ATTACHMENT_B_Drawings_Miles_Jamison_Soild_Waste_Convenience_Center_Expansion_[IFB].pdf

PDF 17 MB Posted Jan 16, 2026

Attached to: Miles Jamison Solid Waste Convenience Site Expansion and Suburban Lane Improvements
Solicitation number: 2026-45
Issued by: Dorchester County, South Carolina

About this file

Written by GovTribe AI · Jan 20, 2026

This is a set of construction drawings for the Miles Jamison Solid Waste Convenience Center Expansion Project in Dorchester County, South Carolina, located at 130 Suburban Lane, Summerville, SC. The project involves the expansion and improvement of an existing solid waste convenience center through the construction of new facilities and infrastructure improvements. The scope includes site grading and drainage improvements, utility installations (water, sewer forcemain, fiber optic, and electrical), construction of concrete pads and retaining walls, asphalt and concrete pavement, a prefabricated precast attendant building, landscaping, erosion control measures, and stormwater management systems. The drawings issued for bid in January 2026 detail site plans, grading plans, utility layouts, civil details, structural details, electrical plans, and landscaping plans across 16 sheets, with construction to proceed while the county continues to operate the facility during the project.

The project requires adherence to multiple regulatory standards including the 2021 South Carolina Building Code, ASCE 7-16, ACI 318-19, and AISC 360-16. Concrete design strengths are specified at 6,000 PSI for yard waste area slabs and push walls and 4,000 PSI for other concrete work. The contractor is responsible for providing all temporary construction support systems, safety measures, special inspections, and coordination with existing utilities and ongoing facility operations. Geotechnical analysis performed by Soil Consultants, Inc. in August 2023 established an allowable bearing capacity of 1,500 PSF. The project includes delegated design elements for micropiles and the prefabricated precast attendant building, requiring contractor submittal and approval. As-built documentation and a Certificate of Occupancy are required prior to project closeout.

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Other files

File	Type	Posted
Miles_Jamison_Solid_Waste_Convenience_Site_Expansion_and_Suburban_Lane_Improvements_(Addendum_#7_Revision).pdf	PDF	Feb 18, 2026
ADDENDUM_2_Combined_SCDOT_Encroachment_Permit.pdf	PDF	Jan 30, 2026
ADDENDUM_2_Dorchester_County_Encroachment_Permit_Suburban_Lane_Improvements.pdf	PDF	Jan 30, 2026
ADDENDUM_2_Suburban_Lane_Final_Consruction_Plans_06.03.2025.pdf	PDF	Jan 30, 2026
ADDENDUM_2__Suburban_Lane_Specifications_Package_01.28.2026.pdf	PDF	Jan 30, 2026
ATTACHMENT_A_Specifications_Miles_Jamison_Soild_Waste_Convenience_Center_Expansion_[IFB].pdf	PDF	Jan 30, 2026
ATTACHMENT_B_Drawings_Miles_Jamison_Soild_Waste_Convenience_Center_Expansion_[IFB].pdf	PDF	Jan 30, 2026
ADDENDUM_1_20260121_Miles_Jamison_Soild_Waste_Convenience_Center_Site_Layout.dwg	DWG drawing	Jan 23, 2026
ADDENDUM_1_20260121_Miles_Jamison_Soild_Waste_Convenience_Center_Proposed-Contours.dwg	DWG drawing	Jan 23, 2026
ADDENDUM_1_20260121_Miles_Jamison_Soild_Waste_Convenience_Center_Proposed-3D_Faces.dwg	DWG drawing	Jan 23, 2026
ADDENDUM_1_20231129_Miles_Jamison_Soild_Waste_Convenience_Center_Geotechnical_Report.pdf	PDF	Jan 23, 2026
ADDENDUM_1_20230517_Miles_Jamison_Soild_Waste_Convenience_Center_Existing_Conditions_Survey.dwg	DWG drawing	Jan 23, 2026
Miles_Jamison_Solid_Waste_Convenience_Site_Expansion.pdf	PDF	Jan 16, 2026
ATTACHMENT_A_Specifications_Miles_Jamison_Soild_Waste_Convenience_Center_Expansion_[IFB].pdf	PDF	Jan 16, 2026

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Dorchester County C o n t r a c t D r a w i n g s F o r

I N D E X O F D R A W I N G S

Issued for Bid

Project No. 10398931

January 2026

440 S. Church Street, Suite 1200 Charlotte, NC 28202 704.338.6700

PROJECT LOCATION

130 Suburban Lane

Summerville, SC

130 Suburban Lane Summerville, SC

Miles Jamison Solid Waste Convenience Center Expansion

GENERAL

02G-00 COVER

02G-01 BUFFERS AND ZONING

02G-02 EXISTING CONDITIONS

CIVIL

02C-01 SITE PLAN

02C-02 GRADING PLAN

02C-03 HORIZONTAL CONTROL PLAN

02C-04 UTILITY PLAN

02C-05 SUBURBAN LANE IMPROVEMENT PLAN

02C-06 CIVIL AND WATER DETAILS

02C-07 EROSION CONTROL NOTES

02C-08 EROSION CONTROL DETAILS (1 OF 4)

02C-09 EROSION CONTROL DETAILS (2 OF 4)

02C-10 EROSION CONTROL DETAILS (3 OF 4)

02C-11 EROSION CONTROL DETAILS (4 OF 4)

02C-12 SEWER FORCEMAIN PLAN

02C-13 SEWER FORCEMAIN DETAILS (1 OF 2)

02C-14 SEWER FORCEMAIN DETAILS (2 OF 2)

02C-15 STORMWATER PIPE PROFILES

02C-16 PAVEMENT MARKINGS

LANDSCAPE

02L-01 LANDSCAPING PLAN

02L-02 LANDSCAPING DETAILS

STRUCTURAL

02S-00 GENERAL NOTES

02S-01 HORIZONTAL CONTROL PLAN

02S-02 STANDARD DETAILS

ELECTRICAL

02E-01 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATION AND NOTES

02E-02 LIGHTING SITE PLAN

02E-03 POWER SITE PLAN

02E-04 SCHEDULES & ONE-LINE

02E-05 ELECTRICAL DETAILS (1 OF 1)

02E-06 BILL OF MATERIALS

01/15/26

44 46

4038 50

60 52545658

54 5456

SURVEY NAIL AND WASHER

EASTING: 2,256,123.01

NORTHING: 423,687.11

EASTING: 2,256,123.01

PROJECT (GROUND) COORDINATES

SCSPC COORDINATES

NORTHING: 423,687.11

POINT 10

59.16

CPF NAIL OTHER

56.09

CPF NAIL OTHER

39.62

CPF

IE: 46.58'

18" CM

IE: 45.63'

42" CMP

N/F

ANDREW R. CONNELL

DEED BK./PG.: 1240/095

PLAT BK./PG.: 22/159 (C/50)

T.M.S. #145-08-00-021

N/F

DORCHESTER COUNTY

C/O PUBLIC WORKS

DEED BK./PG.: 121/245

PLAT BK./PG.: 12/151 (A/187)

T.M.S. #145-08-00-017

N/F

DORCHESTER COUNTY

DEED BK./PG.: 14404/110

PLAT BK./PG.: 12/144 (A/186)

T.M.S. #145-08-00-019

N/F

MILES ROAD BAPTIST CHURCH INC.

DEED BK./PG.: 5565/298

PLAT BK./PG.: L/32

T.M.S. #145-12-01-019

N/F

WILLIAM COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: D/320

T.M.S. #145-12-01-020

N/F

WILLIAM E. COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: 22/159 (C/50)

T.M.S. #145-12-01-021

N/F

THOMAS A. LIMEHOUSE

& REBECCA B. HARPER

DEED BK./PG.: 13878/050

PLAT BK./PG.: M/123

T.M.S. #145-12-01-024

DEED BK./PG.: 7328/95

PLAT BK./PG.: 13/113 (B/5)

T.M.S. #145-08-00-013

N/F

SUBURBAN DISPOSAL SERVICE INC.

DEED BK./PG.: 1669/323

PLAT BK./PG.: O/150-151

T.M.S. #145-08-00-010

DEED BK./PG.: 863/056

PLAT BK./PG.: 12/151 (A/187)

T.M.S. #145-08-00-022

N/F ROBERT E. SCOTT. Jr.

