3-Bald Eagle Starks FinalPlans (3).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

C

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

C o u n ty D e s ig n B a ld

E a g le

S ta rk s S h e e ts S

H E E T 1.

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LOCATION MAP

N.T.S.

PROJECT

TYPICAL SECTION SHEETS

SHEET NO. DESCRIPTION SHEET

1 TITLE SHEET 1

TOTAL SHEETS

L-1390

COUNTY

CLARENDON

L-1621

(MILES)

TOTAL

CLARENDON COUNTY MAP

L-1390 (STARKS DRIVE)

STA. 10+11.00 TO STA. 28+70.96

L-1621 (BALD EAGLE ROAD)

STA. 10+11.44 TO STA. 32+16.30

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

PLAN SHEETS

PAVEMENT MARKING AND DRIVEWAY DETAIL SHEET

6 - 12

0.4180.352 0.770

0.352 0.418 0.770

3STANDARD DETAIL SHEETS

GENERAL CONSTRUCTION NOTES SHEET

5A - 5C

2 SUMMARY OF ESTIMATED QUANTITIES

DIRT ROAD PAVING PROJECT

L-1390 (STARKS DRIVE) AND L-1621 (BALD EAGLE ROAD)

2REFERENCE DATA SHEETS5D - 5E

3 - 3B

0.352 0.418 0.770

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: B24299BE-9FE0-4378-9672-B05C0D3A68DE

10/17/2025

2 SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

SUMMARY OF ESTIMATED QUANTITIES

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

C

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SC3

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STATE

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SHEET

COUNTY PROJECT ID

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

TYPICAL SECTION

SCALE: N.T.S.

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

C

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SHEET

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DIV. NO.

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STATE

NO.

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SHEET

COUNTY PROJECT ID

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

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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

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

CONTRACTOR TO TRANSITION ALL SUPERELEVATED SECTIONS 25' BEFORE AND AFTER INDICATED BEGIN AND END STATIONS.8)

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:

ASPHALT SURFACE TREATMENT (SINGLE TREATMENT)

HOT MIX ASPHALT SURFACE COURSE TYPE C (200 PSY)

(5' (MIN.)

3 2

STA. 10+11.44 TO STA. 10+33.17

USE THIS SECTION ON L-1621 (BALD EAGLE ROAD)

STA. 10+11.00 TO STA. 10+34.31

USE THIS SECTION ON L-1390 (STARKS DRIVE)

STA. 29+36.25 TO STA. 32+16.30

STA. 10+11.44 TO STA. 22+94.86

USE THIS SECTION ON L-1621 (BALD EAGLE ROAD)

STA. 28+46.61 TO STA. 28+70.96

STA. 10+11.00 TO STA. 15+50.00

USE THIS SECTION ON L-1390 (STARKS DRIVE)

3A

3A SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

TYPICAL SECTION

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

C

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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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

PG

0.5' 0.5'

EXIST. GROUND

8.00%

TYPICAL SECTION OF IMPROVEMENT

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)

2.00%

ASPHALT SURFACE TREATMENT (SINGLE TREATMENT)

HOT MIX ASPHALT SURFACE COURSE TYPE C (200 PSY)

STA. 22+94.86 TO STA. 29+36.25

USE THIS SECTION ON L-1621 (BALD EAGLE ROAD)

3B

3B SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

TYPICAL SECTION

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

C

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CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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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

PG

0.5' 0.5'

EXIST. GROUND

8.00%

TYPICAL SECTION OF IMPROVEMENT

2.00%

2.00%

SHLD.

EARTH TRAVELWAY TRAVELWAY

9'9'

SHLD.

EARTH

(VARIES)

2:1 TO 4:1

(V

ARI

ES

2:

TO

4:

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

EXISTING ROAD WIDTH (VARIES)

VARIES (2' SHOWN)

EXIST. GROUND

VARIES (2' SHOWN)

2.00%

ASPHALT SURFACE TREATMENT (SINGLE TREATMENT)

HOT MIX ASPHALT SURFACE COURSE TYPE C (200 PSY)

STA. 15+50.00 TO STA. 28+46.61

USE THIS SECTION ON L-1390 (STARKS DRIVE)

SCALE: N.T.S.

