EXHIBIT-F-P23077-Conceptual-Site-Plan-B-Site-Plan.pdf

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Quantity Take-Off

Mobilization Bonds: 5% of Subtotal

Silt Fence: 628-LF (From CAD) = ~ 700-LF

Clearing/Grubbing Area: 0.76-Acre (Limits of Disturbance) = ~ 1-Acre

Construction Entrance:

1 EA

Earthwork: Assume 2-FT Cut/Fill

[(12,100-SF X 2-FT ) (Building & Paving) + (3,700-SF X 5-FT (Basin)] X (CY/ 27 CF)

= 1,582-CY = ~ 2,000-

CY

Paving Material: 8-Inch Graded Aggregate Base Course: 836-SY (From CAD) = ~ 900-S Y

2-Inch Asphalt Intermediate Binder Course (Type B): ~ 900-SY

2-Inch Asphalt Surface Course (Type B): ~ 900-S Y

6-Inch Crushed Granite: 118-SY (From CAD) ~ 200-S Y

Erosion and Sediment Control:

Rip Rap Berms: Assumed 5 per Basin, 5-FT Tall X 5-Ft Wide X 100-FT Long X (1 SY/ 27 SF)

= 93-CY = ~ 100-CY

Erosion Control Matting: 134-SY (From CAD) = ~

200-SY

Outlet Control Structures (with Skimmer): Assume 1 Per Basin = ~

1 EA

Silt Baffles: Assumed 150-LF (each basin): 1 EA X 150-LF = ~

150-LF

Rip Rap Outlet Protection: Assumed One (1) Basin Outfall: 1 EA X (10 CY / EA) = ~ 10-CY

Striping and Signage:

Parking Striping: 9 Spaces X 18-LF = 162-LF = ~ 200-LF

Stop bars and signage: 1 EA X (12-LF / EA) = 12-LF;

Total: 200-LF X ($1.50 / LF 4-inch Stripe) + 12-LF X ($10 / LF Stop Bar) + 1 EA X ($500 / EA)

= $920 = ~ $5,00

Grassing: 0.33-Acre (From CAD) = ~

1 Acre

Topographic Survey: $12,200 (Nesbitt) X 1.15 = $14,030 = ~ $15,00

Geotechnical Subsurface Exploration: $8,000 (ECS) X 1.15 = $9,200 = ~ $10,000

Engineering Design and Permitting: 8% of Subtotal

Construction Administration and Observation: 6% of Subtotal

Construction Materials Testing: 3% of Subtotal

Conceptual Site Plan Option B 911 Emergency On-Call Center

± 10-Acre Parcel Clarendon County, South Carolina( IN FEET ) Prepared by:

Alliance Consulting Engineers, Inc.

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Project No.: P23077-C August 1, 2023

Documents prepared or furnished by Alliance Consulting Engineers, Inc. are instruments of service, and Alliance Consulting Engineers, Inc. retains an ownership and property interest (including the copyright and the right of reuse) in such documents, whether or not the project is completed.

PRELIMINARY

MANNING HIGH SCHOOL

COMMUNITY FAMILY

RESOURCE CENTER

EXISTING WETLANDS

PROPOSED SIDEWALK

PROPOSED STORMWATER

BASIN

PROPOSED BUILDING

PROPOSED ASPHALT

LEGEND

PROPOSED±11,430-SFBUILDING

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COMMERCE S

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COMMERCE STREET

CAPITAL W

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PROPOSED

STOP SIGN

AND STOP BAR

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15-FT SETBACK90-FT

7-

FT

24-FT

20-FT

10-FT 5-

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PROPOSED STORMWATER

BASIN

24-FT

0.9-Acre Wetlands Area (Wetlands Delineation Dated:06/30/2023)

REFERENCES:

1. REFERENCE IS MADE TO TOPOGRAPHICAL INFORMATION PROVIDED BY SOUTH CAROLINA

DEPARTMENT OF NATURAL RESOURCES (SCDNR) GIS DATA RESOURCES AERIAL LIDAR

DATA. DATED: 2016

CONTOUR INTERVALS: 10-FT

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STOP

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