& WILLIAM E. HENDERSON

N/F

SHANNON E. LINES

& CAMERON M. LINES ETAL

IE: 43.20'

IE: 40.49'

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

8RBR"

5RBR"

6" RBR

5RBR"

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

BUFFERS AND ZONING

02G-01.dwg

1" = 50' 02G-01

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

EXISTING CONTOUR

LEGEND

PL PROPERTY LINE

EXISTING FENCE

NOTES:

1. EXISTING TOPOGRAPHY PROVIDED BY CORNERSTONE

SURVEYING & ENGINEERING, INC. BASED ON A FIELD

SURVEY ON MAY 17, 2023.

2. WETLAND DELIENATION PROVIDED BY HDR BASED ON A

SITE REVIEW ON APRIL 29, 2025.

3. THE BOUNDARY LINE BETWEEN THE TWO DORCHESTER

COUNTY PARCELS WAS ABANDONED BY SURVEY PLAT

PREPARED BY CORNERSTONE SURVEYING &

ENGINEERING, INC. SEALED 7/10/25.

EXISTING BUILDING

EXISTING DITCH BOTTOM

WETLAND DELIENATION (SEE NOTE 2)

10' SETBACK

25' SETBACK

ZONING: COMMERCIAL

GENERAL (CG)

ZONING: COMMERCIAL

GENERAL (CG)

ZONING: COMMERCIAL

GENERAL (CG)

ZONING: COMMERCIAL

GENERAL (CG)

ZONING: COMMERCIAL

GENERAL (CG)

ZONING: PUBLIC

INSTITUTIONAL (PI)

ZONING: HEAVY

INDUSTRIAL (HI)

ZONING:

TRANSITIONAL

RESIDENTIAL

DISTRICT

(TRM)

ZONING: TRANSITIONAL

RESIDENTIAL DISTRICT (TRM)

ZONING: TRANSITIONAL

RESIDENTIAL DISTRICT (TRM)

ZONING: PUBLIC

INSTITUTIONAL (PI)

PROPERTY SETBACK

44 46

4038 50

60 52545658

54 5456

SURVEY NAIL AND WASHER

EASTING: 2,256,123.01

NORTHING: 423,687.11

EASTING: 2,256,123.01

PROJECT (GROUND) COORDINATES

SCSPC COORDINATES

NORTHING: 423,687.11

POINT 10

59.16

CPF NAIL OTHER

56.09

CPF NAIL OTHER

39.62

CPF

IE: 46.58'

18" CM

IE: 45.63'

42" CMP

N/F

ANDREW R. CONNELL

DEED BK./PG.: 1240/095

PLAT BK./PG.: 22/159 (C/50)

T.M.S. #145-08-00-021

N/F

DORCHESTER COUNTY

C/O PUBLIC WORKS

DEED BK./PG.: 121/245

PLAT BK./PG.: 12/151 (A/187)

T.M.S. #145-08-00-017

N/F

DORCHESTER COUNTY

DEED BK./PG.: 14404/110

PLAT BK./PG.: 12/144 (A/186)

T.M.S. #145-08-00-019

N/F

MILES ROAD BAPTIST CHURCH INC.

DEED BK./PG.: 5565/298

PLAT BK./PG.: L/32

T.M.S. #145-12-01-019

N/F

WILLIAM COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: D/320

T.M.S. #145-12-01-020

N/F

WILLIAM E. COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: 22/159 (C/50)

T.M.S. #145-12-01-021

N/F

THOMAS A. LIMEHOUSE

& REBECCA B. HARPER

DEED BK./PG.: 13878/050

PLAT BK./PG.: M/123

T.M.S. #145-12-01-024

DEED BK./PG.: 7328/95

PLAT BK./PG.: 13/113 (B/5)

T.M.S. #145-08-00-013

N/F

SUBURBAN DISPOSAL SERVICE INC.

DEED BK./PG.: 1669/323

PLAT BK./PG.: O/150-151

T.M.S. #145-08-00-010

DEED BK./PG.: 863/056

PLAT BK./PG.: 12/151 (A/187)

T.M.S. #145-08-00-022

N/F ROBERT E. SCOTT. Jr.

& WILLIAM E. HENDERSON

N/F

SHANNON E. LINES

& CAMERON M. LINES ETAL

IE: 43.20'

IE: 40.49'

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

8RBR"

5RBR"

6" RBR

5RBR"

LOD

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

EXISTING CONDITIONS

02G-02.dwg

1" = 50' 02G-02

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

EXISTING CONTOUR

LEGEND

PL PROPERTY LINE

EXISTING FENCE

NOTES:

1. EXISTING TOPOGRAPHY PROVIDED BY CORNERSTONE

SURVEYING & ENGINEERING, INC. BASED ON A FIELD

SURVEY ON MAY 17, 2023.

2. WETLAND DELIENATION PROVIDED BY HDR BASED ON A

SITE REVIEW ON APRIL 29, 2025.

3. THE BOUNDARY LINE BETWEEN THE TWO DORCHESTER

COUNTY PARCELS WAS ABANDONED BY SURVEY PLAT

PREPARED BY CORNERSTONE SURVEYING &

ENGINEERING, INC. SEALED 7/10/25.

4. ALL EXISTING BUILDINGS/CONTAINERS TO BE REMOVED BY

CONTRACTOR.

EXISTING BUILDING

EXISTING DITCH BOTTOM

WETLAND DELIENATION (SEE NOTE 2)

10' SETBACK

25' SETBACK

100' TYPE B BUFFER

PROPERTY SETBACK

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

XXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD

LOD LOD

PLPLPL

PL PL PL

PLPLPL

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

159.16

CPF NAIL OTHER

1056.09

CPF NAIL OTHER

IE: 46.58' 18" CMP

IE: 45.63'

42" C M

IE: 43.20'

IE: 40.49'

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

6" RBR

5RBR"

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

SITE PLAN

02C-01.dwg

1" = 30' 02C-01

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 11/2025 ISSUED FOR BID

LEGEND

PL PROPERTY LINE

EXISTING FENCE

NOTES:

1. EXISTING TOPOGRAPHY PROVIDED BY

CORNERSTONE SURVEYING & ENGINEERING, INC.

BASED ON A FIELD SURVEY ON MAY 17, 2023.

2. GEOTECHNICAL BORINGS PERFORMED BY SOIL

CONSULTANTS INC. ON AUGUST 22, 2023.

3. THE OPEN TOP BOXES AND COMPACTOR UNITS WILL

BE PROVIDED BY THE COUNTY IN A SEPARATE

CONTRACT. THEY ARE SHOWN FOR REFERENCE.

4. WETLAND DELIENATION PROVIDED BY HDR BASED

ON A SITE REVIEW ON APRIL 29, 2025.

5. DORCHESTER COUNTY DOES NOT MAINTAIN

DRAINAGE SWALES, REFERENCE OPERATING AND

MAINTENANCE AGREEMENT. NO LARGE VEGETATION

IN EASEMENTS.

6. SEE STRUCTURAL DRAWINGS FOR DETAILS ON

CONCRETE PADS AND WALLS.

7. CONTRACTOR SHALL CLEAR EXISTING TREES/BRUSH

AS NECESSARY TO INSTALL CHAIN LINK FENCING

8. ATTENDANT BUILDING SHALL BE PREFABRICATED

PRECAST UNIT PER DELEGATED DESIGN, SEE

SPECIFICATION SECTION 13 34 01.

9. SEAL BETWEEN ASPHALT AND CONCRETE

PAVEMENT TO BE SIKAFLEX-410 ASPHALT SEALANT

OR EQUIVALENT.

COUNTY VEHICLES

CITIZEN VEHICLES

ATTENDANT BUILDING

(SEE NOTE 8)

STONE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

OPEN TOP BOX

COMPACTOR UNIT

DRAINAGE CHANNEL

STORM PIPE

PUSH WALL

CONCRETE

PAVEMENT

02C-06

STORMWATER

MANAGEMENT AREA

ASPHALT

PAVEMENT

02C-06

ASPHALT

PAVEMENT

02C-06

ALL VEHICLE TRAFFIC

PROPOSED FENCE

YARD WASTE AND

GRINDING AREA

TIRE

RECEIVING

AREA

YARD WASTE

RECEIVING AREA

STORMWATER

MANAGEMENT

AREA

CITIZEN TRAFFIC COUNTY TRAFFIC(2) 18" RCP

PARKING LOT

EXISTING

DITCH BOTTOM

15" RCP

GEOTECHNICAL BORING

RIGHT-OF-WAY

36" RCP

SPEED

BUMP

02C-06

CURB AND

GUTTER

02C-06

4" CONCRETE

SIDEWALK

PROPERTY SETBACK

DOUBLE ROW

OF SILT FENCE

GRAVEL

ROAD

02C-06

LOD LOD

SFSF SILT FENCE

CONCRETE

PAVEMENT

02C-06

15" RCP

GRAVEL

AREA

02C-06

02C-10SILT FENCE (SIM)

SEE NOTE 8 ON

SHEET 02C-06

FIBER OPTICFO

W WATER LINE

OVERHEAD ELECTRIC

PLPLPL

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

1056.09

CPF NAIL OTHER

N/F

ILES ROAD BAPTIST CHURCH INC.

