2023-9-29 ROADWAY IMPROVEMENTS SPIGNER ROAD.pdf

PDF 16 MB Posted Oct 19, 2023

Attached to: Roadway Improvements
Solicitation number: 22168-0014
Issued by: Clarendon County, South Carolina

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Written by GovTribe AI · Apr 11, 2025

The document is a comprehensive engineering design and construction plan set prepared by Alliance Consulting Engineers, Inc. for Clarendon County, South Carolina, detailing roadway improvements for Spigner Road within the Alcolu Industrial and Technology Park. The project involves widening and reconstructing approximately 28,999 linear feet of roadway (from station 0+32.16 to 28+99.76), with varying speed limits of 35 mph and 55 mph. The plans include detailed site layouts, cross-sections, erosion control plans, pavement markings, and construction sequencing across multiple phases, with specific attention to drainage, utility considerations, and environmental preservation.

The project is funded by Clarendon County Economic Development, with Mr. George Kosinski listed as the Executive Director. The design incorporates multiple technical considerations, including 11-foot lanes, 2-foot shoulders, slope management (with 4:1 and 3:1 maximum slopes), and comprehensive erosion and sediment control measures. Utility coordination involves multiple providers including the City of Manning (water/wastewater), Black River Electric Cooperative, Farmers Telephone Cooperative, and SCANA (gas). The construction plans detail three primary phases: initial land disturbance, rough grading and drainage installation, and final stabilization, with specific requirements for site restoration, permanent seeding, and environmental compliance.

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Other files

File	Type	Posted
ROADWAY IMPROVEMENTS SPIGNER ROAD WIDENING AND INTERIOR AT ALCOLU INDUSTRIAL AND TECHNOLOGY PARK.docx	DOCX document	Oct 19, 2023
22168-Road Extension.pdf	PDF	Oct 19, 2023
22168-0014 Roadway Improvements Specs Combined.pdf	PDF	Oct 19, 2023
22168-0014 - Roadway Addendum No. 1 - 10.30.23.pdf	PDF	Oct 19, 2023

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DATE

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PROJECT NO.

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01,1569-D27 mArch 2023

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ROADWAY IMPROVEMENTS SPIGNER ROAD

ALCOLU INDUSTIAL AND TECHNOLOGY PARK

CLARENDON COUNTY, SOUTH CAROLINA

Utility Provider Contacts:

Water and Wastewater Provider:

Contact: Mr. L. Rubin Hardy, Director of Public Works

City of Manning Telephone: (803) 435-8477 Facsimile: (803) 435-4608

Electrical Utility Provider:

Contact: Mr.Charlie Allen, VP of Engineering & Operations

Black River Electric Cooperative, Inc Telephone: (803) 469-8060 Facsimile: (803) 435-8320

Telecommunication Provider:

Contact: Mr.Tyler Gibbs, Sales Supervisor

Farmers Telephone Cooperative Telephone: (803) 905-5283 Facsimile: (803) 469-5283

Gas Natural Provider:

Contact: Mr. Robert C. Holland, SCCED, Economic Dev. Rep.

SCANA

Telephone: (803) 676-3638 Facsimile: (803) 676-3638

ENGINEER INFORMATION:

ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

POST OFFICE BOX 8147

COLUMBIA, SOUTH CAROLINA 29202-8147

TELEPHONE: (803) 779-2078

E-MAIL: KCLAMPITT@ALLIANCECE.COM

SHEET NO. SHEET SHEET NO. SHEET

NPDES PERMIT INFORMATION

NPDES#: XXXX

NPDES DISTURBED

AREA = ± 4.4 ACRES

GAS TRANSMISSION

INVOLVEMENT?

YES / NO

RAILROAD INVOLVEMENT?