24" STOPLINE

APPLY WHITE

24" STOPLINE

APPLY WHITE

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS 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

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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L-1621 (BALD EAGLE ROAD)

S

B

A D

L-1390

(STARKS DRIVE)

8'

8'

TYPICAL DRIVEWAY DETAIL

NEW EDGE OF PAVEMENT

4'

RADIUS VARIESRADIUS VARIES

PAVEMENT DESIGN

SEE SHEET 3 FOR

OR WHERE DIRECTED BY RCE.

ALONG L-1390 BASELINE FROM STA. 10+19.00 TO 29+24.60

CONTRACTOR TO PLACE YELLOW RAISED BIDIRECTIONAL MARKERS3)

OR WHERE DIRECTED BY RCE.

ALONG L-1621 BASELINE FROM STA. 10+19.76 TO 32+13.88

CONTRACTOR TO PLACE YELLOW RAISED BIDRECTIONAL MARKERS 2)

ALL PAVEMENT MARKINGS WILL BE THERMOPLASTIC. 1)

PAVEMENT MARKING AND SIGNING NOTES:

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

EROSION CONTROL 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-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

GENERAL CONSTRUCTION NOTES

1.

SEQUENCE OF CONSTRUCTION

.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

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DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

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CONSULTING

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SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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5A

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SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

STANDARD DETAIL

DESCRIPTION OF REVISION

DATE

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NOT FOR CONSTRUCTION

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No. 4831

COMPANY LLC

CONSULTING

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

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SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

STANDARD DETAIL

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DATE

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NOT FOR CONSTRUCTION

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No. 4831

COMPANY LLC

CONSULTING

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SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

5C

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SCALE: N.T.S.

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

STANDARD DETAIL

DESCRIPTION OF REVISION

DATE

DATE

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DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

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No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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NAH YRAHCAZ

0 100 200 300 400

SCALE: 1" = 100'

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

REFERENCE DATA SHEET

5D

5D

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

C

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CONSULTING

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CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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N

D

T = 69.99' L = 139.99' E = 0.24' R = 10,000.00'

PI = 17+70.71

D

T = 21.84' L = 43.67' E = 0.12' R = 2,000.00'

PI = 23+73.39

D

T = 78.52' L = 147.12' E = 17.26' R = 170.00'

PI = 25+54.24

D

T = 31.77' L = 63.01' E = 2.51' R = 200.00'

PI = 26+64.49

D

T = 10.96' L = 21.59' E = 1.19' R = 50.00'

PI = 28+75.89

D

T = 65.13' L = 125.49' E = 10.85' R = 190.00'

PI = 31+54.25

D

T = 36.66' L = 72.81' E = 2.67' R = 250.00'

PI = 28+53.86

D

T = 43.17' L = 85.03' E = 4.61' R = 200.00'

PI = 27+30.87

D

T = 58.98' L = 113.01' E = 10.52' R = 160.00'

PI = 25+52.60

D

T = 40.64' L = 80.79' E = 2.74' R = 300.00'

PI = 24+06.85

D

T = 36.62' L = 73.20' E = 0.67' R = 1,000.00'

PI = 22+02.77

D

T = 72.34' L = 143.13' E = 6.49' R = 400.00'

PI = 19+37.64

D

T = 115.84' L = 231.34' E = 3.83' R = 1,750.00'

PI = 10+31.00

D

T = 15.88' L = 31.31' E = 1.66' R = 75.00'

P O

T

.0

P C

.8

P T

.8

P C

.8

P T

.5

P C

.8

P T 4+

.9

P C 5+

.4

P T

.4

P C

.5

PT

6+

.1

PC

6+

.9

PT = 27+39.34

PC = 28+10.76

PT = 29+36.