DEED BK./PG.: 5565/298

PLAT BK./PG.: L/32

T.M .S. #145-12-01-019

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

6" RBR

5RBR"

514040

52 53 54 56 57

575858

1.91%

5049 49

55 56 57 58

6060595857565554

57 58

1.78% 1.78% 1.78%

3.86%

3:1

2.3 1%

0.76%

5.00% 3.51% 1.50%

1.48%

2.87%

1.39% 1.37%

1.09%3.06%

2.27%

2.56%

3:1

2.82%

2.06%

2.49%

2.19

1.29%

3:1 3:1

3:1

1.29%

1.29% 2.96%

3.63%

4.43%

6.89%

3:1

6.67

5.56%

3:1

4746454443

XXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD

LOD LOD

SILT FENCE

02C-10

SILT FENCE

02C-10

OUTLET

PROTECTION

02C-08

(2) 18"Ø RCP

186 LF EACH

INV. IN 50.0

INV. OUT 47.0

OUTLET

PROTECTION

15"Ø RCP PIPE 76 LF

INV. IN 47.42'

INV. OUT 47.0'

02C-08

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

CURB CUT FOR

DRAINAGE 1 - FT

WIDE X 2-FT LONG

(SEE NOTE 9)

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

GRADING PLAN

02C-02.dwg

1"-30' 02C-02

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 09/2025 REVISED PER BUREAU OF COASTAL MANAGEMENT

4 01/2026 ISSUED FOR BID

EXISTING CONTOUR

LEGEND

RIGHT-OF-WAY

EXISTING FENCE

NOTES:

1. EXISTING TOPOGRAPHY PROVIDED BY CORNERSTONE SURVEYING & ENGINEERING,

INC. BASED ON A FIELD SURVEY ON MAY 17, 2023.

2. GEOTECHNICAL BORINGS PERFORMED BY SOIL CONSULTANTS INC. ON AUGUST 22,

2023.

3. SEE SHEET 02C-03 FOR HORIZONTAL CONTROL POINTS TABLE.

4. REFER TO THE PROJECT SPECIFICATIONS FOR THE WORK HOURS AND COORDINATION

WITH SITE OPERATIONS.

5. NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG SUBURBAN LANE

DURING THE HOURS THE SITE IS OPERATIONAL.

6. SUBURBAN LANE IMPROVEMENTS IS A SEPARATE PROJECT THAT STARTS AT MILES

JAMISON AND ENDS IN THE LOCATION SHOWN. REFER TO THE CONSTRUCTION

DOCUMENTS FOR THAT PROJECT. DURING CONSTRUCTION OF THE SOLID WASTE

CONVENIENCE CENTER, THE CONSTRUCTION ENTRANCE MUST BE MAINTAINED. REFER

TO 02C-05 FOR CONTINUATION OF SUBURBAN LANE

7. DORCHESTER COUNTY DOES NOT MAINTAIN DRAINAGE SWALES, REFERENCE

OPERATING AND MAINTENANCE AGREEMENT. NO LARGE VEGETATION IN EASEMENTS.

8. REFER TO 02C-05 FOR CONTINUATION OF THE WATER AND SEWER FORCEMAIN.

9. ENERGY DISSIPATER PAD: 2-FT WIDE, 4-FT LONG. CLASS B RIP RAP.

ATTENDANT

BUILDING

(FFE-53.5')

DRAINAGE CHANNEL

STORM PIPESD

PROPOSED FENCE

PROPOSED CONTOUR55

02C-08

SEDIMENT

BASIN

PUSH WALL

EMERGENCY

SPILLWAY

EL. 48.50

02C-08

POROUS

BAFFLES

02C-08

02C-09

DRAINAGE

CHANNEL #1

ROCK INLET

PROTECTION

02C-09

AREA IS TO BE TREATED AS

CONSTRUCTION ENTRANCE UNTIL

PAVED WITH ASPHALT

CONSTRUCTION

ENTRANCE

02C-10

GEOTECHNICAL BORING

INLET PROTECTION

SILT FENCE

02C-11

LIMITS OF DISTURBANCELOD

SPEED

BUMP

02C-06

PL PROPERTY LINE

15"Ø RCP 41 LF

INV IN. 50.0

INV OUT. 47.38

FLARED INLET

36"Ø RCP 47 LF

INV. IN: 44.0

INV. OUT: 43.0

48"x48" TRASH

RACK WITH RISER

RIM EL. 47.75

GENERAL CONSTRUCTION SEQUENCE

OWNER WILL CONTINUE TO OPERATE THE FACILITY DURING CONSTRUCTION. CONTRACTOR

TO COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER/ENGINEER THROUGHOUT

CONSTRUCTION.

1. ESTABLISH LIMITS OF DISTURBANCE.

2. PERFORM INITIAL SURVEY AND VERIFY WITH ENGINEER PRIOR TO BEGINNING

EARTHWORK ACTIVITIES.

3. CONDUCT PRE-CONSTRUCTION MEETING.

4. INSTALL EROSION CONTROL MEASURES (I.E. SILT FENCE, CONSTRUCTION ENTRANCE ).

5. REMOVE ALL DEBRIS WITHIN THE LIMIT OF DISTURBANCE TO A PERMITTED FACILITY.

6. INSTALL THE SEDIMENT BASIN (RISER, BARREL, SKIMMER, APRON OUTLET. SOIL FROM

THE SEDIMENT POND MAY NEED TO BE FROM AN OFF SITE SOURCE.

7. ONCE THE SEDIMENT BASIN IS OPERATIONAL, PERFORM GRADING IN THE AREAS OF

THE YARD WASTE RECEIVING AND GRINDING AREA AND DRAINAGE CHANNEL #1.

8. INSTALL UTILITIES (I.E. WATER, SEWER, ELECTRICAL, FIBER OPTICS, STORM DRAINAGE).

9. INSTALL THE RETAINING WALL FOR THE YARD WASTE GRINDING AREA.

10. INSTALL THE FINAL SURFACE FOR THE YARD WASTE RECEIVING AND GRINDING AREA.

11. COORDINATE WITH THE OWNER TO RELOCATE THEIR OPERATIONS TO THE YARD

WASTE RECEIVING AND GRINDING AREA.

12. PERFORM GRADING IN THE REMAINDER OF THE SITE.

13. INSTALL ATTENDANT BUILDING.

14. INSTALL UTILITIES (I.E. WATER, SEWER, ELECTRICAL, STORM DRAINAGE).

15. PERMANENT SEED ALL AREAS THAT HAVE ACHIEVED FINAL GRADE.

16. INSTALL STONE, ASPHALT PAVEMENT, AND CONCRETE PAVEMENT IN DESIGNATED

AREAS.

17. PAVE TOP LAYER OF ASPHALT FOR SUBURBAN LANE.

18. SUBMIT AS-BUILT SURVEY PREPARED BY A SC REGISTERED LAND SURVEYOR TO

OWNER.

19. OBTAIN CERTIFICATE OF OCCUPANCY FROM COUNTY.

20. REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE VEGETATION IS

ESTABLISHED.

EXTENT OF THE

SUBURBAN LANE

IMPROVEMENT PROJECT

GUARDRAIL

AND END POST

02C-06

STRAW BALE

CONCRETE

WASHOUT

02C-09

SEE NOTE 6

BASIN BOTTOM

SLOPE 0.5% MIN.

DOUBLE ROW

OF SILT FENCE

GRATED PRECAST

DROP INLET

RIM EL: 50.48'

SF SF

DRAINAGE

CHANNEL #2

02C-09

GUARDRAIL AND

START POST

02C-06

02C-09

02C-10

SILT FENCE (SIM)

SEE NOTE 8 ON

SHEET 02C-06

FIBER OPTICSFO

SILT FENCE

OVERHEAD ELECTRIC

FM SEWER FORCEMAIN

W WATER LINE

FENCE LINE ALONG THIS SIDE

CAN BE ADJUSTED FOR

VEGETATION AND TERRAIN

PLPLPL

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

1056.09

CPF NAIL OTHER

N/F

ILES ROAD BAPTIST CHURCH INC.

