Att G - ALB Combined Drawings FINAL.pdf

V I C I N I T Y M A P not to scale

THE COLLEGE OF CHARLESTON

prepared for

TOPOGRAPHIC AND

TREE SURVEY OF

A PORTION OF

DIXIE PLANTATION

EDUCATIONAL

HOLDINGS, LLC

PROPERTY KNOWN AS

TMS#224-00-00-043

TOWN OF HOLLYWOOD & UNINCORPORATED

CHARLESTON COUNTY, SOUTH CAROLINA

0100 100 200

1 INCH = 100 FEET

SHEET OF 11

field 05/18/21 plat 06/01/21 drawn fre reviewed feq crew nh job 29228.0000

Z:

\2

\2

.0

0\

Su rv ey \D

W G

\2

.0

0S

.d w g

- J un

, 2

- 2 :5

4:

P M

682 Johnnie Dodds Boulevard • Suite 100 Mt. Pleasant, SC 29464 • 843.849.0200 www.thomasandhutton.com

CONTOUR INTERVAL = 1'

V-101 2 26 http://www.thomasandhutton.com http://www.thomasandhutton.com

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GENERAL NOTES

1. REFER TO SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL DATUM

INFORMATION.

2. TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES AND

CONTOURS, UNLESS NOTED OTHERWISE.

3. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING

DEMOLITION AND NEW UTILITY INSTALLATION.

4. VERIFY THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND

CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS

MAY EXIST THAT WOULD ADVERSELY AFFECT WORK.

5. UNLESS OTHERWISE NOTED, EXISTING UTILITIES MUST REMAIN IN PLACE. PROTECT

EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. HAND EXCAVATE

WITHIN 2 FEET OF EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES (INCLUDING

BUT NOT LIMITED TO WATER, SEWER, FUEL, ELECTRIC, TELEPHONE, AND STORM

DRAINS) MUST BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING

OFFICER, AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. DEPTH OF EXISTING UTILITIES SUCH AS FUEL, WATER, ELECTRIC,

TELECOMMUNICATIONS, AND FIBER OPTIC ARE BASED ON INDUSTRY STANDARDS.

VERIFY THE DEPTH AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.

IMMEDIATELY CONTACT THE CONTRACTING OFFICER IF EXISTING UTILITIES WILL

CONFLICT WITH WORK.

ABBREVIATIONS LEGEND

EXISTING NEW

BUILDING

ABND ABANDONED

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

BLDG BUILDING

BM BENCHMARK

CL CENTER LINE

CLF CHAIN LINK FENCE

CO CLEANOUT

CONC CONCRETE

CONT CONTINUE

DIA DIAMETER

DS DOWNSPOUT

E EAST/EASTING

EA EACH

ELEV ELEVATION

EQ EQUAL

FEMA FEDERAL EMERGENCY MANAGEMENT

AGENCY

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

F.I.R.M. FLOOD INSURANCE RATE MAP

FM FORCE MAIN

FT FEET

GAL GALLON(S)