YES / NO

LOCATION MAP

NOT TO SCALE

Know what's below.

before you dig.Call

CAUTION-NOTE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS

BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE

POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT

TO BE RELIED ON AS BEING EXACT OR COMPLETE. SC LAW REQUIRES THE

CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72

HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF

UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

VICINITY MAP

NOT TO SCALE

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

C0.0 COVER SHEET

C2.0 OVERALL SITE PLAN, INDEX AND NOTES

C2.1 TYPICAL SECTION

C2.2 SITE PLAN (1 OF 6)

C2.3 SITE PLAN (2 OF 6)

C2.4 SITE PLAN (3 OF 6)

C2.5 SITE PLAN (4 OF 6)

C2.6 SITE PLAN (5 OF 6)

C2.7 SITE PLAN (6 OF 6)

C4.0 CONSTRUCTION DETAILS

C5.0 EROSION AND SEDIMENT CONTROL PHASE 1 (1 of 6) C5.1 EROSION AND SEDIMENT CONTROL PHASE 1 (2 of 6) C5.2 EROSION AND SEDIMENT CONTROL PHASE 1 (3 of 6) C5.3 EROSION AND SEDIMENT CONTROL PHASE 1 (4 of 6) C5.4 EROSION AND SEDIMENT CONTROL PHASE 1 (5 of 6) C5.5 EROSION AND SEDIMENT CONTROL PHASE 1 (6 of 6) C6.0 EROSION AND SEDIMENT CONTROL PHASE 2 (1 of 6) C6.1 EROSION AND SEDIMENT CONTROL PHASE 2 (2 of 6) C6.2 EROSION AND SEDIMENT CONTROL PHASE 2 (3 of 6)

C6.3 EROSION AND SEDIMENT CONTROL PHASE 2 (4 of 6) C6.4 EROSION AND SEDIMENT CONTROL PHASE 2 (5 of 6) C6.5 EROSION AND SEDIMENT CONTROL PHASE 2 (6 of 6) C7.0 EROSION AND SEDIMENT CONTROL PHASE 3 (1 of 6) C7.1 EROSION AND SEDIMENT CONTROL PHASE 3 (2 of 6) C7.2 EROSION AND SEDIMENT CONTROL PHASE 3 (3 of 6) C7.3 EROSION AND SEDIMENT CONTROL PHASE 3 (4 of 6) C7.4 EROSION AND SEDIMENT CONTROL PHASE 3 (5 of 6) C7.5 EROSION AND SEDIMENT CONTROL PHASE 3 (6 of 6)

PM1 PAVEMENT MARKING PLAN (1 OF 6)

PM2 PAVEMENT MARKING PLAN (2 OF 6)

PM3 PAVEMENT MARKING PLAN (3 OF 6)

PM4 PAVEMENT MARKING PLAN (4 OF 6)

PM5 PAVEMENT MARKING PLAN (5 OF 6)

PM6 PAVEMENT MARKING PLAN (6 OF 6)

X1 CROSS SECTIONS (1 OF 5)

X2 CROSS SECTIONS (2 OF 5)

X3 CROSS SECTIONS (3 OF 5)

X4 CROSS SECTIONS (4 OF 5)

X5 CROSS SECTIONS (5 OF 5)

SHEET INDEX

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

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SHEET C2.2 SHEET C2.3 SHEET C2.4 SHEET C2.5 SHEET C2.6 SHEET C2.7

Spigner Road 0+32 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00

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NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

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REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014

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STANDARD NOTES

PERMITS / LICENSES

1. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN THE PROJECT SITE, THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL POSSESS ALL APPLICABLE PERMITTING AND THE OWNER AND ENGINEER WILL BE GIVEN AT LEAST TWENTY-FOUR (24) HOURS

NOTICE BEFORE BEGINNING WORK.

PROCEDURES / RESPONSIBILITIES

1. ALL WETLANDS SIGNAGE TO BE INSTALLED PER THE APPROVED CONSTRUCTION DRAWINGS PRIOR TO ANY LAND DISTURBING ACTIVITIES.

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

NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

· WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

· WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THE PORTION OF THE SITE.

4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

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

THE STATE.

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

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

REQUIRED.

8. TEMPORARY DIVERSION BERMS AND/OR DITCHES SHALL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

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

DISTURBED AREAS AND ALL WOS. A 30-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

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

PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

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

ACTIVITIES TO THE DATE THE FINAL STABILIZATION IS REACHED.

12.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE BEEN PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.

