W912HN19B5004_V2.pdf

DRAWING LIST

SHEET

NUMBER

SHEET REFERENCE

NUMBER

SHEET TITLE

1 G-001 COVER SHEET

2 G-002 CIVIL GENERAL NOTES AND LEGEND

3 CS101 CIVIL SITE PLAN

4 C-501 GATE DEMOLITION AND DETAILS

5 E-001 ELECTRICAL NOTES AND LEGEND

6 E-501 ELECTRICAL DETAILS

AREA 12A SLIDE GATE

DECEMBER 2018

NOT TO SCALE

VICINITY MAP

JASPER COUNTY, SC

NOT TO SCALE

LOCATION MAP

PROJECT

LOCATION

PROJECT

LOCATION

M O

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Sheet

Reference No.

SEAL

A

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21 3 4 6

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D A c t i v e A r e a

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I L L S

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2 3 4 65

A

B

C

E

D

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

PROFESSIONAL

RE

GI STEREDG

E O R GI A

No. 028448

EN INE ERG

M

I CHA E L A . T HOMA S , J

R

INDEX: OF

G-001

C O

V E

R S

H E

E T

D A

W

M L B

D A

W

M A

T

C L I E

R O

J E

C

M I C

H A

E L

O

M A

S

JA

S

P E

R C

O U

N

TY

, S C

A R

E A

2A

S

LI

D E

G

TE

GENERAL NOTES

1. ALL WORK SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS AND WITH ALL CURRENT APPLICABLE CODES

AND THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS:

A. GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) ROAD AND BRIDGE

SPECIFICATIONS

B. GDOT ROAD AND BRIDGE STANDARDS

C. MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA (GREEN BOOK)

IN CASE OF DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE ABOVE SPECIFICATIONS, THE CONTRACT

DOCUMENTS SHALL GOVERN. GDOT STANDARD SPECIFICATION PAYMENT PROVISIONS DO NOT APPLY.

3. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND KEEP COPIES OF THE SAME ON SITE DURING

CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE PLANS WITH THE EXISTING CONDITIONS IN THE FIELD PRIOR TO

COMMENCING DEMOLITION, FABRICATION, AND CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER

OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS.

5. ALL INFORMATION SHOWN ON THESE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT

KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL REPORT IMMEDIATELY TO THE OWNER

ANY CONDITIONS CONFLICTING WITH THE DRAWINGS. FIELD MODIFICATIONS TO THE DRAWINGS SHALL NOT BE MADE

WITHOUT THE CONSENT OF THE OWNER.

6. THE CONTRACTOR SHALL ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC., WITHIN AND NEAR THE AREA

OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON

COMPLETION OF CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT, DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED

MATERIALS AWAY FROM OWNER'S PROPERTY.

7. WHERE CROSSING ANY EXISTING SUBSTRUCTURES WITH NEW SUBSURFACE IMPROVEMENTS, THE CONTRACTOR SHALL

TRENCH CAREFULLY TO LOCATE ALL SUBSTRUCTURES AT THESE CROSSINGS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR REPAIRING ALL SUBSTRUCTURES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

8. ALL AREAS OUTSIDE THE "PROJECT LIMITS" WHICH ARE DAMAGED BY THE CONTRACTOR, SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL CONDITION. THE RESTORATION SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER.

9. SAFE CONSTRUCTION EXCAVATION SLOPES AND SHORING ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD

COMPLY WITH ALL OSHA AND OTHER APPLICABLE SAFETY REGULATIONS.

10. EXCAVATED SOIL MAY BE USED FOR BACK FILLING AND BORROW PROVIDED IT MEETS THE SPECIFICATIONS. THE

CONTRACTOR SHALL PERFORM QUALITY CONTROL TESTING OF BACK FILL AND BORROW MATERIAL. THE CONTRACTOR SHALL

SUBMIT THE QUALIFICATIONS OF THE SOIL TESTING COMPANY WHICH WILL PERFORM THE QUALITY CONTROL TESTS. THE

SOIL TESTING COMPANY SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE DOING RELATED WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND THE AREAS OF WORK

WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION

SITE ON A DAILY BASIS. NO BURNING OF DEBRIS SHALL BE PERMITTED.

13. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL, STATE AND FEDERAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS AND REGULATIONS.

14. ITEMS INDICATED TO BE REMOVED AND REINSTALLED SHALL BE REMOVED BY THE CONTRACTOR, STORED AND REINSTALLED

WITHOUT DAMAGE. DAMAGED ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER.