GALV GALVANIZED

GPM GALLONS PER MINUTE

GT GREASE TRAP

HH HANDHOLE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INV INVERT

KTR CONTRACTOR

LB POUND

LF LINEAR FOOT

LOD LIMITS OF DISTURBANCE

LP LOW POINT/LIGHT POLE

MAX MAXIMUM

MFR MANUFACTURER

MG MATCH GRADE

MH MANHOLE

MIN MINIMUM

N NORTH/NORTHING

N.I.C. NOT IN CONTRACT

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PL PROPERTY LINE

PS PERMANENT SEEDING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN/ROAD

ROW RIGHT OF WAY

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SMH SANITARY MANHOLE

SS SANITARY SEWER

SCDHEC SOUTH CAROLINA DEPARTMENT OF

HEALTH AND ENVIRONMENTAL CONTROL

SF SILT FENCE

STA STATION

STD STANDARD

SW SIDEWALK

TBM TEMPORARY BENCHMARK

TEL TELEPHONE

TEMP TEMPORARY

TOB TOP OF BANK

TOS TOP OF SLOPE

TS TEMPORARY SEEDING

TYP TYPICAL

UE UNDERGROUND ELECTRIC

UFGS UNIFIED FACILITIES GUIDE

SPECIFICATIONS

UT UNDERGROUND TELEPHONE

W WEST/WATER

W/ WITH

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

CONCRETE PAVEMENT

GRAVEL

REMOVE TREES/BRUSH

PROJECT LIMITS

CHAIN LINK FENCE

CONSTRUCTION ENTRANCE

INLET PROTECTION

EROSION CONTROL BLANKET

SILT FENCE

OUTLET PROTECTION

TREE PROTECTION

SANITARY SEWER MANHOLE

WHEEL STOP

SIGN

SPLASH BLOCK

TREE LINE

EXISTING NEW

CONTOUR

SPOT ELEVATION

SANITARY SEWER LINE

WATER LINE

WATER SPIGOT/HOSE BIBB

WATER FILTER

BUILDING CANOPY

IRON PIPE FOUND

IRON ROD FOUND

CONTROL POINT

WETLANDSUNDERGROUND COMMUNICATION

OVERHEAD COMMUNICATION UNDERGROUND ELECTRIC

COMMUNICATION PEDESTAL POWER POLE

GUY WIRE

ELECTRICAL TEST HOLE

ELECTRICAL BOX

LIGHT POLE

IP

CE

15.0

W

1" PVC

SS

STORM GRATE INLET

MAILBOX

ELECTRICAL METER

WATER MANHOLE

WATER VALVE

WATER LINE MARKER

CONCRETE MONUMENT

ROLLIING GATE

SWING GATE

TREE ABBREVIATIONS

HIC HICKORY

LO LIVE OAK

MAP MAPLE

OAK MISC OAK

RO RED OAK

WATO WATER OAK

WHO WHITE OAK

WILO WILLOW OAK

ECB

OP

SANITARY SEWER CLEANOUT

CAMERA

RECEPTACLE

FIRE HYDRANT

BACKFLOW PREVENTER

WATER BENDS AND TEES

WASTEWATER COLLECTION BY LIVE OAKFM

REMOVE ITEM

SANITARY SEWER CLEANOUT

DITCH CENTERLINE

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

PS

PS

PS

PS

PS

PS

PS

PS

TS

TS

TS

TS

TS

IP

OP

1 (TYP)

SF

SF

SF

SF

SF

SF

SF

SF

SF

4 (TYP)

PS

ECB

PS ECB

PS

ECB

(TYP)

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C E

EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN

SCALE: 1" = 25'

100'50'25'0 1"=25'

CONSTRUCTION NOTES#

1. SILT FENCE SEE DETAIL C1 SHEET C-501

2. INLET PROTECTION SEE DETAIL A1 SHEET C-502

3. TREE PROTECTION SEE DETAIL C4 SHEET C-502

4. REMOVE TREES TO EXTENTS SHOWN

5. OUTLET PROTECTION SEE DETAIL B1 SHEET C-502

6. EROSION CONTROL BLANKET SEE DETAIL D1 SHEET C-502

GENERAL NOTES

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

TS

TS

PS

PS

PS

PS

ECB

(TYP)

ECB

ECB

PS

PS

TS

TS

CE

1(TYP)

4(TYP)

IP

OP

ECB

ECB

ECB

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C E

M A

TC

H

L

IN

E

S E

E T

H

IS

S H

E E

T

M A

TC

H

L

IN

E

S E

E T

H

IS

S H

E E

T

100'50'25'0 1"=25'

EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN

SCALE: 1" = 25'

EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN

SCALE: 1" = 25'

CONSTRUCTION NOTES#

1. SILT FENCE SEE DETAIL C1 SHEET C-501

2. INLET PROTECTION SEE DETAIL A1 SHEET C-502

3. CONSTRUCTION ENTRANCE SEE DETAIL B1 SHEET C-501

4. REMOVE TREES TO EXTENTS SHOWN

5. OUTLET PROTECTION SEE DETAIL B1 SHEET C-502

6. EROSION CONTROL BLANKET SEE DETAIL D1 SHEET C-502

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

2% 2%

12.00

12.0012.00

.00

.00

10.00

10.00

CANOPY SLAB

OFFICE TRAILER #2

FFE=14.0

FM

FM

24'x60'

CONEX #4

8'x40'

OFFICE TRAILER #1

FFE=14.0

24'x60'

CONEX #3

8'x40'

CONEX #2

8'x40'

CONEX #1

8'x40'