PC = 31+17

.58

PT = 31+90.39

POT = 32+31.61

P O

T

.2

P C

.6

P

T

.9

P C

.8

P T

.7

P C

.9

P T

.4

P C

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P T

.5

P C

.4

P T

.1

P C

.8

P C

.1

P T

.4

P O

T

.0

POT = 24+72.41

POT = 10+00.00

143.56'

PI = 27+18.60

D

T = 27.64' L = 48.38' E = 8.62' R = 40.00'

P T

.7

PI = 15+67.85

CURVE L16211 CURVE L16212

11261L EVRUC

L16212

CURVE

CURVE L16213

1L

EVRUC

CURVE L16214

L16214

C U

RVE

CURVE L16215

CURVE L16215

CURVE L16216

CURVE L16216

CURVE L16217

CURVE L16217

CURVE L16218

CURVE L16218

CURVE L13901

CURVE L13901

CURVE L13902

20931L EVRUC

L13

CURVE

30931L EVRUC

CURVE L13903

CURVE L13904

CURVE L13905

L1

05CURVE

L139

CURVE

CURVE L13906

CURVE L13907

CURVE L13907

,4

.4

497.86' 111.02' 502.32'

.3

775.38

15.12'

77.29'

96.67'

68.52'

79.14'

25.79'

41.22'

71.43'

15.84'

68.05'

80.49'

S

REBAR W/ ALUM. CAP

ELEV. = 111.51

E = 2201246.495 N = 631627.156

CONTROL POINT 1

ELEV. = 116.21

E = 2201035.619 N = 631948.139

CONTROL POINT 2

ELEV. = 113.95

E = 2200774.479 N = 632245.865

CONTROL POINT 3

ELEV. = 115.29

E = 2200520.578 N = 632564.683

CONTROL POINT 4

ELEV. = 110.55

E = 2200428.700 N = 632732.893

CONTROL POINT 5

ELEV. = 110.67

E = 2200466.629 N = 632937.710

CONTROL POINT 6

ELEV. = 110.57

E = 2200452.611 N = 633045.736

CONTROL POINT 7

ELEV. = 111.94

E = 2200639.599 N = 633050.116

CONTROL POINT 8

ELEV. = 110.26

E = 2200879.358 N = 633276.901

CONTROL POINT 9

ELEV. = 110.26

E = 2200879.358 N = 633276.901

CONTROL POINT 10

ELEV. = 113.50

E = 2201320.835 N = 632926.130

CONTROL POINT 11

ELEV. = 116.20

E = 2201660.402 N = 632611.432

CONTROL POINT 12ELEV. = 116.59

E = 2201925.043 N = 632315.582

CONTROL POINT 13

ELEV. = 114.51

E = 2202060.921 N = 632209.300

CONTROL POINT 14

REBAR W/ ALUM. CAP

ELEV. = 114.35

E = 2202260.894 N = 632015.534

CONTROL POINT 15

CHAIN INFORMATION

SEE SHEET 5E FOR

L1621

L1390

5E

5E

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

REFERENCE DATA SHEET

SCALE: N.T.S.

DESCRIPTION OF REVISION

DATE

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

NOT FOR CONSTRUCTION

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CONSULTING

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CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

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L1390

S127

L1621

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:

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CHECKED BY:

NOT FOR CONSTRUCTION

C

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No. 4831

COMPANY LLC

CONSULTING

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SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

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K

D

IR

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IR

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D

IR

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D

IR

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B R

IC

W

L L

B R

IC

L L

B R

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IL

L A

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C O

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R E T

L L

B R

IC

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C

H U

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H

M O

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B R

IC

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W A

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C H

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S

IG

N

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IN

V

.1

R

C P

IN

V

.7

S H

R U

B

W

O A

K

O A

K

T R

IP

O A

K

R E B w

A L U

M .C

A P

N .1

E .4

E L .5

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N .1

E .6

E L .2

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.IR

O N

DEDICATED 40' EASEMENT (PLAT 26-75)