15. ALL APPLICABLE SAFETY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF DEMOLITION, CONSTRUCTION, AND

ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTOR'S RESPONSIBILITY.

16. THE CONTRACTOR SHALL PREPARE, LAYOUT AND INSTALL WORK IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE WITH

THE CARRYING FORWARD OF THE WORK OF THE CONTRACT AND/OR ANY WORK DESIGNATED TO BE PERFORMED UNDER ANY

OTHER CONTRACTS AND/OR TERMINAL OPERATIONS.

17. ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL

TIMES. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED TO OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS. ANY DEBRIS

FALLING ON ROADWAYS AS A RESULT OF CONTRACTOR HAULING MATERIAL OR MOVING EQUIPMENT SHALL BE IMMEDIATELY

CLEANED UP.

18. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF TEMPORARY CONSTRUCTION STRUCTURES AND

SUPPORT AS REQUIRED, SUCH AS SHEETING FOR TRENCH EXCAVATIONS. SHOP DRAWINGS SHALL INCLUDE DESIGN

CALCULATIONS AND ASSUMPTIONS, AND DRAWINGS SHOWING LOCATION, EXTENT AND CONSTRUCTION DETAILS OF SAID

TEMPORARY STRUCTURES AND SUPPORTS PROPOSED BY THE CONTRACTOR. ALL TEMPORARY STRUCTURES SHALL BE

DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA.

19. ALL PRECAUTIONS SHALL BE TAKEN AS NECESSARY OR MAY BE REQUIRED, TO PERMANENTLY PREVENT CONTAMINATED

WATER, GASOLINE OR ANY OTHER CONTAMINANT FROM ENTERING EXCAVATIONS MADE DURING THE CONTRACT WORK.

20. DISPOSAL OF HAZARDOUS OR CONTAMINATED MATERIALS, GROUNDWATER OR SOIL ENCOUNTERED SHALL BE IN

ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ALL WORK ON THE CONTRACT DOCUMENTS

INCLUDING DEMOLITION AND REMOVALS AND INSTALLATION OF ALL MATERIALS IN COMPLIANCE WITH CODES, RULES AND

REGULATIONS GOVERNING SAID WORK.

22. THE CONTRACTOR SHALL KEEP AND MAINTAIN A SET OF PROJECT PLANS AND SPECIFICATIONS ON THE SITE AT ALL TIMES.

COORDINATION

1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER.

2. THE EXISTING FACILITY WILL REMAIN OPERATIONAL DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE DEMOLITION

AND INSTALLATION OF ALL WORK WITH THE OWNER TO LIMIT DISRUPTION OF FACILITY OPERATIONS.

3. SEE THE SPECIFICATIONS FOR ADDITIONAL COORDINATION REQUIREMENTS.

UTILITIES

1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY AND

ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST OR CROSS THROUGH THE AREA OF CONSTRUCTION

WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS.

2. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT OR DEPTH OF ANY

OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE, INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR

ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM WHATEVER TEST

EXCAVATION OR OTHER REINVESTIGATION IS NECESSARY TO VERIFY LOCATIONS AND CLEARANCES.

3. UNLESS OTHERWISE NOTED, UTILITIES ARE TO BE RELOCATED BY THE RESPECTIVE OWNER.

4. UTILITY OWNERS SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF EXCAVATION. FOR LOCATION OF UTILITIES CALL THE "UTILITY

PROTECTION CENTER" AT 1-800-282-7411, 48 HOURS PRIOR TO LAND DISTURBANCE ACTIVITY.

5. THE CONTRACTOR SHALL PROVIDE 3 BUSINESS DAYS ADVANCE WRITTEN NOTICE TO THE OWNER PRIOR TO ANY WATER, ELECTRICAL, OR OTHER UTILITY SYSTEM SHUTDOWNS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITIES DAMAGED

DURING CONSTRUCTION.

DEMOLITION

1. THE CONTRACTOR SHALL PROTECT ALL UTILITIES TO REMAIN IN PLACE.

2. ALL MATERIALS REMOVED UNDER DEMOLITION, NOT TO BE RELOCATED OR TO BE TURNED OVER TO THE OWNER, SHALL BE

REMOVED FROM THE SITE.