13.MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL AND REPLACE WITHIN ALL GRASSED AND LANDSCAPED AREAS TO A MINIMUM DEPTH OF 6-INCH. IF ADDITIONAL TOPSOIL IS REQUIRED TO MEET THE SPECIFICATIONS, THE CONTRACTOR MUST

PROVIDE FROM AN OFF-SITE SOURCE.

14.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL TO PROVIDE EQUIVALENT OR BETTER

TREATMENT PRIOR TO DISCHARGE.

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

16.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

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

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

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

· SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

18. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE THE CONSTRUCTION SITE.

19.IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT

WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

20.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 29.5 ACRES OR MORE THIS

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

21.AN AS-BUILT SURVEY(S), SIGNED AND SEALED BY A S.C. LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER, SHOULD BE SUBMITTED TO LEXINGTON COUNTY FOR DETENTION STRUCTURE(S) ON THIS SITE. THE SURVEY(S) WILL BE PROVIDED BY THE CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS TO SHOW GRADES, CONTOURS, AND DEPTHS FOR ALL STRUCTURE(S) AND SHOULD INCLUDE THE ELEVATIONS AND DIMENSIONS OF ALL OUTLET STRUCTURES, INCLUDING BUT NOT LIMITED TO PIPES, ORIFICES, RISERS, WEIRS, AND EMERGENCY SPILLWAYS.

CSX RAILROAD

TRINITY CHURCH ROAD

(US-301)

SPIGNER ROAD

(S-242)

GREEN HILL

CHURCH ROAD

(S-583)

EXISTING ENTRANCE

END OF

DISTURBANCE

AREA

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AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

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TYPICAL SECTION

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SPIGNER ROAD (S-14-242)

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R14.87´

STA:0+36

STOPBAR

PROPOSED LOCATION

STA:0+36

ND-03

ND-01

ND-02

ND-04

ND-13

C2.0.dwg si t e p l a n c2.0.dwg

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DWG NO.

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A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C2.2

22168-ROADWAY

C2.0 PLANS.DWG

C H

T C

TRINITY CHURCH

ROAD (US-301)

SPIGNER ROAD

(S-242)

Speed Limit: 35 MPH

NOTES:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

REMOVE AND RELOCATE MAILBOXES

*NOTE: PIPES ARE BASED ON THE 10 YEAR STORM EVENT AND RAINFALL

INTENSITY OF 5.60 INCH/24 HOURS

CSX RAILROAD

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

COMM COMM COMM COMM COMM COMM

COMM COMM COMM

10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W

C O

M M

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

11.00'

LIMITS OF

DISTURBANCE

11.00'

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

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

EDGE OF PAVEMENT

36" RCP

IE:111.30

36" RCP

IE:111.40

EDGE OF PAVEMENT

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

CLEAN OUT EXISTING CULVERT

R23.59´

5+52´

R25.77´ 6+21´

R24.72´ 7+03´

R22.84´ 8+00´

R23.59´ 9+00´

R22.83´ 9+50´

R23.40´ 10+54´

L25.61´ 5+51´

L25.10´ 6+52´ L23.40´

7+36´

R24.63´ 6+50´

L21.89´ 9+50´

REMOVE EXISTING

CULVERT AND

CONTINUE DITCH

RETAIN EXISTING

CULVERT

REMOVE EXISTING

CULVERT AND

CONTINUE DITCH

REMOVE EXISTING

CULVERT AND

CONTINUE DITCH

REMOVE EXISTING

CULVERT AND

CONTINUE DITCH

CJB

EL:119.4'

ND-13

ND-04 ND-05

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C2.0.dwgc2.0.dwg

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DWG NO.

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C H

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A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C2.3

22168-ROADWAY

C2.0 PLANS.DWG

si t e p l a n

C H

S H

C 2.