DEED BK./PG.: 5565/298

PLAT BK./PG.: L/32

T.M .S. #145-12-01-019

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

6" RBR

5RBR"

514040

52 53 54 56 57

575858

1.91%

5049 49

55 56 57 58

6060595857565554

57 58

1.78% 1.78% 1.78%

3.86%

3:1

2.3 1%

0.76%

5.00% 3.51% 1.50%

1.48%

2.87%

1.39% 1.37%

1.09%3.06%

2.27%

2.56%

3:1

2.82%

2.06%

2.49%

2.19

1.29%

3:1 3:1

3:1

1.29%

1.29% 2.96%

3.63%

4.43%

6.89%

3:1

6.67

5.56%

3:1

4746454443

XXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD

LOD LOD

SILT FENCE

02C-10

SILT FENCE

02C-10

OUTLET

PROTECTION

02C-08

(2) 18"Ø RCP

186 LF EACH

INV. IN 50.0

INV. OUT 47.0

OUTLET

PROTECTION

15"Ø RCP PIPE 76 LF

INV. IN 47.42'

INV. OUT 47.0'

02C-08

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

CURB CUT FOR

DRAINAGE 1 - FT

WIDE X 2-FT LONG

(SEE NOTE 9)

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

GRADING PLAN

02C-02.dwg

1"-30' 02C-02

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 09/2025 REVISED PER BUREAU OF COASTAL MANAGEMENT

4 01/2026 ISSUED FOR BID

EXISTING CONTOUR

LEGEND

RIGHT-OF-WAY

EXISTING FENCE

NOTES:

1. EXISTING TOPOGRAPHY PROVIDED BY CORNERSTONE SURVEYING & ENGINEERING,

INC. BASED ON A FIELD SURVEY ON MAY 17, 2023.

2. GEOTECHNICAL BORINGS PERFORMED BY SOIL CONSULTANTS INC. ON AUGUST 22,

2023.

3. SEE SHEET 02C-03 FOR HORIZONTAL CONTROL POINTS TABLE.

4. REFER TO THE PROJECT SPECIFICATIONS FOR THE WORK HOURS AND COORDINATION

WITH SITE OPERATIONS.

5. NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG SUBURBAN LANE

DURING THE HOURS THE SITE IS OPERATIONAL.

6. SUBURBAN LANE IMPROVEMENTS IS A SEPARATE PROJECT THAT STARTS AT MILES

JAMISON AND ENDS IN THE LOCATION SHOWN. REFER TO THE CONSTRUCTION

DOCUMENTS FOR THAT PROJECT. DURING CONSTRUCTION OF THE SOLID WASTE

CONVENIENCE CENTER, THE CONSTRUCTION ENTRANCE MUST BE MAINTAINED. REFER

TO 02C-05 FOR CONTINUATION OF SUBURBAN LANE

7. DORCHESTER COUNTY DOES NOT MAINTAIN DRAINAGE SWALES, REFERENCE

OPERATING AND MAINTENANCE AGREEMENT. NO LARGE VEGETATION IN EASEMENTS.

8. REFER TO 02C-05 FOR CONTINUATION OF THE WATER AND SEWER FORCEMAIN.

9. ENERGY DISSIPATER PAD: 2-FT WIDE, 4-FT LONG. CLASS B RIP RAP.

ATTENDANT

BUILDING

(FFE-53.5')

DRAINAGE CHANNEL

STORM PIPESD

PROPOSED FENCE

PROPOSED CONTOUR55

02C-08

SEDIMENT

BASIN

PUSH WALL

EMERGENCY

SPILLWAY

EL. 48.50

02C-08

POROUS

BAFFLES

02C-08

02C-09

DRAINAGE

CHANNEL #1

ROCK INLET

PROTECTION

02C-09

AREA IS TO BE TREATED AS

CONSTRUCTION ENTRANCE UNTIL

PAVED WITH ASPHALT

CONSTRUCTION

ENTRANCE

02C-10

GEOTECHNICAL BORING

INLET PROTECTION

SILT FENCE

02C-11

LIMITS OF DISTURBANCELOD

SPEED

BUMP

02C-06

PL PROPERTY LINE

15"Ø RCP 41 LF

INV IN. 50.0

INV OUT. 47.38

FLARED INLET

36"Ø RCP 47 LF

INV. IN: 44.0

INV. OUT: 43.0

SEDIMENT

BASIN

GENERAL CONSTRUCTION SEQUENCE

OWNER WILL CONTINUE TO OPERATE THE FACILITY DURING CONSTRUCTION. CONTRACTOR

TO COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER/ENGINEER THROUGHOUT

CONSTRUCTION.

1. ESTABLISH LIMITS OF DISTURBANCE.

2. PERFORM INITIAL SURVEY AND VERIFY WITH ENGINEER PRIOR TO BEGINNING

EARTHWORK ACTIVITIES.

3. CONDUCT PRE-CONSTRUCTION MEETING.

4. INSTALL EROSION CONTROL MEASURES (I.E. SILT FENCE, CONSTRUCTION ENTRANCE ).

5. REMOVE ALL DEBRIS WITHIN THE LIMIT OF DISTURBANCE TO A PERMITTED FACILITY.

6. INSTALL THE SEDIMENT BASIN (RISER, BARREL, SKIMMER, APRON OUTLET. SOIL FROM

THE SEDIMENT POND MAY NEED TO BE FROM AN OFF SITE SOURCE.

7. ONCE THE SEDIMENT BASIN IS OPERATIONAL, PERFORM GRADING IN THE AREAS OF

THE YARD WASTE RECEIVING AND GRINDING AREA AND DRAINAGE CHANNEL #1.

8. INSTALL UTILITIES (I.E. WATER, SEWER, ELECTRICAL, FIBER OPTICS, STORM DRAINAGE).

9. INSTALL THE RETAINING WALL FOR THE YARD WASTE GRINDING AREA.

10. INSTALL THE FINAL SURFACE FOR THE YARD WASTE RECEIVING AND GRINDING AREA.

11. COORDINATE WITH THE OWNER TO RELOCATE THEIR OPERATIONS TO THE YARD

WASTE RECEIVING AND GRINDING AREA.

12. PERFORM GRADING IN THE REMAINDER OF THE SITE.

13. INSTALL ATTENDANT BUILDING.

14. INSTALL UTILITIES (I.E. WATER, SEWER, ELECTRICAL, STORM DRAINAGE).

15. PERMANENT SEED ALL AREAS THAT HAVE ACHIEVED FINAL GRADE.

16. INSTALL STONE, ASPHALT PAVEMENT, AND CONCRETE PAVEMENT IN DESIGNATED

AREAS.

17. PAVE TOP LAYER OF ASPHALT FOR SUBURBAN LANE.

18. SUBMIT AS-BUILT SURVEY PREPARED BY A SC REGISTERED LAND SURVEYOR TO

OWNER.

19. OBTAIN CERTIFICATE OF OCCUPANCY FROM COUNTY.

20. REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE VEGETATION IS

ESTABLISHED.

EXTENT OF THE

SUBURBAN LANE

IMPROVEMENT PROJECT

GUARDRAIL

AND END POST

02C-06

STRAW BALE

CONCRETE

WASHOUT

02C-09

SEE NOTE 6

BASIN BOTTOM

SLOPE 0.5% MIN.

DOUBLE ROW

OF SILT FENCE

GRATED PRECAST

DROP INLET

RIM EL: 50.48'

SF SF

DRAINAGE

CHANNEL #2

02C-09

GUARDRAIL AND

START POST

02C-06

02C-08

02C-10

SILT FENCE (SIM)

SEE NOTE 8 ON

SHEET 02C-06

FIBER OPTICSFO

SILT FENCE

OVERHEAD ELECTRIC

FM SEWER FORCEMAIN

W WATER LINE

FENCE LINE ALONG THIS SIDE

CAN BE ADJUSTED FOR

VEGETATION AND TERRAIN

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

1" OT

8" RBR

1.25" OT

XXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXX

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

40'

12'

(TYP)

40' (TYP)

12'

24.9'

10'

(TYP)

25' (TYP)

40'

12'

(TYP)

19.1'

20'

16.2'

104.3'

74'

69.4'

35.7'

159' 180' 100'

100'

59.9'

27.5'

10'

N33°20'08.3"E, 653.81'

S6 0°

'59

.7" E, 6.2

S24°20'07.8"W, 607.90'

S6 0°

'30

.7" E, 3.8

121.8'

50'

226'

130'

14.2'

27.00'

40' (TYP)

19.2'

6.8'

R30' 10'

45.9' 19.6'

48.5'

19.3'

18.3' 12.4'

286.5'

R19.3'

R30'

R36.2'

R39.7'

R20'

R38.3'

48.1'

R4'

POINT TABLE

POINT NO.