1" PVC 11.77

12.05

12.05

12.3313.45

12.61

12.61

10.82

11.05

11.1211.25

10.99 10.70

11.77

10.70

10.8111.82

12.89

12.82

12.67

12.55

12.30

12.85

12.62

11.00

10.81

10.81

12.69 12.71

12.47

12.87 12.35

12.75 12.10

12.50

11.00

11.98

11.78

11.78

11.65

11.45

11.33

11.13

11.13

11.01

10.81

10.81

10.68

10.48

10.48

11.00

11.00

.00

13.00

13.00

12.00 13.00

14.00 13.00

10.00

9.4

9.810.3

11.3

9.8

2% 2%

2% 2%

2% 2%

10.3

10.3

10.4

10.710.9

11.1

11.2

11.00

10.00

.00 11

.00

.00

14.00 13.00

12.00 11.00

SCO

SEPTIC

TANK

SCO

SCO

PUMP

TANK

REPAIR AREA

DRAIN FIELD

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C G

GRADING AND DRAINAGE PLAN

SCALE: 1" = 25'

100'50'25'0 1"=25'

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

1263.120' N67° 23' 39.59"E

10.13

10.13

10.33

10.18

10.18

10.38

10.03

10.23

9.88

9.88

10.08

9.74

9.74

9.94

9.59

9.59

9.79 10.00

10.00

9.40

8.76

7.65

7.11± MG

8.56

8.56

9.20

9.20 7.45

7.45

9.44

9.44

9.64

9.49

9.29

9.29

9.34

9.13

9.15

9.20

9.00

9.00

9.05

8.85

8.85

9.00

9.00

8.00

7.15± MG

8.49± MG

8.00 8.00

8.12

7.98 8.13

8.28 7.96

7.00 8.00

9.00

8.00

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C G

M A

TC

H

L

IN

E

S E

E T

H

IS

S H

E E

T

M A

TC

H

L

IN

E

S E

E T

H

IS

S H

E E

T

100'50'25'0 1"=25'

GRADING AND DRAINAGE PLAN

SCALE: 1" = 25'

GRADING AND DRAINAGE PLAN

SCALE: 1" = 25'

1.

SCO

N:332351.79 E:2251628.76

SCO

4" SS PVC @ 1.0%

SCO

4" SS PVC @

1.0%

INV 6.44

INV 6.90

INV 6.90 SEPTIC

TANK

4" SS PVC @ 2.4%

INV 5.79

INV 5.77

PUMP

TANK

CONEX #4

8'x40'

CONEX #3

8'x40'

CONEX #2

8'x40'

CONEX #1

8'x40'

N:332367.14 E:2251670.98

N:332307.11 E:2251694.83

N:332291.54 E:2251653.10

N:332370.94 E:2251669.47

SCO

SEPTIC

TANK

SCO

SCO

PUMP

TANK

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

N:332335.90 E:2251407.24

R10'

R10'

20' (T

YP)

(TYP)

(TYP)(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

2%

2%

R3'

R3'

1" PVC

1"

PVC

1" P

VC

COLUMN B-2

N:332315.67 E:2251588.01

(TYP)

(TYP)

REPAIR AREA

DRAIN FIELD

CANOPY SLAB

L=11.982, R=528.000 Δ=1.3002

L=

.6

,R =1

.0

Δ=

.5

S56° 00' 00.00"E 37.045'

L=77.681, R=80.000

Δ=55.6347

L=

7.1

, R =4

.0

Δ=

.7

1263.120' N67° 23' 39.59"E

OFFICE TRAILER #2

FFE=14.0

FM

FM

1263.120' N67° 23' 39.59"E

1263.120' N67° 23' 39.59"E

24'x60'

CONEX #4

8'x40'

OFFICE TRAILER #1

FFE=14.0

24'x60'

CONEX #3

8'x40'

CONEX #2

8'x40'

CONEX #1

8'x40'

38'

12'

111' 56'

'30.6'

18'

.7'

9' 9' 9'

12'

62'

COLUMN D-3

N:332300.11 E:2251625.58

3 7

13 14

(TYP) 17

20 (TYP)

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C I1

SITE LAYOUT AND UTILITY PLAN

SCALE: 1" = 25'

100'50'25'0 1"=25'