C H

T C

SPIGNER ROAD

(S-242)

Speed Limit: 35 MPH

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

COMM COMM COMM COMM COMM COMM COMM

10W 10W

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

11.00'

LIMITS OF

DISTURBANCE

RESURFACE EXISTING

DRIVEWAY

R15-FEET

10-FOOT WIDE

11+00 12+00 13+00 14+00 15+00 16+00

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

NP-04

EDGE OF PAVEMENT

36" RCP

IE:117.00

36" RCP

IE:116.60

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

CLEAN OUT EXISTING CULVERT

CLEAN OUT EXISTING CULVERTCLEAN OUT EXISTING CULVERT

L21.72´ 11+50´

L22.58´ 13+51´

L24.27´ 14+50´

L25.97´ 15+48´

L26.17´ 15+94´

L21.95´ 11+00´

R23.49´ 11+02´

R23.72´ 11+50´

R23.67´ 12+04´

R24.20´ 12+54´

R25.35´ 13+60´

R24.31´ 14+00´

R24.53´ 14+58´

R24.16´ 16+03´

R28.83´ 15+40´

EXISTING SPEED SIGN 35 MPH

TO BE RELOCATED

PROPOSED LOCATION 13+07

OFFSET: L19.55´

EXISTING SPEED SIGN 55 MPH

TO BE RELOCATED

PROPOSED LOCATION 13+07

OFFSET: R19.72´

RELOCATE HYDANT

STA:11+56.71

RETAIN EXISTING

CULVERT

REMOVE EXISTING

CULVERT

ND-06

ND-07

ND-15

ND-14

ND-05

ND-06

C2.0.dwgc2.0.dwg

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DWG NO.

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\A lc ol u\ dw g\

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C H

A P

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Ph on e (8

) 7

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F ax

) 7

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Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C2.4

22168-ROADWAY

C2.0 PLANS.DWG

si t e p l a n

C H

S H

C 2.

C H

S H

C 2.

SPIGNER ROAD

(S-242)

Speed Limit: 55 MPH

NOTES:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

REMOVE AND RELOCATE MAILBOXES

*NOTE: PIPES ARE BASED ON THE 10 YEAR STORM EVENT AND RAINFALL

INTENSITY OF 5.60 INCH/24 HOURS

SPIGNER ROAD

(S-242)

Speed Limit: 35 MPH

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H

E O

H E

O H

E O

H E

O H

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

11.00'

LIMITS OF

DISTURBANCE

RESURFACE

EXISTING

DRIVEWAY

R15-FEET

10-FOOT WIDE

17+00 18+00 19+00 20+00 21+00 22+00

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

EDGE OF PAVEMENT

CJB

EL:126.2'

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

EDGE OF PAVEMENT

L25.24´ 16+62´

L24.73´ 17+53´

L22.93´ 20+00´

L22.02´ 21+77´

L24.03´ 18+94´ L20.70´

21+30´ L20.37´ 20+94´

R21.54´ 16+53´

R19.91´ 19+50´

R20.93´ 21+87´

ND-09ND-07

ND-15

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DWG NO.

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\A lc ol u\ dw g\

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E N

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T E

C H

A P

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) 7

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F ax

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-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

22168-ROADWAY

C2.0 PLANS.DWG

C H

S H

C 2.

C H

S H

C 2.

C2.5 si t e p l a n

SPIGNER ROAD

(S-242)

Speed Limit: 55 MPH

NOTE:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

OHE

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

11.00'

LIMITS OF

DISTURBANCE

22+00 23+00 24+00 25+00 26+00 27+00

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

EDGE OF PAVEMENT EDGE OF PAVEMENT

ABANDON EXISTING ROAD

36" RCP

IE:122.30

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

CJB

EL:122.98'

EDGE OF PAVEMENT EDGE OF PAVEMENT

R O

W R

O W

R O

CLEAN OUT EXISTING CULVERT

L22.44´ 22+05´

L21.72´ 23+32´

L22.09´ 23+75´

L22.61´ 24+68´

L24.26´ 25+50´ L27.25´

26+56´ L27.12´ 26+70´

R20.90´ 22+27´

R20.80´ 22+52´

R19.48´ 23+84´

R18.70´ 24+72´

R20.23´ 26+03´

L32.29´ 27+28´

RETAIN EXISTING

CULVERT

ND-16

ND-09

C2.0.dwgc2.0.dwg

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DWG NO.

D A

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Ju ne

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\A lc ol u\ dw g\

C on st ru ct io n Pl an s\

R oa dw ay

\ 2

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Pl an s.