NORTHING

424141.67

423760.01

424205.99

423922.64

423867.77

423824.33

423892.52

423849.07

424095.01

423968.89

424187.04

424172.44

424158.78

424150.30

424122.00

424113.52

424085.23

424076.75

424048.45

424039.97

424011.23

424003.20

423970.73

423953.87

424270.59

424234.55

424221.62

424212.72

424184.43

424175.94

424147.65

424139.17

424110.87

424102.39

424074.10

424065.62

424037.32

EASTING

2256354.18

2256136.79

2256241.26

2256079.87

2256048.62

2256023.87

2256005.17

2255980.42

2256130.79

2256062.92

2256153.33

2256138.53

2256124.89

2256133.37

2256105.10

2256113.59

2256085.31

2256093.80

2256065.52

2256074.01

2256046.18

2256054.22

2256021.77

2256012.59

2256118.13

2256112.44

2256099.53

2256108.44

2256080.17

2256088.65

2256060.38

2256068.86

2256040.59

2256049.08

2256020.80

2256029.29

2256001.01

ELEVATION

60.00

55.61

59.00

54.49

52.59

51.84

52.59

51.84

0.00

57.91

55.85

0.00

54.72

0.31

0.00

0.31

57.84

54.72

57.84

0.31

57.84

0.31

DESCRIPTION

CORNER OF AREA

EDGE OF STONE

EDGE OF PAVEMENT

CORNER OF AREA

EDGE OF PAVEMENT

CORNER OF AREA

EDGE OF STONE

END OF WALL

WALL

END OF WALL

EDGE OF PAVEMENT

END OF WALL

WALL

POINT TABLE

POINT NO.

NORTHING

424028.84

424000.55

423982.77

423971.24

424292.30

424285.15

424228.35

424203.98

424205.94

424181.54

424183.55

424159.11

424161.11

424136.81

424138.72

424114.25

424116.26

424091.89

423990.59

424221.14

424261.50

424307.88

424303.81

424293.12

424294.61

424097.01

423965.30

423809.54

423795.78

423944.25

423948.12

424242.65

423965.64

423981.97

424291.23

424119.10

424054.58

EASTING

2256009.50

2255981.22

2255960.85

2255952.54

2256087.76

2256070.58

2256031.45

2256026.38

2256016.66

2256011.57

2256001.80

2255996.72

2255986.94

2255981.80

2255972.09

2255966.97

2255957.27

2255952.14

2255849.01

2256198.66

2256186.96

2256100.48

2256111.79

2256130.79

2256052.76

2255920.45

2255842.45

2255708.25

2255722.77

2255870.48

2255896.85

2256173.62

2255857.51

2255861.29

2256091.11

2256191.77

2256304.57

ELEVATION

57.84

54.72

0.31

56.00

0.00

56.00

0.00

56.00

0.00

0.31

0.00

DESCRIPTION

WALL

END OF WALL

WALL

EDGE OF PAVEMENT

EDGE OF STONE

EDGE OF PAVEMENT

EDGE OF CONCRETE

EDGE OF PAVEMENT

END OF WALL

WALL

EDGE OF PAVEMENT

CORNER OF AREA

POINT TABLE

POINT NO.

NORTHING

423927.90

423902.79

423926.14

423945.58

423940.59

EASTING

2255891.47

2255940.92

2255939.67

2255890.52

2255890.78

ELEVATION

52.50

0.00

52.50

0.00

DESCRIPTION

PARKING

RAMP

PARKING AND RAMP CONTROL POINTS

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

HORIZONTAL CONTROL PLAN

02C-03.dwg

1" = 30' 02C-03

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

YARD WASTE AND

GRINDING AREA

TIRE

RECEIVING

AREA

YARD WASTE

RECEIVING AREA

NOTES:

1. SEE SHEET 02C-02 FOR GENERAL NOTES.

2. SEE THIS SHEET FOR CONTROL POINT TABLE.

3. CONTRACTOR TO STAKE THE CONTROL POINTS

THEN FIELD REVIEW WITH ENGINEER.

4. CONTRACTOR TO SUBMIT CONCRETE CONTROL

JOINT LAYOUT FOR CONCRETE PAVED AREAS TO

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO

CONCRETE PLACEMENT.

514040

52 53 54 56 57

575858

1.91%

5049 49

55 56 57 58

6060595857565554

57 58

61 62

1.78% 1.78% 1.78%

3.86%

3:1

2.3 1%

0.76%

5.00% 3.51% 1.50%

1.48%

2.87%

1.39% 1.37%

1.09%3.06%

2.27%

2.56%

3:1

2.82%

2.06%

2.49%

2.19

1.29%

3:1 3:1

3:1

1.29%

1.29% 2.96%

3.63%

4.43%

6.89%

3:1

6.67

5.56%

3:1

4746454443

PLPLPL

PL PL PL PL

PLPLPLPL

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

159.16

CPF NAIL OTHER

1056.09

CPF NAIL OTHER

IE: 46.58' 18" CMP

IE: 45.63'

42" C M

N/F

ILES ROAD BAPTIST CHURCH INC.

DEED BK./PG.: 5565/298

PLAT BK./PG.: L/32

T.M .S. #145-12-01-019

PLAT BK./PG.: 13/113 (B/5)

T.M .S. #145-08-00-013

N/F

SUBURBAN DISPOSAL SERVICE INC.

DEED BK./PG.: 1669/323

PLAT BK./PG.: O/150-151

T.M .S. #145-08-00-010

& W

ILLIAM

E. HENDERSON

IE: 43.20'

IE: 40.49'

5RBR"

AXLE" BENT

1" OT

8" RBR

1.25" OT

5RBR"

4RBR"

6" RBR

5RBR"

XXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

U L

FO FO FO FOULUL

UGE UGE UGE

UGE

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

UTILITY PLAN

02C-04.dwg

1" = 30' 02C-04

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

EXISTING CONTOUR

LEGEND

PL PROPERTY BOUNDARY

EXISTING FENCE

NOTES:

1. SEE SHEET 02G-01 FOR GENERAL NOTES.

2. SEE SHEET 02C-05 FOR ELECTRICAL AND FIBER

OPTIC CONDUITS.

3. 1"Ø WATER LINE CONTINUES TO TIE INTO THE

PUBLIC MAIN LINE AT MILES JAMISON ROAD. REFER

TO SHEET 02C-05 FOR CONTINUATION OF UTILITIES.

4. DORCHESTER COUNTY DOES NOT MAINTAIN

DRAINAGE SWALES, REFERENCE OPERATING AND

MAINTENANCE AGREEMENT. NO LARGE VEGETATION

IN EASEMENTS.

5. SEE SHEET 02C-015 FOR STORMWATER PIPE PLAN

AND PROFILES.

6. THE 1.25" DIAMETER SEWER FORCEMAIN CONTINUES

FROM THE GRINDER PUMP STATION TO TIE INTO THE

MANHOLE ON MILES JAMISON. REFER TO 02C-05 FOR

CONTINUATION.