CONSTRUCTION NOTES#

1. GRAVEL ROADWAY SEE DETAIL B1 SHEET C-503

2. CONCRETE SLAB SEE STRUCTURAL SHEETS

3. LINES FOR PARKING IN GRAVEL AREA FOR REFERENCE ONLY

4. PARKING BUMPER SEE DETAIL B2 SHEET C-503

5. HANDICAP PARKING SIGN SEE DETAIL D2 SHEET C-503

6. HANDICAP PARKING SYMBOL SEE DETAIL C1 SHEET C-503

7. 4" YELLOW PAINT STRIPE

8. HANDICAP RAMP PROVIDED BY BUILDING MANUFACTURER. LOCATION OF

RAMP WILL BE DETERMINED BY MANUFACTURER

9. TAP EXISTING WATER MAIN W/ 1" CORPORATION STOP SEE DETAIL D3

SHEET C-503

10. DOUBLE SWING GATE SEE DETAIL C1 SHEET C-504

11. CHAIN LINK SECURITY FENCE SEE DETAIL A1 SHEET C-504

12. SEPTIC TANK AND SANITARY PIPING BY LIVE OAK CONSULTANTS SEE

WASTEWATER COLLECTION SYSTEM DESIGN DRAWINGS

13. BACKFLOW PREVENTER SEE DETAIL C4 SHEET C-503

14. 1" - 90° BEND

15. SEE MECHANICAL PLANS FOR CONTINUATION

16. SINGLE CANTILEVERED SLIDING GATE MOTORIZED SEE DETAIL B1 SHEET

C-505

17. 6" BOLLARD (14) SEE DETAIL A1 SHEET C-505

18. CONCRETE APRON AT CANOPY SLAB SEE DETAIL A1 SHEET C-503

19. SPLASHBLOCK SEE DETAIL B3 SHEET C-502

20. 4" SURFACE MOUNTED BOLLARD (18) SEE DETAIL A2 ON C-505

21. SANITARY SEWER CLEANOUT SEE DETAIL A2 SHEET C-503

22. WATER METER BOX SEE DETAIL A3 ON SHEET C-501

23. CONCRETE FOOTING SEE STRUCTURAL SHEET SB502

21 (TYP)

GENERAL NOTES

1. WATER AND SEWER CONNECTION LOCATIONS TO TRAILERS

WILL BE CONFIRMED WHEN TRAILER SPECS HAVE BEEN

VERIFIED.

ENLARGED VEW

SCALE: 1" = 10'

FOR SANITARY SEWER LAYOUT

AND INVERTS, SEE ENLARGED VIEW,

THIS SHEET

40'20'10'5'0 1"=10'

FLOOD HAZARD ZONE 'X'

FLOOD HAZARD ZONE 'AE' (EL 9 FEET)

1263.120' N67° 23' 39.59"E

1 (TYP)

L=12.857, R=250.000 Δ=2.9467

281.906' N70° 08' 15.78"E

L=31.662, R=35.000 Δ=51.8308

S58° 01' 53.36"E 10.903'

(TYP)

N:332690.64 E:2253066.88

N:332671.36 E:2253061.54 N:332670.97

E:2253083.49

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GRAPHIC SCALE(S)

M A

TC

H

L

IN

E

S E

E S

H E

E T

C I1

M

A

TC

H L

IN

E

S

E E

T H

IS

S

H E

E T

M A

TC

H

L

IN

E

S E

E T

H

IS

S H

E E

T

100'50'25'0 1"=25'

SITE LAYOUT AND UTILITY PLAN

SCALE: 1" = 25'

SITE LAYOUT AND UTILITY PLAN

SCALE: 1" = 25'

CONSTRUCTION NOTES#

1. GRAVEL ROADWAY SEE DETAIL B1 SHEET C-503

2. CONCRETE ENTRANCE APRON SEE DETAIL C3 SHEET C-503

3. V-TRACK SLIDING GATE IN CONCRETE TRENCH SEE DETAIL A3 SHEETC-505

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

STANDARD DRAWING NO.

APPROVED BY:

DATE

South Carolina Department of Health and Environmental Control

South Carolina Department of Health and Environmental Control

South Carolina Department of Health and Environmental Control hen and Where to Use It

Do not s

When and Where to Use It

Important Considerations

Installation:

South Carolina Department of Health and Environmental Control

Inspection and Maintenance:

South Carolina Department of Health and Environmental Control

MIN.6-INCH

100-FT. MIN.

-F T.

M

IN

AVERAGE STONE DIAMETER

PU

BL

IC

RO

AD

OF 2 TO 3-INCHES

WITH A 6-INCH MINIMUM DEPTH

UNDERLINING NON-WOVEN GEOTEXTILE FABRIC

PROVIDE POSITIVE DRAINAGE.

THE ENTRANCE WHEN NEEDED TO

INSTALL A CULVERT PIPE ACROSS

TO A SEDIMENT TRAP OR BASIN

DRAINAGE FROM THE STONE PAD

DIVERT ALL SURFACE RUNOFF AND

OR OTHER SEDIMENT TRAPPING

STRUCTURE.