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E N

S, IN

N O

B E

R O

D U

, C O

O R

O U

N O

C E

C O

G E

N G

R S, IN

O R

T H

C T

A N

N O

O A

N O

P R

C T.

A P

P R

O V

A L

D E

N E

C H

E C

K E

D B

L E

A T

FILE NAME:

PROJECT NO.

E N

E E

T E

C H

A P

P R

O V

E D

Ph on e (8

) 7

-2

F ax

) 7

-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C2.6

22168-ROADWAY

C2.0 PLANS.DWG

si t e p l a n

C H

S H

C 2.

C H

S H

C 2.

SPIGNER ROAD

(S-242)

Speed Limit: 55 MPH

G R

L C

H U

R C

H R

(S -5

NOTES:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

REMOVE AND RELOCATE MAILBOXES

P/K NAIL FOUND

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

COMM COMM COMM

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

OHE

UGP

U G

UGP

UGP UGP UGP UGP

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

11.00'

LIMITS OF

DISTURBANCE LIMITS OF

DISTURBANCE

END OF MILL AND OVERLAY

25+00 26+00 27+00 28+00 29+00

LIMITS OF

DISTURBANCE

EDGE OF PAVEMENT

36" RCP

IE:122.30

36" RCP

IE:122.00

36" RCP

IE:121.30

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

CJB

EL:122.98'

LIMITS OF DISTURBANCE

(TYP.)EDGE OF PAVEMENT

R O

W R

O W

R O

W R

O W

R O

CLEAN OUT EXISTING CULVERT

L22.61´ 24+68´

L24.26´ 25+50´ L27.25´

26+56´ L27.12´ 26+70´

R18.70´ 24+72´

R20.23´ 26+03´

L32.29´ 27+28´

L32.71´ 27+75´

L21.98´ 27+84´

R21.00´ 29+00´

L20.72´ 29+00´

BEGIN TAPER 1´:12´

STA:28+66.35

BEGIN TAPER 1´:12´

STA:28+66.35

BEGIN MILL AND OVERLAY

SLOPE NOT TO EXCEDD 2%

EXISTING PAVEMENT

STA:28+50.00

RETAIN EXISTING

CULVERT

RETAIN EXISTING

CULVERT

RETAIN EXISTING

CULVERT

DRAINAGE MANHOLE

TOP EL. 122.0'

NE INV. 121.7'

NW INV. 121.6'

SW INV. 121.8'

4" CPP INV. 122.0'

ND-12

ND-17ND-16

ND-09

C2.0.dwgc2.0.dwg

E T

T H

C A

R O

P R

C T

SHEETREFERENCE FILE:

DWG NO.

D A

N A

T U

R E

Ju ne

- 1

:\U se rs \m si lv a_ vo ya ns i\D ro pb ox

\A lc ol u\ dw g\

C on st ru ct io n Pl an s\

R oa dw ay

\ 2

-R oa dw ay C

Pl an s.

dw g

O C

U M

H E

P R

O F

E C

O N

E N

S, IN

N O

B E

R O

D U

, C O

O R

O U

N O

C E

C O

G E

N G

R S, IN

O R

T H

C T

A N

N O

O A

N O

P R

C T.

A P

P R

O V

A L

D E

N E

C H

E C

K E

D B

L E

A T

FILE NAME:

PROJECT NO.

E N

E E

T E

C H

A P

P R

O V

E D

Ph on e (8

) 7

-2

F ax

) 7

-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c o l u

I n d u st r ia l a n d

T ec h n o l o g y

P a r k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014 m a r c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C2.7

22168-ROADWAY

C2.0 PLANS.DWG

si t e p l a n

C H

S H

C 2.

C H

+5 9.

SPIGNER ROAD

(S-242)

Speed Limit: 55 MPH

G R

L C

H U

R C

H R

(S -5

NOTES:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

REMOVE AND RELOCATE MAILBOXES

P/K NAIL FOUND

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

E T

T H

C A

R O

P R

C T

SHEETREFERENCE FILE:

DWG NO.