HOLINESS CHURCH

PRAYER HOUSE MISSION

101-00-01-014-00

INVESTMENTS OF SC LLC

TIMBER STREET

101-00-01-023-00

THOMAS, DOROTHY

101-00-01-056-00

LAWSON, EARNEST LEE

101-00-01-025-00

R W

.3

R W

.3

R W

.3

L-1621 (BALD EAGLE ROAD)

S

B

A D

PI = 15+67.85

D

T = 69.99' L = 139.99' E = 0.24' R = 10,000.00'

P O

T

.0

P C

.8

497.86'

74° 5' 57" 9'

9'

9'

9'

L-1621 (BALD EAGLE ROAD)

BEGIN CONSTRUCTION

STA. 10+11.44

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

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=5'

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

R=5' R=2.5'

MONUMENT

EXISTING CHURCH SIGN AND

CONTRACTOR NOT TO DISTURB

EXISTING BRICK WALLS

CONTRACTOR NOT TO DISTURB

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

PLACE 45 LF 24" RCP

REMOVE EXISTING PIPE

R=30'

-47.22 +24.89

-9.00 +53.74

R=30'

9.00 +31.52

30.78 +02.67

S-127 POT STA. 12+27.61

L-1621 POT STA. 10+00.00 =

BALD EAGLE ROAD

TIE EQUALITY:

S T

A

.0

S E E

S

H E E T

B A

G

M

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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

C O

N C

R E

T

L L

B R

IC

K P

IL

L A

R

C P

N .8

E .4

E L .9

C

T

T

N

A N

G

.IR

O N

"O

T

HOLINESS CHURCH

PRAYER HOUSE MISSION

101-00-01-014-00

BLEDSOE, CAROLYN R.

101-00-01-016-00

HOLINESS CHURCH

PRAYER HOUSE MISSION

101-00-01-021-00FRAZIER, CAROLYN J.

101-00-01-022-00

INVESTMENTS OF SC LLC

TIMBER STREET

101-00-01-023-00

DEDICATED 40' EASEMENT (PLAT 26-75)

L-1621 (BALD EAGLE ROAD)

PI = 17+70.71

D

T = 21.84' L = 43.67' E = 0.12' R = 2,000.00'

P T

.8

P C

.8

P T

.5

502.32'111.02'9'

9'

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

S T

A

.0

S E E

S

H E E T

B A

G

T C

H L

IN

E

S T

A 1+

.0

S E E

S

H E E T

B A

G

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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

W O

F

N

P

S T x

N

IR

N

.6

E

.5

E L

.2

N

.8

E

.7

E L

.5

N

.7

E

.6

E L

.6

N

.7

E

.6

E L

.5

N

O T

BLEDSOE, CAROLYN R.

101-00-01-016-00

BRUNSON, CHARLIE

101-00-01-018-00

BRUNSON, JACK

101-00-01-019-00

BRUNSON, SETH JR

101-00-01-020-00

HOLINESS CHURCH

PRAYER HOUSE MISSION

101-00-01-021-00

B R

U N S

O N

C H

A R L

IE

D E

D

IC

A T E

D

E A S E

M E

N T

P

L A

T

)DAOR ELGAE DLAB( 1

-L

PI = 27+18.60

D

T = 27.64' L = 48.38' E = 8.62' R = 40.00'

PI = 23+73.39

D

T = 78.52' L = 147.12' E = 17.26' R = 170.00'

PI = 25+54.24

D

T = 31.77' L = 63.01' E = 2.51' R = 200.00'

PI = 26+64.49

D

T = 10.96' L = 21.59' E = 1.19' R = 50.00'

P I = 2

+7 .8

T

= 6

.13

L

= 12

.4

E

= 10 .8

R

= 19

.0

P C .8

P T

.9

P C

.4

P T

.4

P C

.5

P T

.1

P C

.9

PT = 27+39.34

80.49'

68.05' 15.84'

.4

2.