EDGES SHALL BE TAPERED OUT

TOWARDS ROAD TO PREVENT

TRACKING OF MUD ON THE EDGES

South Carolina Department of Health and Environmental Control

CONSTRUCTION ENTRANCEB1 CE102NO SCALE

SILT FENCEC1 CE101, CE102NO SCALE

DUCTILE IRON AND PVC PIPE TESTING ALLOWANCE AND PROCEDUREA1 NO SCALE

NOTE

ALL METERS SHALL HAVE INLET

VALVE SET VERTICALLY PLUMB

BRICKS

INLET VALVE

BRICKS

METER BOX SET

FLUSH WITH FINISHED

GRADE

TO MAIN

WATER LINE

TO TRAILERS

METER

STANDARD SIZE

COMMON BRICK

4 MIN. 12 MAX.

METER BOX

TOP VIEW SIDE VIEW

1" METER BOX SETTING DETAILA3 CI101NO SCALE

METER

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

TREE PROTECTIONC4 CE101NO SCALE

NOTE:

DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"

2" X 4" WOODEN STAKES

AT 4' C.C.

DRIP LINE

4'- 0"

H

IG

H

VI

SI

BI

LIT

Y

CO

NS

TR

UC

TI

ON

F

EN

CI

NG

POST INSTALLATION DETAIL

FILTER FABRIC INSTALLATION

DETAIL

FILTER FABRIC BURIAL DETAIL

South Carolina Department of Health and Environmental Control

Materials:

Installation:

Inspection and Maintenance:

South Carolina Department of Health and Environmental Control

INLET PROTECTIONA1 CE101, CE102NO SCALE

EROSION CONTROL BLANKETD1 CE101, CE102NO SCALE

PLAN

A A

SECTION A-A

CONSTRUCTION SPECIFICATIONS:

1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE

REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL

REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING

UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL

MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.

2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING

LIMITS SHOWN ON THE PLANS.

3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE

PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.

REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE

OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD

OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE

ENTIRE FILTER CLOTH.

4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING

THE FILTER.

5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,

ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.

6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END.

MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE

RECEIVING AREA OR SLIGHTLY BELOW IT.

7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM

AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED

TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.

8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH

VEGETATION. REFER TO SPECIFICATION 32 92 19.

MAINTENANCE

INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION

AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN

DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER

DAMAGE.

L

3D D

FILTER BLANKET

NOTES:

1. L IS THE LENGTH OF THE RIPRAP APRON.

2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".

3. D= INSIDE PIPE DIAMETER

4. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE

MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.

5. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.

RIP RAPd

OUTLET PROTECTIONB1 CE101, CE102NO SCALE

PLAN

4'-0" AT R.L.

1'- 4"

3'-0" AT D.S

2" 2"

6"

R4"

±8

6"

1"VARIES

APPROXIMATE

GRADE

CONCRETE

SPLASHBLOCK

SPLASHBLOCK W/ DOWNSPOUT

B3 CI101NO SCALE

4" X 4" DOWNSPOUT

SEE SHEET AE201

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

5" R 1"

4'- 0"

5"

12"

5" 5"

13"18

18"

10"

26"

12" GRID

BLUE PAINT

CURB LINE OR END OF

PARKING SPACE

CENTERLINE OF

PARKING SPACE

5/8"

3/

8"

10"

1 1 /2"

R

9 5/8" NOTE:

THE COLOR OF THE SIGN IS

BLUE AND THE STRIPE,

HANDICAP SYMBOL, AND

TEXT ARE WHITE.

2- 3/8

BOLT (TYP OF 2)

3/8" THICK STRIPE

LCVARIES - SEE PLANS

6"

FINISHED GRADE

SEE PLAN FOR GRADING

DRAINAGE STONE

4" MIN

1"

5-5/8"

MIN

3/4" MIN. TO 1" MAX.