D A

N A

T U

R E

Ju ne

- 1

:\U se rs \m si lv a_ vo ya ns i\D ro pb ox

\A lc ol u\ dw g\

C on st ru ct io n Pl an s\

R oa dw ay

\ 2

-R oa dw ay C

D et ai ls

.d w g

O C

U M

H E

P R

O F

E C

O N

E N

S, IN

N O

B E

R O

D U

, C O

O R

O U

N O

C E

C O

G E

N G

R S, IN

O R

T H

C T

A N

N O

O A

N O

P R

C T.

A P

P R

O V

A L

D E

N E

C H

E C

K E

D B

L E

A T

FILE NAME:

PROJECT NO.

E N

E E

T E

C H

A P

P R

O V

E D

Ph on e (8

) 7

-2

F ax

) 7

-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-D27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A D

W A

Y I

M P R

O V

T S

R O

A D

A l c

O l u

I N

D u

l A

N D

T Ec h N

O l O

G Y

P A

R k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014

M A

R c h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-c4.0.DWG

4.0 c O

R u c T u c T

N D

Il S

STANDARD DRAWINGS :

PAVEMENT EDGE MARKING AND STOPS LIMITS:

625-105-00

TRANSITION DIAGONAL MARKINGS:

625-405-00

MARKING AT RAILROAD-HIGHWAY GRADE CROSSINGS:

625-415-00

TRAFFIC CONTROL:

601-005-00 601-110-00

PORTABLE SIGN SUPPORTS:

602-005-00 602-205-01

CONSTRUCTION SIGNING:

605-025-01 605-025-02 605-025-03 605-025-04 605-030-02

TEMPORARY CONCRETE BARRIERS:

605-105-00 605-110-00 605-120-02 605-125-01 605-125-02

TEMPORARY CONCRETE BARRIER SHAPES:

605-205-01 605-205-02 605-205-03 605-210-01 605-210-02 605-210-04 605-215-00 605-220-01 605-220-02 605-220-03 605-220-04 605-225-00 605-230-00

TEMPORARY CONCRETE BARRIER PLACEMENT:

605-410-00

TEMPORARY POLYETHYLENE WATER FILLED BARRIERS:

605-505-00 605-510-00 605-515-00

LANE CLOSURES SECONDARY & PRIMARY ROUTS:

610-005-00

SHOULDER CLOSURES PRIMARY ROUTS:

610-205-00

MOBILE OPERATION:

610-405-00

PAVEMENT MARKINGS:

625-415-00 625-420-00

PERMANENT PAVEMENT MARKINGS:

630-205-00

PERMANENT SIGNING (GENERAL REGULATIONS):

650-110-02

PERMANENT SIGNING (FLAT SHEET SIGNS):

651-105-00 651-110-00 651-115-01

NOTE:

ENSURE THE STANDARD DETAIL IN EFFECT AT TIME OF LETTING USED

https://www.scdot.org/business/standard-drawings.aspx

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

COMM

10W 10W

10W

10W 10W

10W

C O

M M

COM

C O

M M

C O

M M

ROW

ROW ROW ROW

R O

SF SF SF SF

SF SF SF

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

0+32

1+00

2+00

3+00

4+00

5+00

ROW

ROW ROW ROW ROW

ROW

R O

INSTALL STABILIZED CONSTRUCTION ENTRANCE (TYP.)

(SEE E&SC DETAILS)

CONCRETE WASHOUT (TYP.)

115 115

LIMITS OF DISTURBANCE

SILT FENCESF SF SF

E&SC LEGEND

INLET/OUTLET PROTECTION

EROSION CONTROL MATTING

CONTRUCTION ENTRACE

TEMPORARY SEEDING

CONCRETE WASHOUTCW

PS PERMANENT SEEDING

CD CHECK DAMSOPIP

EXISTING CONTOUR MAYOR

LEGEND

EXISTING CONTOUR MINOR

EXISTING PROPERTY LINEPL

EXISTING RIGHT-OF-WAYROW

EXISTING ASPHALT ROADWAY

EXISTING OVERHEAD ELECTRICAL LINEOHE

EXISTING OVERHEAD ELECTRICAL EASTMENT

PROPOSED ROAD CENTERLINE

PROPOSED CURB AND GUTTER

PROPOSED CULVERT

PROPOSED PAVEMENT MARKING

PROPOSED DITCH

PROPOSED ASPHALT ROADWAY

PROPOSED INLET

EXISTING DITCH CLEAR AND GRUB

C2.0.dwgC2.0.dwg

E T

T H

C A

R O

P R

C T

SHEETREFERENCE FILE:

DWG NO.