CONSTRUCTION

1. CONTRACTOR SHALL NOT INITIATE ANY LAND DISTURBING ACTIVITY UNTIL AUTHORIZED TO PROCEED BY OWNER.

2. SUBMITTALS ON MATERIALS FOR THIS PROJECT SHALL BE PROVIDED TO THE OWNER FOR APPROVAL AS DESCRIBED IN

PROJECT MANUAL.

3. EXISTING VEGETATION SURROUNDING THE CONSTRUCTION AREA SHALL REMAIN IN A NATURAL STATE.

4. FINISHED SLOPES SHALL BE GRADED TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL PAVEMENTS AND TO PROPOSED

DITCHES AND BASINS.

EXISTING 8' SECURITY FENCE

X

*VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT EXTENTS OF THE VIEW ON THE

REFERENCED SHEET. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS, BOTH THE

VIEW AND SHEET NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS SHOWN

ABOVE OR IN THE FORM;"VIEW NO./SHEET NO." (EG. A1/G-101).

Know what'sbelow.

before you dig.Call

R

VIEW TITLE

SCALE: 1/4"=1'-0"

DETAIL CALLOUT

ELEVATION VIEW

VIEW TITLE SECTION CUT

VIEW NUMBER *

SHEET NUMBER

VIEW REFERENCED TO

SHEET NUMBER

VIEW REFERENCED TO

SHEET NUMBER

VIEW REFERENCED TO

VIEW NUMBER *

VIEW NUMBER *

ADDITIONAL SHEET

REFERENCES

TYPICAL CALLOUTS

SHEET NUMBER

VIEW REFERENCED TO

VIEW NUMBER *

LEGEND

EXISTING POWER POLE

INDEX: OF

G-002

C I V

N

E R

T

E S

A N

D

L

E G

E N

D

D A

W

M L B

D A

W

M A

T

C L I E

O

J E

M I C

H A

E

O

M A

S

J A

S P

U

N T

Y

S

C

A R

I D

E

G

A T

E

M O

F F

A T

C

H O

L

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

R e v

C k d b y

S u b m i t t e d b y

D r a w i n g

S c a l e

P l o t s c a l

N

P r o j e c t

N

A

P r o j e c t

N o s c r i p t i o n

D a t e

A p p r

M a r k

Sheet

Reference No.

SEAL

A

B

C

E

21 3 4 6

F i l e

Q

S

V

G

D O

T

W a t e r w a y s

T

O

S l i d i n g

G a t e s

C

A D

D A c t i v e A r e a

G

P l o t t e d

P

M b y

W

I L L S

D

A V

I D

S a v e d

A

M b y

M

B E

M I S

E

A S

T

B

R Y

S

S A

V A

N N

A H

G

A

E

E T

T

E D

D

2 3 4 65

A

B

C

E

D

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

PROFESSIONAL

RE

GI STEREDG

E O R GIA

No. 028448

EN INEERG

M

I CHA E L A . T HOMA S , J

NORTH

20' 0'

20'

40'

SCALE: 1''=20'

SITE LAYOUT

CS101

C

IV

IL

S

IT

E

P

LA

N

JA

S

P E

R C

O U

N

TY

, S C

A R

E A

2A

S

LI

D E

G A

TE

M O

F F

A T

C

H O

L

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

R e v

C k d b y

S u b m i t t e d b y

D r a w i n g

S c a l e

P l o t s c a l

N

P r o j e c t

N

A

P r o j e c t

N o s c r i p t i o n

D a t e

A p p r

M a r k

Sheet

Reference No.

SEAL

A

B

C

E

21 3 4 6

F i l e

Q

S

V

G

D O

T

W a t e r w a y s

T

O

S l i d i n g

G a t e s

C

A D

D A c t i v e A r e a

C

S

P l o t t e d

P

M b y

W

I L L S

D

A V

I D

S a v e d

A

M b y

M

B E

M I S

E

A S

T

B

R Y

S

S A

V A

N N

A H

G

A

E

E T

T

E D

D

2 3 4 65

A

B

C

E

D

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

PROFESSIONAL

RE

GI STEREDG

E O R GIA

No. 028448

EN INEERG

M

NOTES:

C-501

G A

M

O L

I T

I O

N

A

N D

D E

T A

I L

S

J A

S P

U

N T

Y

S

C

A R

I D

E

G

A T

E

M O

F F

A T

C

H O

L

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

R e v

C k d b y

S u b m i t t e d b y

D r a w i n g

S c a l e

P l o t s c a l

N

P r o j e c t

N

A

P r o j e c t

N o s c r i p t i o n

D a t e

A p p r

M a r k

Sheet

Reference No.