12"MIN

6'-0"

12"MIN

6"MIN TOP OF REINFORCING

BAR FLUSH WITH TOP

OF CONCRETE

7/8" DIA. HOLE

#5 REINFORCING BAR

EMBEDDED

8" INTO SUBGRADE

2 #4 BARS

CONTINUOUS

HANDICAP PARKING SIGND2 CI101NO SCALE

HANDICAP PARKING SYMBOLC1 CI101NO SCALE

PARKING BUMPERB2 CI101NO SCALE

GRAVEL SECTIONB1 CI101, CI102NO SCALE

STANDARD DRIVEWAY APRONC3 CI102NO SCALE

BEDDING FOR PIPEA3 CI101NO SCALE

METER BOX

WATER SERVICE PIPING,

1" PVC

SERVICE SADDLE

CORPORATION STOP

WATER MAIN

TYPICAL TAP INSTALLATION DETAILD3 CI101NO SCALE

EDGE OF EXISTING

ROAD (DIRT)

BACKFLOW PREVENTERC4 CI101NO SCALE

SECTION

NOTES

1. THE ENCLOSURE SHALL BE OF FIBERGLASS CONSTRUCTION AND SHALL BE HEATED AND INSULATED TO PREVENT

FREEZING PER THE MANUFACTURER'S' RECOMMENDATIONS.

2. THE ENCLOSURE SHALL HAVE A HINGED LID AND LOCKING HASP FOR MAINTENANCE ACCESS.

3. THE ENCLOSURE SHALL HAVE A DRAIN PORT EACH END AT ENCLOSURE GRADE LEVEL.

4. THE CONCRETE PAD FOR THE ENCLOSURE SHALL BE 6" LARGER ON ALL SIDES THAN THE ENCLOSURE EXTERIOR WALLS.

5. ALL PIPES, VALVES AND FITTINGS SHALL BE THREADED BRASS.

6. THE SIZE OF PIPING AND APPURTENANCES FOR THE BACKFLOW PREVENTER INSTALLATION SHALL MATCH THE WATER

SERVICE SIZE.

MOUNT ENCLOSURE TO

CONCRETE PAD USING

MANUFACTURER'S

RECOMMENDED METHOD

3/4" CHAMFER (TYP)

FINISH GRADE

COMPACT

SUBGRADE

12" MIN

MI

N12" MIN

4"

CONCRETE APRON AT CANOPY SLABA1 CI101NO SCALE

EXPANSION

JOINT

CONTRACTION

JOINT

A

A

6" CONCRETE PAVEMENT

6" CLASS 5

(INCIDENTAL TO APRON)

EXPANSION JOINT

PLAN

SECTION A-A

CANOPY CONCRETE SLAB,

SEE STRUCTURAL SHEETS

DRIVE AND PARKING

AREA GRAVEL

CONTRACTION

JOINT

CANOPY CONCRETE SLAB,

SEE STRUCTURAL SHEETS

DRIVE AND PARKING

AREA GRAVEL

18'

18'

DRIVE AND

PARKING AREA

GRAVEL

CONTRACTION

JOINT

END OF LINE IS TO

EXTEND BEYOND

INSPECTION BOX.

CLEANOUT PIPE MUST BE FREE OF

ANY WEIGHT TRANSMITTED BY THE

INSPECTION BOX

INSPECTION BOX

PIPE

BRICK OR

CONC.

REMOVABLE

PLUG

FINE GRAVEL

4" PVC PIPE

30° SHORT CURVE

PIPE TO BE FREE

OF BLOCK

8" BRICK OR 2,500

PSI CONC.

CAST IRON INSPECTION BOX

RICHARD FOUNDRY NO. L-1020

OR APPROVED EQUAL

NOTE:

SANITARY SEWER CLEANOUTA2 CI101NO SCALE

4" PVC

CONCRETE APRON

MIN. 6" THICKNESS

EXISTING

ROAD (DIRT)

PLAN VIEW SECTION VIEW

GRAVEL ROAD

TO SITE

CONCRETE

APRON

GRAVEL ROAD

TO SITE

V-TRACK SLIDING GATE IN

CONCRET TRENCH SEE

DETAIL A3 SHEET C-505

V-TRACK SLIDING GATE IN

CONCRET TRENCH SEE

DETAIL A3 SHEET C-505

6' 6'

6'

6' 6' 6'

2'

9" THICKENED

SLAB

FROM

MAIN SERVICE

TO

ISOLATION BALL VALVE

TEE

BUSHING NIPPLE

LOCK WING CURB STOP

THREADED PLUG

NIPPLE

RPZ BACKFLOW PREVENTER

BUSHING NIPPLE

LOCK WING CURB STOP

THREADED PLUG

ISOLATION

BALL VALVE

TEE

THREADED NIPPLE (TYP.)