D A

N A

T U

R E

Se pt em be r 2 9,

- 1

:\P ro je ct s\

R dw y W

R ou gh G ra di ng

R ai l I m pr ov

A lc ol u

In d

Te ch P k C la re nd on

C o\ dw g\

C on st ru ct io n Pl an s\

R oa dw ay

\ 2

-R oa dw ay C

Pl an s.

dw g

O C

U M

H E

P R

O F

E C

O N

E N

S, IN

N O

B E

R O

D U

, C O

O R

O U

N O

C E

C O

G E

N G

R S, IN

O R

T H

C T

A N

N O

O A

N O

P R

C T.

A P

P R

O V

A L

D E

N E

C H

E C

K E

D B

L E

A T

FILE NAME:

PROJECT NO.

E N

E E

T E

C H

A P

P R

O V

E D

Ph on e (8

) 7

-2

F ax

) 7

-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-d27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: KYLE M. CLAMPITT, PE

ADDRESS: P.O. BOX 8147

CITY, STATE: COLUMBIA, SOUTH CAROLINA 29202

TELEPHONE: (803) 779-2078

FAX: (803) 779-2079

EMAIL: KCLAMPITT@ALLIANCECE.COM

R O

A d w A

Y I

M P R

O V

T S

R O

A d

A l C

O l u

I N d u

l A

N d

h N

O l O g Y

P A

R k

REFERENCES:

1. SOURCE OF PHOTOGRAPHY: GLENN ASSOCIATES APRIL

29,2022/SC GEODETIC 2020.

2. SOURCE OF CONTOUR: GLENN ASSOCIATES LIDAR APRIL

29,2022, VERTICAL DATUM NAVD-88.

3. ALL MEASUREMENTS SHOWN HEREON ARE FIELD SURVEY

DISTANCES. STATE GRID SCALE. TO OBTAIN S.C. STATE

GRID SCALE MULTIPLY BY FACTOR OF 0.99979372 OR

RESCALE PROJECT AT POINT 100,000 BY FACTOR OF

0.99979372.

4. ALL SUBSURFACE UTILITIES SHOWN HEREON WERE

SURVEYED AS MARKED BY SURFACE ELECTRONIC

LOCATING EQUIPMENT (GROUND PENETRATING RADAR) BY

LOC8 ONE, LLC. OTHER SUBSURFACE UTILITIES MAY BE

PRESENT THAT WERE NOT MARKED. DEPTH OF

SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN

FIELD VERIFIED.

5. REFERENCE IS MADE TO THE WETLANDS AND BOUNDARY

SURVEY CONDUCTED BY NESBITT SURVEYING CO, INC

REVIEWED ON DECEMBER 22, 2015.

6. REFERENCE IS MADE TO THE WETLANDS DELINEATION BY

S&ME, INC. DATED 9-2-2022.

7. REFERENCE IS MADE TO APPROVED JURISDICTIONAL

DETERMINATION SAC-2006-03606 DATED MARCH 2, 2023.

DEVELOPER INFORMATION:

OWNER: CLARENDON COUNTY ECONOMIC DEVELOPMENT

CONTACT: MR. GEORGE KOSINSKI, SCCED EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY, STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

FAX: (803) 435-4925

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

22168-0014

M A

R C h

C L

A R

E N

D O

N C

O U

N T

DATE

REVISION

3- 2-

C5.0

22168-ROADWAY C2.0

PLANS.DWG

C H

T C

TRINITY CHURCH

ROAD (US-301)

NOTES:

PROTECT EXISTING UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.

REMOVE AND RELOCATE MAILBOXES

CSX RAILROAD

N A

N d

S Ed

T C

O N

T R

O l P h A

(1 O f 6)

SPIGNER ROAD

CONSTRUCTION SEQUENCE - PHASE I INITIAL LAND DISTURBANCE:

1. RECEIVE LAND DISTURBANCE PERMIT FROM SCDHEC.

2. NOTIFY SCDHEC REGIONAL OFFICE AND CLARENDON

COUNTY 48 HOURS PRIOR TO ANY LAND DISTURBING

ACTIVITIES.