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

S T A . 2

1+ .0

S E E

S H E E T

B A L D

E A G

L E

R

O

T C

H L

IN

E

STA. 28+00.00 SEE SHEET 9

BALD EAGLE ROAD 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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

F A R

M S H E D

H O

G

P E N

A R E A

P

IN

E

O A

K

C P

N .116

E .5

E L 111.9

C P

N .9

E .3

E L .2

6T

T

T

N

A N

G

.IR

O N

A N

G

.IR

O N

JOHNSON, RALPH J.

101-00-01-031-00

JOHNSON, RALPH J.

101-00-01-031-00

JOHNSON, TED M. JR

101-00-01-009-00

JOHNSON, TED M. JR

101-00-01-009-00

PARKER, WINDELL ANTHONY

101-00-01-032-00

JOHNSON, RALPH J.

101-00-01-051-00

BRUNSON, JACK

101-00-01-019-00

BRUNSON, CHARLIE

101-00-01-018-00

BRUNSON, CHARLIE

101-00-01-018-00

P

L A

T

D E

D

IC

A T

E D

E A

S E

M E

N T

L

(S

T A

R

S

IV

E

L-1621 (BALD EAGLE ROAD)

E

VI

R A

T

L

P T = 28+

95.72

PI = 28+75.89

D

T = 65.13' L = 125.49' E = 10.85' R = 190.00'

PI = 31+54.25

D

T = 36.66' L = 72.81' E = 2.67' R = 250.00'

PI = 28+53.86

D

T = 43.17' L = 85.03' E = 4.61' R = 200.00'

P C

.7

P T

.2

P C

.5

P T

.3

P O

T

.6

P O T 0+

.2

PC = 28+10.69

PT = 27+84.91

41.22'

.7

.5

181.33'

9' 9'

9'

9'

R=25' 9.00 +89.91

-9.00 +46.61

L-1621 (BALD EAGLE ROAD)

END CONSTRUCTION

STA. 32+16.30

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

DITCH TURNOUT

9.00 +46.61

-9.00 +89.91

0.00 +16.30

-0.00 +70.96

L-1390 (STARKS DRIVE)

END CONSTRUCTION

STA. 28+70.96

THE DIRECTION OF THE RCE

110 SY GRAVEL TRANSITION AT

CONTRACTOR TO PLACE APPROX.

L-1390 POT STA. 28+85.16

L-1621 POT STA. 32+31.61 =

BALD EAGLE ROAD & STARKS DRIVE

TIE EQUALITY:

S

TA

. 2

8+ .0

S E E

S H E E T

B A

LD

E A G

LE

R O

TC

H

LI

N E

STA. 27+50.00 SEE SHEET 12

STARKS DRIVE 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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

D

IR

T

D

IR

V E

W A

Y

D

IR

T

D

IR

V E

W A

Y

D

IR

T

D

IR

V E

W A

Y D

IR

T

D

IR

V E

W A

Y

"R

CP IN

V

1.4

R

C P

IN

V

.8

C P

N .5

E

.0

E L .5

C P

N .3

E .9

E L .5

R E B

A R w

A L U

M .C

A P

N .5

E .8

E L .3

T

T

T

T

N

1/ "O

T

R B

MITCHELL, CARALAN J.

101-00-01-050-00

DUKES, EDISTO

101-00-01-040-00

BOYD, ROSA HEIRS

101-00-01-038-00

DEDICATED 20' EASEMENT (PLAT 44-137)

DEDICATED 50' EASEMENT (PLAT 44-137)

R W

.3

R W

.3

R W

.3

S

B

A D

L-1390 (STARKS DRIVE)

PI = 10+31.00

D

T = 15.88' L = 31.31' E = 1.66' R = 75.00'

P C

.1

P T

.4

P O

T

.0

POT = 24+72.41

15.12'

775.38'

90° 0' 0"

9'

9'

9'

9'

PLACE 48 LF 24" RCP

L-1390 (STARKS DRIVE)

BEGIN CONSTRUCTION

STA. 10+11.00

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

9.00 +46.43

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=5' R=2.5'

R=5'

R=2.5'

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

R=2.5'