SEAL

A

B

C

E

21 3 4 6

F i l e

Q

S

V

G

D O

T

W a t e r w a y s

T

O

S l i d i n g

G a t e s

C

A D

D A c t i v e A r e a

C

P l o t t e d

P

M b y

W

I L L S

D

A V

I D

S a v e d

P

M b y

D

W I L L S

E

A S

T

B

R Y

S

S A

V A

N N

A H

G

A

E

E T

T

E D

D

2 3 4 65

A

B

C

E

D

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

PROFESSIONAL

RE

GI STEREDG

E O R GIA

No. 028448

EN INEERG

M

GENERAL NOTES

1. FURNISH AND INSTALL ALL CONDUITS, WIRES, BOXES, DISCONNECT SWITCHES, RECEPTACLES, DEVICES, CIRCUIT BREAKERS AND OTHER EQUIPMENT SHOWN ON THE DRAWINGS AND AS REQUIRED FOR

A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM.

2. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR OBTAINING FROM THE ENGINEER ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS IN WRITING AND IN ADVANCE

OF THE BEGINNING OF DEMOLITION/CONSTRUCTION.

3. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH

PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL.

4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ALL FEES.

5. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, FITTINGS, JUNCTION BOXES, PULL BOXES AND EXPANSION FITTINGS REQUIRED TO MEET FIELD CONDITIONS.

DETERMINE ACTUAL MATERIAL AND HARDWARE REQUIREMENTS AND VERIFY ALL DIMENSIONS OF EXISTING EQUIPMENT AND STRUCTURAL MEMBER LOCATIONS BY FIELD INSPECTION.

6. VERIFY EXISTING SITE CONDITIONS, AND EXACT LOCATIONS OF UTILITIES.

7. SUBMIT SHOP DRAWINGS AND CATALOG CUTS FOR ALL ELECTRICAL REQUIREMENT,

8. PROVIDE A SET OF AS-BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL UNDERGROUND CONDUITS AND INDICATING ALL CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE

ELECTRICAL DRAWINGS.

9. ALL MATERIALS AND EQUIPMENT SHALL BE U.L. LISTED AND LABELED AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

10. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED.

11. ALL DEVICES AND EQUIPMENT INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE WEATHERPROOF WITH MARINE GRADE, NEMA 4X ENCLOSURES.

12. EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC MINIMUM 36" BELOW GRADE, WITH RIGID GALVANIZED STEEL CONDUIT ELBOWS AND

RISERS TO GRADE.

13. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER, UL LISTED, RATED FOR 600 VOLTS, TYPE THHN/THWN-2, NO. 12 AWG MINIMUM SIZE UNLESS NOTED. CONDUCTORS LARGER THAN #10 AWG AND

CONTROL, INSTRUMENTATION AND COMMUNICATION CONDUCTORS SHALL BE STRANDED.

14. PROVIDE UPDATED TYPEWRITTEN DIRECTORY CARD IN EACH PANEL. IDENTIFY LOAD SERVED BY EACH CIRCUIT BREAKER. PROVIDE LAMINATED PLASTIC NAMEPLATES TO IDENTIFY ALL LOADS SERVED

BY SWITCHGEAR AND DISTRIBUTION PANELS. IN ADDITION TO CODE REQUIRED NAMEPLATES.

15. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS.

16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES AND THE SERVING UTILITY.

17. THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND.

18. FUNCTIONALLY TEST THE ELECTRICAL INSTALLATION FOR PROPER OPERATION.

19. WHENEVER THE WORD "PROVIDE" IS USED ON ELECTRICAL DRAWINGS, IT SHALL MEAN TO FURNISH, INSTALL, ADJUST, TEST AND INTERGRATE INTO A COMPLETE SYSTEM UNLESS NOTED OTHERWISE.

PROVIDE ALL HARDWARE, WIRING AND MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM.

20. ALL MATERIALS SHALL BEAR THE LABEL OF A NATIONALLY RECOGNIZED TESTING AGENCY AND SHALL BE INSTALLED IN THE MANNER FOR WHICH IT IS DESIGNED AND APPROVED.

21. ALL WORK SHALL COMPLY WITH THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES.

GENERAL LIGHTING NOTES

1. LIGHTING FIXTURE CATALOG NUMBERS ARE INDICATIVE OF THE STYLE OF FIXTURE REQUIRED. CONTRACTOR SHALL PROVIDE FIXTURES WITH THE PROPER TRIM, VOLTAGE AND

OPTIONS NECESSARY FOR INSTALLATION.