3. PRE-CONSTRUCTION MEETING WILL BE HELD ON SITE WITH

THE SCDHEC REPRESENTATIVE, OWNER AND CONTRACTOR

TO DISCUSS THE MEASURES AND HOW TO FOLLOW THE

SWPPP STANDARDS BEFORE WORK BEGINS.

4. CLEARING AND GRUBBING AS NECESSARY ALONG THE

LIMITS OF DISTURBANCE FOR INSTALLATION OF PERIMETER

CONTROLS, TEMPORARY SEDIMENT CONTROL MEASURES,

AND BEST MANAGEMENT PRACTICES (BMPS).

(CONSTRUCTION ENTRANCE, SILT FENCE).

5. AFTER ALL PERIMETER MEASURES ARE INSTALLED,

CONTINUE TO PHASE II.

6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES

FOR THE EXTENT OF THE PROJECT.

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text No. 28279

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

COMM COMM COMM

10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W

C O

M M

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF SF SF SF

SF SF SF SF SF SF SF SF SF

SF SF SF SF SF SF SF SF SF SF

SF SF SF

LIMITS OF

DISTURBANCE

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

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

117116

LIMITS OF DISTURBANCE

SILT FENCESF SF SF

E&SC LEGEND

INLET/OUTLET PROTECTION

EROSION CONTROL MATTING

CONTRUCTION ENTRACE

TEMPORARY SEEDING

CONCRETE WASHOUTCW

PS PERMANENT SEEDING

CD CHECK DAMSOPIP

EXISTING CONTOUR MAYOR

LEGEND

EXISTING CONTOUR MINOR

EXISTING PROPERTY LINEPL

EXISTING RIGHT-OF-WAYROW

EXISTING ASPHALT ROADWAY

EXISTING OVERHEAD ELECTRICAL LINEOHE

EXISTING OVERHEAD ELECTRICAL EASTMENT

PROPOSED ROAD CENTERLINE

PROPOSED CURB AND GUTTER

PROPOSED CULVERT

PROPOSED PAVEMENT MARKING

PROPOSED DITCH

PROPOSED ASPHALT ROADWAY

PROPOSED INLET

EXISTING DITCH CLEAR AND GRUB

C2.0.dwgC2.0.dwg

E T

T H

C A

R O

P R

C T

SHEETREFERENCE FILE:

DWG NO.

D A

N A

T U

R E

Se pt em be r 2 9,

- 1

:\P ro je ct s\

R dw y W

R ou gh G ra di ng

R ai l I m pr ov

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In d

Te ch P k C la re nd on

C o\ dw g\

C on st ru ct io n Pl an s\

R oa dw ay

\ 2

-R oa dw ay C

Pl an s.

dw g

O C

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P R

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S, IN

N O

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, C O

O R

O U

N O

C E

C O

G E

N G

R S, IN

O R

T H

C T

A N

N O

O A

N O

P R

C T.

A P

P R

O V

A L

D E

N E

C H

E C

K E

D B

L E

A T

FILE NAME:

PROJECT NO.

E N

E E

T E

C H

A P

P R

O V

E D

Ph on e (8

) 7

-2

F ax

) 7

-2

Po st O ff ic e Bo x

C ol um bi a, So ut h C ar ol in a

A ll ia n ce

C o n su lt in g E n gi n ee rs In c.

G C

V O

G C

K M

01,1569-d27

NOTE:

1. CAD FILES WILL BE PROVIDED TO CONTRACTOR FOR

USE WITH SITE STAKING.

2. AS-BUILT TOPOGRAPHIC SURVEY COMPLETED BY A

LICENSED SURVEYOR TO BE PROVIDED BY CONTRACTOR

TO ALLIANCE CONSULTING ENGINEERS, INC. UPON

PROJECT COMPLETION.

ENGINEER INFORMATION

COMPANY: ALLIANCE CONSULTING…

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File details come from the government source that posted it. Updated Apr 11, 2025.