1"

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

POST CAP TENSION WIRE 3/8" DIA TRUSS ROD

LINE POST CHAIN LINK FENCE FABRIC

CORNER,

END OR

PULL POST

FINISHED

GRADE

7'- 0"

10' MAX SPACING

TIE WIRES (TYP) ALONG TOP

RAILS AND POSTS TENSION WIRE

2" MA

X

TYPICAL CHAINLINK FENCE DETAILA1 CI101NO SCALE

NOTES:

1. GROUND FENCE IN ACCORDANCE WITH THE DEPARTMENT

OF DEFENSE UFGS SPECIFICATION SECTION 32 31 13.53.

2. DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE NOT

INTENDED TO LIMIT OTHER FENCE SECTIONS AND METHODS

OF INSTALLATION SPECIFIED.

3. BARBED WIRE SUPPORTING ARMS TO POINT OUTWARD,

UNLESS OTHERWISE NOTED.

EXTENSION ARM

1/4" LARGE FLANGE

STRUCTURAL BLIND

REVET (TYP)

LOCK PIN OR Z CUT

IN BARBWIRE ARM

(TYP)BARBED WIRE

STRAND (TYP)

9-GAGE STEEL TIE WIRES

(2'-0" O.C. MAX.)

BRACE RAIL ATTACHMENT

FABRIC BAND

BRACE OR BOTTOM RAIL

CORNER OR END OR GATE POST

TURNBUCKLE

TENSION BAR

TENSION OR

RAIL END W/ OFFSET LUG

BOLT & NUT

BRACE RAIL

TRUSS ROD

ELEVATIONPLAN

END OR GATE POST

1'-

0" BRACE RAILS- 1-5/8" OD GALVANIZED

12-1/2 GA ALUMINUM BARBED

WIRE

2" MESH X 9 GA

2.0 OZ. GALVANIZED

2-1/2" O.D.

GALVANIZED LINE

POST

3" O.D. GALVANIZED

TERMINAL OR END

POST

CONCRETE

COMPACT SAND

1" DIA PVC PIPE

GATE HINGE WITH OPPOSING BARREL

PINS. SEE GATE HINGE DETAIL THIS

SHEET

GATE HINGE WITH

OPPOSING BARREL PINS

STANDARD GATE LATCH WITH PADLOCK

HASP.SEE GATE LATCH DETAIL THIS SHEET

DROP BAR

3"

CHAIN LINK FABRIC (TYP)

GATE POST (TYP UON)

3/8" DIA TRUSS ROD

AND TURNBUCKLE

GATE UPRIGHT FOR

FRAME (TYP UON)

DOUBLE SWING GATEC1 CI101NO SCALE

2"

ROUND

POST CAP

2" MESH X 9 GA

2.0 OZ. GALVANIZED

2" SQ GALVANIZED

UPRIGHT

4" O.D.

GALVANIZED

POST

BRACE BAND

ALL TIES AND

STRAPS ON INSIDE

NOTE: PROVIDE DOUBLE ARM ONLY WHERE

INDICATED IN DRAWINGS. ELSE WHERE, SINGLE

ARM.

°'12

6"

CONCRETE FOOTING. DIAMETER OF

FOOTING IS 4X POST DIAMETER

(TYP UNO)

6"

TY

P

UN

O

6"

6"

6"

GATE HINGE DETAIL GATE LATCH DETAIL

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

SINGLE CANTILEVERED SLIDING GATE ELEVATION MOTORIZED - (4) BAYS SHOWN

B1 CI101NO SCALE

V-TRACK SLIDING GATE IN CONCRETE TRENCHA3 CI102, C-503NO SCALE

7'- 8"

2"

3'- 6"

4'- 0"

NOTE: BOLLARD SHALL BE PAINTED SAFETY

YELLOW.

2' DIA.

MIN.

FINISHED GRADE

CONTINUOUS

CONCRETE FOOTING

6" DIA. SCHEDULE 80

STEEL PIPE FILLED

WITH CONCRETE

CONCRETE DOME

1"

CROWN

6" BOLLARD DETAILA1 CI101NO SCALE

4" SURFACE MOUNTED BOLLARDA2 CI101NO SCALE

A

A

.0"

4"

6.0"

6.0

8.0

8.0"

0.5

4.5"

1/4" WALL

2" STAINLESS STEEL HEX BOLT

CONCRETE INSERT

3 mm STAINLESS STEEL WASHER

SECTION A-A

POLYESTER POWDER COATED;