STORM PIPESD

PROPOSED FENCE

PROPOSED CONTOUR

FIBER OPTICFO

WATER LINE

YARD WASTE AND

GRINDING AREA

TIRE

RECEIVING

AREA

YARD WASTE

RECEIVING AREA

(2) 18"Ø RCP PIPE

170 LF EACH

INV. IN 50.0

INV. OUT 47.0

SEE NOTES FOR CONDUIT

FOR ELECTRICAL AND FIBER

1"Ø WATER LINE

(SEE NOTE 3)

15"Ø RCP PIPE

78 LF

INV. IN 47.42

INV. OUT 47.0

36"Ø RCP PIPE

47 LF

INV. IN 44.0

INV. OUT 43.0

48"x48" BOX RISER

RIM EL. 47.75

24"x24"x48" PRECAST

CATCH BASIN #1

12" RCP OUT

15" Ø RCP PIPE

66 LF

INV IN. 49.5

INV OUT. 49.0

FLARED INLET

LOD LIMIT OF DISTURBANCE

SFSF SILT FENCE

SEWER FORCE MAINFM

02C-13

FORCEMAIN

PIPE BEDDING

02C-06

YARD

HYDRANT

02C-14

GRINDER

PUMP

POWER DISTRIBUTIONUGE

ELECTRICUL

OVERHEAD ELECTRIC

LOD

73.19'

SDSD

0+00.00

1+00.00 1+20.19

1+91.86

PLPL

IE: 46.58'

18" CM

IE: 45.63'

42" CMP

MILES JAMISON ROAD - (S-18-377)

SUBURBAN LANE

N/F

WILLIAM COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: D/320

T.M.S. #145-12-01-020

N/F

WILLIAM E. COFIELD

DEED BK./PG.: 1240/095

PLAT BK./PG.: 22/159 (C/50)

T.M.S. #145-12-01-021

N/F

THOMAS A. LIMEHOUSE

& REBECCA B. HARPER

DEED BK./PG.: 13878/050

PLAT BK./PG.: M/123

T.M.S. #145-12-01-024

N/F

VICTOR MIGUEL HERNANDEZ

DEED BK./PG.: 12751/019

PLAT BK./PG.: M/60

T.M.S. #145-08-00-066 IE: 43.20'

IE: 40.49'

5RBR"

4RBR"

1OT"

5RBR"

AXLE" BENT

6" RBR

5RBR"

SUBURBAN LN.

DORCHESTER COUNTYAA

SUBURBAN LANE SECTION

GROUND LINE

VARIES

(SHOWN 4:1)**

GROUND LINE

FINISHED

GRADE POINT

50:150:1

VARIESVARIES

0.5' 0.5'

(SHOWN 12.0') (SHOWN 12.0')

VARIES

(SHOWN 4:1)**

3'3'

30:1 30:1

3'3'

10:1 10:1

PROPOSED

2" FIBER OPTIC

CONDUIT PROPOSED 1" WATER LINE

PROPOSED

1.25" SEWER

FORCE MAIN

3' C

R M

" M

. S

3' MIN. FROM

R/W LINE

5' MIN. FROM

R/W LINE

C O

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

SUBURBAN LANE

IMPROVEMENT PLAN

02C-05.dwg

1" = 60' 02C-05

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

EDGE OF ROAD

1" WATER SERVICE

CONNECTION

02C-06

EXISTING WATER MAIN

AREA IS TO BE TREATED AS

CONSTRUCTION ENTRANCE UNTIL

PAVED WITH ASPHALT

CONSTRUCTION

ENTRANCE

02C-10

PROPERTY LINE/RIGHT-OF-WAY

NOTES

1. REFER TO THE ENTRANCE ROAD IMPROVEMENTS

DRAWINGS FOR THE DESIGN AND SPECIFICATIONS OF

SUBURBAN LANE.

2. REFER TO SHEET 02C-12.

WATERLINE:

1. THE CONTRACTOR WILL NEED TO CONTACT SUMMERVILLE

COMMISSIONERS OF PUBLIC WORKS (SCPW) AND REQUEST

A FEE QUOTE FROM SCPW FOR TIE-IN. A QUOTE IS

NECESSARY BECAUSE ALL TIE-INS ARE COORDINATED AND

PARTIALLY OR FULLY PERFORMED BY SCPW PERSONNEL.

2. SCPW PERFORMS THE TAP BY INSTALLING THE SADDLE,

INSTALLS THE VALVE AND MANHOLE, THEN EXTENDS THE 1”

POTABLE WATER SERVICE LINE TO GROUND LEVEL AND

CAPS IT OFF AT THE EDGE OF THE MILES JAMISON RIGHT OF

WAY.

3. FROM THAT POINT, IT BECOMES THE RESPONSIBILITY OF

THE CONTRACTOR TO EXTEND THE LINE ALONG SUBURBAN

LANE TO THE ATTENDANT BUILDING.

4. THE TAP WILL BE CONDUCTED ON AN SCDOT CONTROLLED

ROAD (MILES JAMISON ROAD). SCPW HAS A BLANKET

ENCROACHMENT PERMIT FOR SERVICE INSTALLATIONS

FROM SCDOT. THEREFORE NO FURTHER COORDINATION

WILL BE REQUIRED FOR THE WORK ON MILES JAMISON

ROAD.

5. SUBURBAN LANE IS COUNTY OWNED. THE CONTRACTOR IS

ALLOWED TO INSTALL A WATER LINE WITHIN THE RIGHT OF

WAY OF SUBURBAN LANE.

6. REFER TO THE DETAIL FOR THE LOCATION OF THE WATER

LINE ALONG SUBURBAN LANE.

FIBER OPTIC:

1. THE CONTRACTOR TO INSTALL A 2-INCH CONDUIT AND

PULL STRING THEN CAP OFF EACH END. THE COUNTY

WILL INSTALL THE FIBER OPTIC.

2. REFER TO THE SUBURBAN LANE SECTION ON THIS

SHEET FOR THE LOCATION OF THE FIBER OPTIC ALONG

SUBURBAN LANE.

RIGHT-OF-WAY

TYPICAL VALVE

SUBURBAN LANE IMPROVEMENTS IS A

SEPARATE PROJECT. REFER TO CONTRACT

DOCUMENTS FOR THAT PROJECT.

SEE SUBURBAN LANE SECTION.

ELECTRIC:

1. DOMINION WILL PROVIDE OVERHEAD POWER FROM THE

EXISTING UTILITY POLE ON SUBURBAN LANE TO A POLE

MOUNTED TRANSFORMER NEAR THE ATTENDANT

BUILDING. CONTRACTOR TO COORDINATE WITH OWNER

ON THE LOCATION OF THE POLE.

OVERHEAD POWER

PROVIDED BY DOMINION

EXISTING UTILITY POLE

SEWER LINE:

1. THE COUNTY HAS OBTAINED APPROVAL FROM

SUMMERVILLE COMMISSIONERS OF PUBLIC WORKS

(SCPW ) TO CONNECT THE FORCEMAIN TO MANHOLE

54-183.

2. REFER TO THE SUBURBAN LANE SECTION FOR THE

LOCATION OF THE SEWER FORCEMAIN ALONG

SUBURBAN LANE.

1" METER AND RP BACKFLOW PREVENTER

02C-13

FORCEMAIN BEDDING

SEWER FORCEMAIN TIE

IN TO EXISTING SEWER

MANHOLE. SEE SHEET

02C-12

SUBURBAN LANE CONSTRUCTION:

1. THE GRADING, SUBGRADE, STONE, AND BASE LAYERS

OF ASPHALT WILL BE CONSTRUCTED AS A SEPARATE

CONTRACT.

2. CONTRACTOR FOR THIS CONVENIENCE CENTER

PROJECT TO PAVE THE FINAL ASPHALT SURFACE

COURSE (SEE DETAIL).

NOTE:

1. THE FINAL SURFACE IS PART OF THE CONVENIENCE CENTER

PROJECT. THE REST OF THE CONSTRUCTION IS A SEPARATE

CONTRACT.

2. REFER TO SHEET 02C-06, DETAIL 2 FOR THE FINAL ASPHALT

SURFACE.

(2) 2" HMA (SCDOT TYPE B)

10" AGGREGATE BASE

(SCDOT GABC)

COMPACTED

SUBGRADE

CONCRETE PAVEMENT

NOT TO SCALE

02C-01 ASPHALT PAVEMENT

NOT TO SCALE

02C-01

3. CONTRACTOR IS RESPONSIBLE FOR TYING IN WATER SERVICE TO

ATTENDANT BUILDING

SPEED BUMP

NOT TO SCALE

02C-02

TYPICAL VALVE

NOT TO SCALE

02C-05

WATER SERVICE CONNECTION

NOT TO SCALE

02C-05

CURB AND GUTTER

NOT TO SCALE

02C-01

R3" R3

EXPANSION JOINT

WITH SEALANT

YARD HYDRANT

NOT TO SCALE

02C-04

2'-0"

FREEZELESS GROUND HYDRANT WITH CAST IRON HEAD, 3/4" FPT

BRASS INLET AND BRASS HOSE ADAPTOR CAM-TYPE OPERATING

CONTROL LEVER FOR FULL OR VARIABLE FLOW. STAINLESS STEEL

OPERATING ROD AND ONE PIECE PLUNGER AND GALVANIZED STEEL

PIPE.