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

R=30'

-9.00 +58.77

-47.10 +11.00

R=30'

9.00 +32.30

36.02 +11.00

S-127 POT STA. 22+72.36

L-1390 POT STA. 10+00.00 =

STARKS DRIVE

TIE EQUALITY:

S T

A R

IV

T C

H L

IN

E

S T

A

.0

S E E

S

H E E T

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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

D

IR

T

D

IR

V E

W A

Y

G R

A V E L

D

IR

V E

W A

Y

C O

N C R E T E

D R

IV

E W

A Y

SHRUB ROW

SHRUB ROW

SHRUB ROW

SHRUB ROW

C P

N 11.4

E

.4

E L .2

T T

N

1/ "R

O D

JOHNSON, RALPH J.

101-00-01-051-00BOATWRIGHT, AUDREY

101-00-01-048-00

WHITE, JENNIE M.

101-00-01-049-00

BOYD, ROSA HEIRS

101-00-01-038-00 PENTACOSTAL CHURCH

NEW HOPE

101-00-01-034-00

DEDICATED 50' EASEMENT (PLAT 44-137)

DEDICATED 50' EASEMENT (PLAT 44-137)

L-1390 (STARKS DRIVE)

PI = 19+37.64

D

T = 115.84' L = 231.34' E = 3.83' R = 1,750.00'

P C

.4

P T

.1

P C

.8

77.29'

775.38'

9'

9'

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=5' R=5'

R=5' R=5'

DITCH TURNOUT

PLACE 26 LF 15" RCPS

T

A

.0

S E E

S

H E E T

S T

A R

T C

H L

IN

E

S T

A R

T C

H L

IN

E

S T

A 1+

.0

S E E

S

H E E T

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:

NOT FOR CONSTRUCTION

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 B a ld

E a g le

S ta rk s 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

R E

E

NI

G N

E L

ANOISSEFORP

D E

R T

SI

G

E R

SO

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1621 L-1390

L-1621 (BALD EAGLE ROAD)

L-1390 (STARKS DRIVE)

PLAN SHEETE

No. 28202

Y E

NAH YRAHCAZ

K

D

IR

T

D

IR

V

EW

A Y

G R

A V

EL

D

IR

V

EW

A Y

O A

K

O A

K

O A

K 11"

P

IN

E-

C

P

N .0

E=

.12

EL=

.9

11 C P

N .13

E=

.8

EL=

.5

T

N

1/ "O

T

P A

R K

E R

W

IN

D E

N

T H

O N

Y

JOHNSON, RALPH J.

101-00-01-031-00

PARKER, WINDELL ANTHONY

101-00-01-032-00

JOHNSON, TED M. JR

101-00-01-009-00

J O

H N

S O

N

R A

L P

H

J

JOHNSON, RALPH J.

101-00-01-051-00

PENTACOSTAL CHURCH

NEW HOPE

101-00-01-034-00

PENTACOSTAL CHURCH

NEW HOPE

101-00-01-034-00

STARKS, CHARLIE & EFRA

101-00-01-033-00

)EVIRD SKRATS( 0931-L

PI = 27+30.87

D

T = 58.98' L = 113.01' E = 10.52' R = 160.00'

PI = 25+52.60

D

T = 40.64' L = 80.79' E = 2.74' R = 300.00'

PI = 24+06.85

D

T = 36.62' L = 73.20' E = 0.67' R = 1,000.00'

PI = 22+02.77

D

T = 72.34' L = 143.13' E = 6.49' R = 400.00'

P C

.8

P T

.7

P C

.9

P T

.4

P C

.2

P T

.5

P C

.4

79.1 4'

68.52'

96.67'

9' 9'

9'

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

P A

V E

M E

N T

E D

G

F

O P

O S

E D

R=5'

R=2.5'

R=5' R=5'

S T A

R

T C

H L

IN

E

S T A

.0

S E E

S

H E E T

S T A 1+

.0

S E E

S

H E E T

S T A

R

T C

H L

IN