COLOR TO BE DARK BRONZE

SINGLE PIECE ALUMINUM BOLLARD

4" POLYESTER POWDER

COATED BAND; COLOR TO BE

SAFETY YELLOW4"

4"

NOTES:

1. MOUNTING HARDWARE IS TO BE PER MANUFACTURER'S RECOMMENDATIONS.

2. ALL VISIBLE COMPONENTS MUST HAVE FACTORY APPLIED DARK BRONZE FINISH.

THIS DRAWING IN DESIGN AND DETAIL IS THE SOLE PROPERTY OF MFR

MANUFACTURING CORPORATION, INC. AND MAY NOT BE USED FOR ANY

PURPOSE WHATSOEVER OTHER THAN FOR OUR MANUFACTURING FACILITY

AND INSTALLATION OF OUR PRODUCTS. THIS DOCUMENT OR ANY PART

THEREOF MAY NOT BE REPRODUCED IN ANY MANNER WHATSOEVER AND

SHALL BE RETURNED TO US UPON REQUEST.

ALL RIGHTS RESERVED.

CANOPY CONCRETE SLAB,

SEE STRUCTURAL SHEETS

SITE

DIXIE PLANTATION ROAD

WASTEWATER COLLECTION SYSTEM DESIGN

FOR

DIXIE PLANTATION

TEMPORARY FIELD OFFICE

LOCATED ON

DIXIE PLANTATION ROAD

HOLLYWOOD, SC

SITE INFORMATION

DRAWING INDEX

SHEET REV DRAWING TITLE

PO Box 60490 North Charleston, SC 29419

(843) 529-9428

Engineers, Project Managers & Planners

LIVE OAK CONSULTANTS

02/17/22

VICINITY MAP

NOT TO SCALE

FINAL FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

USDA CONTRACT NUMBER: AG-6395-C-16-0115

SITE PLAN

CONSTRUCTION NOTES:

N

PLAN BLOW-UP "A"

SCALE: 1" = 10'

PO Box 60490 North Charleston, SC 29419

(843) 529-9428

Engineers, Project Managers & Planners

LIVE OAK CONSULTANTS

02/17/22

FINAL FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

DETAIL

DETAIL

DETAIL

ZOS = ZONE OF SATURATION

0.50 8

LTAR = LONG TERM ACCEPTANCE RATE

*NOTE: LTAR VALUE ASSUMES REPLACEMENT OF UNSUITABLE FILL WITH CLASS I SAND

DEPTH TO

Z.O.S. (IN.)

LOT SOIL DATA

LTAR

(GPD/SQ FT)

DEPTH OF

SOIL HORIZON

REMOVAL (IN.)

DETAIL

CONTROL

PANEL

PO Box 60490 North Charleston, SC 29419

(843) 529-9428

Engineers, Project Managers & Planners

LIVE OAK CONSULTANTS

02/17/22

FINAL FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

2022.02.15 14:53:22-05'00'

2022.02.15 14:54:04-05'00'

2022.02.15 14:54:33-05'00'

2022.02.15 14:54:43-05'00'

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

GROUND ROD INSPECTION DETAIL

C2

DUCTBANK DETAIL - POWER

B4

DUCTBANK DETAIL - POWER

B3

DUCTBANK DETAIL - POWER

A4

ELECTRICAL LEGEND

GENERAL NOTES

DUCTBANK DETAIL - POWER

A3

DUCTBANK DETAIL - POWER

A2

DUCTBANK DETAIL - TELECOM

B2

HANDHOLE DETAIL

C3

KEY NOTES

GRAPHIC SCALE

ELECTRICAL SITE PLAN

A1

FINAL - FOR CONSTRUCTION

USDA APHIS

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

SITE LIGHTING PLAN

C1

ENLARGED SITE PLAN

A3

FEBRUARY 17, 2022

5297 DIXIE PLANTATION ROAD,

HOLLYWOOD, SC 29449

1 2 3 4 5

A

B

C

D

SHEET OF

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN

REVISIONS

4525 Main Street, Suite 1400 Virginia Beach, VA 23462 757.455.5800

COLLEGE OF CHARLESTON

ALB OUTBREAK SITE

IMPROVEMENTS

POWER RISER DIAGRAM

A1

AVAILABLE FAULT CURRENT

A4

EXTERIOR LUMINAIRE SCHEDULE

SITE LIGHT POLE BASE

A3

ELECTRICAL SERVICE GROUNDING DETAIL

B4

9355 STRUCTURAL

9355 MECHANICAL1