1/8" THREADED DRAINAGE HOLE

3' X 3' X 4' THICK

CONCRETE PAD

CONNECT TO WATERLINE OUTSIDE OF

ATTENDANT BUILDING

1.5

FINISHED GRADE

8" CONCRETE6" AGGREGATE BASE

(SCDOT GABC)

COMPACTED

SUBGRADE

(ASPHALT)

SCDOT TYPE B

ASPHALT

PAVEMENT (TYP.)

02C-06

ASPHALT

PAVEMENT (TYP.)

02C-06

10" AGGREGATE BASE

(SCDOT TYPE B)

COMPACTED

SUBGRADE

GRAVEL ROAD/PAD

NOT TO SCALE

02C-01

1" IPS PLASTIC PIPE

NOTES:

1. PROVIDE FULL DEPTH 3/8" PREMOLDED EXPANSION JOINT FILLER ALL

AROUND AT ALL UTILITY POLES, METER BOXES, ETC.

2. PLACE FULL DEPTH THRU JOINTS W/1/2"x6" PREMOLDED EJF AT POINT

OF TANGENCY AND AT MIN 25' INTERVALS.

02C-06

CONCRETE SIDEWALK

NTS

6'-0"

TOOLED JT'S AT INTERVAL

EQUAL TO 6'-0"

2" LEVELING COURSE

COMPACTED GRANULAR FILL

(MIN. 98% PER ASTM D698)

NOTES:

1. SEE PAVEMENT MARKING PLAN (SHEET 02C-16).

NOTES:

1. STONE BASED EXTENDS 6" BEYOND BACK OF CURB.

COMPACTED

BACKFILL

NOTES:

1. PROVIDE FULL DEPTH 3/8" PREMOLDED EXPANSION JOINT FILLER ALL

AROUND AT ALL UTILITY POLES, METER BOXES, ETC.

2. PLACE FULL DEPTH THRU JOINTS W/1/2"x6" PREMOLDED EJF AT POINT

OF TANGENCY AND AT MIN 25' INTERVALS.

02C-06

CONCRETE SIDEWALK

NTS

6'-0"

TOOLED JT'S AT INTERVAL

EQUAL TO 6'-0"

2" LEVELING COURSE

COMPACTED GRANULAR FILL

(MIN. 98% PER ASTM D698)

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

CIVIL AND WATER DETAILS

02C-06.dwg

AS SHOWN 02C-06

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

02C-02

GUARD RAIL AND ENDPOST

NOT TO SCALE

PLAN

ELEVATION

(1) 5/8" Ø x 1-1/2" RAIL BOLT

PER POST WITH GALVANIZED

WASHER AND LOCKNUT

5'-9"x 6" x 4" @ 8.5 #

H-POST 6'-3" O.C.

3" 3/8"

1'-1"

6-1/2"

3'- 0"

2'- 9"

FINISHED

GRADE

1'- 1 1

/4"

2'- 9"

2'- 3"

(1) 5/8" Ø x 1-1/2" RAIL BOLT

(4) 5/6" Ø x 1-1/4" BOLTS AT TERMINAL SPLICE

WITH GALVANIZE WASHER AND LOCKNUT

1'- 4"

TOP OF STONE

SUBBASE

GUIDE RAIL

H-POST

8-1/2"

2'-0"

2-1/4"

3" (MIN.)

R = 6"±

EDGE OF PAVEMENT

21"

· STORMWATER POLLUTION PREVENTION PLAN (SWPPP), INSPECTION RECORDS, AND RAINFALL DATA MUST BE KEPT ONSITE OR WITHIN THIRTY (30) MINUTES OF THE SITE AT ALL TIMES FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS ACHIEVED. THESE ITEMS SHOULD BE IN A DESIGNATED AREA THAT IS ACCESSIBLE TO THE INSPECTORS. SWPPP INSPECTIONS MUST BE COMPLETED BY A

CERTIFIED INSPECTOR.

· DORCHESTER COUNTY SHALL NOT MAINTAIN STORMWATER DETENTION OR RETENTION PONDS, OR DRAINAGE DITCHES AND SWALES. THE PROPERTY OWNER SHALL MAINTAIN ALL STORMWATER DETENTION FACILITIES SHOWN HEREON. (THE OPERATING AND MAINTENANCE AGREEMENT IS TO BE REFERENCED HERE AND SHOULD NOTE THAT

IT IS OR WILL BE RECORDED WITH THE DORCHESTER COUNTY REGISTER OF DEEDS.

· AN "AS-BUILT" PLAN CERTIFIED THAT THE FACILITIES HAVE BEEN CONSTRUCTED AS SHOWN AND THAT THE FACILITY MEETS THE APPROVED STORM WATER PLAN AND SPECIFICATION OR ACHIEVES THE FUNCTION FOR WHICH THEY WERE DESIGNED, SHALL BE SUBMITTED PRIOR TO: THE USE OR OCCUPANCY OF ANY COMMERCIAL OR INDUSTRIAL SITE, FINAL ACCEPTANCE OF ANY ROAD INTO THE OFFICIAL COUNTY ROAD INVENTORY, RELEASE OF ANY FINANCIAL GUARANTEES HELD BY THE COUNTY, AND/OR APPROVAL AND/OR ACCEPTANCE FOR RECORDING OF MAPS, PLATS, OR DRAWINGS, THE INTENT OF WHICH IS TO CAUSE A DIVISION OF A SINGLE PARCEL OF LAND INTO TWO OR MORE

PARCELS.

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

· 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

·· 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 THAT PORTION OF THE SITE.

·· 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 FORTY-EIGHT (48) HOURS OF IDENTIFICATION.

· 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.

· 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.

· 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.

· TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL 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.

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

THE LAST ROW OF SILT FENCE AND ALL WOS.

· 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.

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

CALENDAR DAYS.

· 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 THAT

PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

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

· 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

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

· 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

CONSTRUCTION SITE.

· IF EXISTING BMP'S NEED TO BE MODIFIED OR IF ADDITIONAL BMP'S 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 BMP'S

MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

· 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 TEN (10) ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED

OTHERWISE.

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

DESIGNED

CADD

PROJECT MANAGER

1 08/2025 ISSUED FOR BID

DATE

EROSION CONTROL NOTES

02C-07.dwg

N/A 02C-07

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

2 01/2026 ISSUED FOR BID

STAKE TO

SUPPORT WIRE

SUPPORT ROPE

TO WIRE TO

PREVENT SAGGING

4'MAX

SUPPORT POST

24" INTO BOTTOM

OR SIDES

DESIGN LIFE OF FABRIC

IS 6-12 MONTHS

COIR MESH OR JUTE, TRENCHED

INTO BOTTOM AND SIDE

BAFFLE DETAIL

3'min

DESIGN NOTES:

1. USE MATTING MADE OF 700 G/M2 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX

WITH THE PROPERTIES SHOWN IN TABLE.

2. STAPLES SHOULD BE MADE OF 0.125 INCH DIAMETER NEW STEEL WIRE FORMED INTO A ‘U’ SHAPE NOT LESS THAN 12 INCHES IN LENGTH WITH A THROAT OF 1 INCH IN WIDTH. THE STAPLES ANCHOR THE POROUS

BAFFLES INTO THE SIDES AND BOTTOM OF THE BASIN.

3. ENSURE THAT STEEL POSTS FOR POROUS BAFFLES ARE OF A SUFFICIENT HEIGHT TO SUPPORT BAFFLES AT DESIRED HEIGHT. POSTS SHOULD BE APPROXIMATELY 1-3/8” WIDE MEASURED PARALLEL TO THE FENCE, AND HAVE A MINIMUM WEIGHT OF 1.25 LB/LINEAR FT. THE POSTS MUST BE EQUIPPED WITH AN ANCHOR PLATE HAVING A MINIMUM AREA OF 14.0 SQUARE INCHES AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE TO HAVE A MEANS OF RETAINING WIRE AND COIR FIBER MAT IN THE DESIRED POSITION WITHOUT

DISPLACEMENT.

4. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE.

5. THE DESIGN LIFE OF THE FABRIC IS 6-12 MONTHS, BUT MAY NEED TO BE REPLACED MORE OFTEN IF

DAMAGED OR CLOGGED.

BAFFLE (TYP.)

INLET FLOW

EARTHEN EMBANKMENT

5' CREST WIDTH

INLET ZONE

35% OF SURFACE AREA

FIRST CHAMBER

25% OF SURFACE AREA

SECOND CHAMBER

25% OF SURFACE AREA

OUTLETINLET

PERSPECTIVE VIEW

TOP VIEW

EXTEND BAFFLES UP SIDES AS

TO NOT ALLOW FLOW AROUND

THE ENDS.

OUTLET ZONE

15% OF SURFACE

AREA

MAINTENANCE:

REPAIR/REPLACE BAFFLES WHEN THEY

COLLAPSE, TEAR OR DECOMPOSE.

REMOVE SEDIMENT WHEN CELL IS 1 / 2 FULL./

CROSS SECTIONAL VIEW

WATER LEVEL

TRASH RACK

COMPACTED EARTHEN DAM

RISER

SKIMMER

INSTALLATION NOTES:

1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.

2. SELECT FILL SHALL BE USED TO CONSTRUCT THE BASIN.

3. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 8

INCHES, AND MACHINE COMPACT IT TO 95% STANDARD PROCTOR.

4. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT

UNDER THE SKIMMER OF STONE OR TIMBER.

5. EXCAVATE A CUT-OFF TRENCH AT THE CENTERLINE OF THE EMBANKMENT FILL AREA AT A MINIMUM DEPTH AND WIDTH OF 2 FEET WITH 1:1 SIDE SLOPES. ENSURE THAT THE TRENCH IS IN UNDISTURBED

SOIL AND EXTENDS THROUGH THE LENGTH OF THE EMBANKMENT TO THE ELEVATION OF THE RISER CREST AT EACH END. THE CUT-OFF TRENCH SHOULD BE COMPACTED IN 8 INCH LIFTS TO 95%.

6. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE

FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS

COMPLETE.

7. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS.

8. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE

SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE

FOR MAINTENANCE.

9. EARTHEN SPILLWAYS—INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH RIPRAP AS INDICATED.

10. INLETS—DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO

THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.

11. EROSION CONTROL—CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY

AFTER CONSTRUCTION.

12. INSTALL POROUS BAFFLES AS SPECIFIED IN DETAIL.

13. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AS INDICATED ON THE DRAWINGS

AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.

SEDIMENT BASIN ANTIFLOTATION BLOCK ANTI-SEEP COLLAR

SEDIMENT

BASIN ID

RISER

HEIGHT

(FT.)

RISER SIZE

(IN.)

BARREL DIA.

(IN.)

BASIN

FLOOR ELEV.

(NAVD88)

TOP OF

RISER ELEV.

(NAVD88)

LENGTH

(IN.)

WIDTH

(IN.)

HEIGHT

(IN.)

NO. OF

COLLARS

COLLAR

SIZE (FT.)

COLLAR

PROJECTION

(FT.)

COLLAR

SPACING

(FT.)

1 3.75 48x48 36 44.0 47.75 60 60 12 2 6'x6' 3.50 25

ANTI-SEEP

COLLARS

EMERGENCY SPILLWAY

RIPRAP INLET AND OUTLET TABLE

OUTLET ID D50 (FT) APRON THICKNESS

(FT) A (IN) B (FT) L (FT) W (FT)

BASIN 1 0.50 0.75 36 9 20 23

CULVERT 1 (18" RCP) 0.50 0.75 2 X 18" 9 10 13

CULVERT 3 (12" RCP) 0.25 0.38 12 3 6 7

POROUS BAFFLES

NOT TO SCALE

02C-02

NOTES:

1. 3 BAFFLES (MIN) BETWEEN INLET & OUTLET.

2. SEE N.C. DENR EROSION and SEDIMENT CONTROL

PLANNING and DESIGN MANUAL FOR CONDITIONS

WHERE PRACTICE APPLIES; PLANNING

CONSIDERATION & DESIGN CRITERIA.

OUTLET , SEE DETAIL

OUTLET PROTECTION

NOT TO SCALE

02C-02

END OF APRON

BOTTOM OF BASIN

LAYER OF WOVEN

GEOTEXTILE FILTER FABRIC

(A) - PIPE DIAMETER (MULTIPLE

PIPES IN SOME LOCATIONS)

SEDIMENT BASIN

NOT TO SCALE

02C-02

NOTES:

1. SKIMMER TO DEWATER 60,000 CUBIC FEET IN 3 DAYS.

2. SKIMMER MAY BE MARLEE FLOAT (NOT SHOWN), FAIRCLOTH (SHOWN) OR

OTHER APPROVED DESIGN.

3. ALL PVC PIPES ARE TO BE SCHEDULE 40 UNLESS OTHERWISE NOTED.

4. ALL JOINTS OF THE FLOTATION SECTION SHALL BE SOLVENT WELDED.

JOINTS OF SKIMMER SECTION NEED NOT BE WATER-TIGHT.

5. HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE PIPE BARREL

STRUCTURE WITH WATER-TIGHT CONNECTIONS.

RETRIEVAL

ROPE

PLAN VIEW

SIDE VIEW

PVC 90°

ELBOW (TYP.)

FLOTATION

SECTION

PVC END

CAP (TYP.)

PVC PIPE (TYP.)

HDPE FLEXIBLE DRAIN

PIPE PER MANUFACTURER

PVC TEE

SKIMMER SECTION

OVERLAPPING

CONNECTING BANDS

SKIMMER

NOT TO SCALE

PVC VENT PIPE

CROSS SECTION OF RIPRAP

SPILLWAY AT CONTROL SECTION

PROFILE ALONG CENTERLINE

OF RIPRAP SPILLWAY

SEDIMENT

BASIN ID

MINIMUM

WIDTH (FT.)

(b)

INVERT

RIPRAP LAYER

THICKNESS (IN.)

RIPRAP

D50 (IN.)

RIPRAP DMAX

(IN.)

1 30 48.5 12 8 12

INVERT

EMERGENCY SPILLWAY

NOT TO SCALE

02C-02

LEGEND

b = BOTTOM WIDTH OF EARTH SPILLWAY AT THE CONTROL SECTION, IN FEET.

WOVEN GEOTEXTILE

4" FAIRCLOTH OR

EQUIVALENT

POND BOTTOM EL. 44

1" STEEL STRAP (TYP.)

ORIFICE PLATE

PVC TEE

48"x48" PRECAST BOX

GRAVEL FOR RISER ACCESS

BARREL

ANTI-FLOTATION BLOCK

(3,000 PSI CONCRETE)

CONCRETE

INFILL TO DRAIN

CUT-OFF TRENCH (2' DEEP,

2' WIDE, 1:1 SIDE SLOPES)

02C-10

RIPRAP OUTLET

PROTECTION

10 MIN.

CROSS SECTIONAL VIEW - STORM WATER LEVELS

COMPACTED EARTHEN DAM

EMERGENCY SPILLWAY

2 YR EL. 46.91

10 YR EL. 47.98

25 YR EL. 48.22

100 YR EL. 48.49

6"x36" ORIFICE

02C-09

2 3 4 5 6 7 8

ISSUE DESCRIPTION PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEETMILES JAMISON

SOLID WASTE CONVENIENCE CENTER

P. WESTMORELAND P.E.

10398931

PROJECT ENGINEER

DRAWN BY

PROJECT MANAGER

DATE

1 03/2025 ISSUED FOR REVIEW

2 08/2025 REVISED PER COUNTY COMMENTS

EROSION CONTROL DETAILS

(1 OF 4)

02C-08.dwg

AS SHOWN 02C-08

E. SHUFFLER, P.E.

P. BROWNSON, P.E.

A. FAIR

3 01/2026 ISSUED FOR BID

INSTALLATION NOTES:

1. SEED SLOPE FACE PRIOR TO PLACEMENT OF EROSION BLANKET.

2. WHEN OVERLAPPING BLANKETS, A MINIMUM OVERLAP OF 3 INCHES ON THE

ADJACENT ROLL ALONG THE SLOPE, AND A MINIMUM OF 1 FOOT PERPENDICULAR TO

THE SLOPE (ALONG THE CONTOURS).

3. BLANKET SHOULD BE STAPLED USING A 3 FOOT CENTER-TO-CENTER PATTERN.

4. STAPLES SHOULD BE 11 GAUGE, AT LEAST 6 INCHES LONG BY 1 INCH WIDE STAPLES

OR 12 INCH MINIMUM LENGTH WOODEN STAKES, OR APPROVED EQUAL. STAPLES

SHALL BE DRIVEN SUCH THAT THE TOP OF THE STAPLE IS FLUSH WITH THE GROUND

SURFACE.

MAINTENANCE NOTES:

1.…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 20, 2026.