INDEX: OF

E-001

E L

E C

T R

I C

N

E R

A L

N O

T E

S

D A

W

B R

L D

A W

M A

T

C L I E

O

J E

M I C

H A

E

O

M A

S

J A

S P

U

N T

Y

S

C

A R

I D

E

G

A T

E

M O

F F

A T

C

H O

L

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

R e v

C k d b y

S u b m i t t e d b y

D r a w i n g

S c a l e

P l o t s c a l

N

P r o j e c t

N

A

P r o j e c t

N o s c r i p t i o n

D a t e

A p p r

M a r k

Sheet

Reference No.

SEAL

A

B

C

E

21 3 4 6

F i l e

Q

S

V

G

D O

T

W a t e r w a y s

T

O

S l i d i n g

G a t e s

C

A D

D A c t i v e A r e a

E

P l o t t e d

P

M b y

W

I L L S

D

A V

I D

S a v e d

A

M b y

N

S M

I L E

K

E

A S

T

B

R Y

S

S A

V A

N N

A H

G

A

E

E T

T

E D

D

2 3 4 65

A

B

C

E

D

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

S

O

U

T

H

C

AR

O

L

I

N

A

D

A

D

W

L

S

R

V

I

A

I

J

GATE OPENING

SLIDE GATE

FLOOD LIGHT

SEE NOTE 1

FLOOD LIGHT

SEE NOTE 1

PANEL G

EXISTING

UTILITY POLE

NO. 522311

(APPROX 130FT

AWAY)

SEE NOTE 2

SLIDE

DRIVER

INDEX: OF

E-501

E L

E C

T R

I C

T

A I L

S

D A

W

B R

L D

A W

M A

T

C L I E

O

J E

M I C

H A

E

O

M A

S

J A

S P

U

N T

Y

S

C

A R

I D

E

G

A T

E

M O

F F

A T

C

H O

L

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

R e v

C k d b y

S u b m i t t e d b y

D r a w i n g

S c a l e

P l o t s c a l

N

P r o j e c t

N

A

P r o j e c t

N o s c r i p t i o n

D a t e

A p p r

M a r k

Sheet

Reference No.

SEAL

A

B

C

E

21 3 4 6

F i l e

Q

S

V

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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

FOR BID

ISSUED: 2018-01-29

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PANEL

'G'

100A

120/240V

1PH

3W

SER

SPD-2

G E

C

SERVICE NEUTRAL

FROM UTILITY

TRANSFORMER. SIZE

TO MATCH PHASE

CONDUCTORS.

SIZE NEUTRALS

TO MATCH

PHASE.

SERVICE

ENTRANCE RATED

DISCONNECT

SWITCH

NEUTRAL

MBJ

GROUND

EGC

GROUNDING LEGEND

ABBR. DESCRIPTION

MBJ MAIN BONDING JUMPER

GEC GROUNDING ELECTRODE CONDUCTOR

EGC EQUIPMENT GROUNDING CONDUCTOR

SIZE PER TABLE 250.66 OF THE NEC OR 12.5% OF

CONDUCTOR SIZE [250.28].

** SIZE PER TABLE 250.122.

EXISTING

UTILITY POLE

NO. 522311

NEW UTILITY

TRANSFORMER

UTILITY ELECTRIC METER

#6 GEC

(3) #3 IN 2" C, PROVIDE 2" C SPARE

SPD-2

SURGE PROTECTION DEVICE (SPD) SCHEDULE

SPD

ID

LOCATION

TYPE

SURGE CURRENT

RATING

SURGE

COUNTER

VISUAL &

AUDIBLE ALARM

NETWORK

MONITORING

NOYES

YES

100kA / MODETYPE 1

EGC

PROVIDE SELF-GROUNDING RECEPTACLE, OR

BOND BOX USING LISTED CLIP OR GROUNDING

SCREW, DO NOT USE SHEET METAL SCREW

[250.8] [250.146]

GREEN HEX HEAD

GROUNDING SCREW

[250.126]

METAL OUTLET BOX

GROUND TO

FENCE

FRAMING

UTILITY PROVIDED

HANDHOLE AND

CONDUIT

G

E

C

BASED ON A 10 KVA, 1.6 %Z UTILITY TRANSFORMER THE

MAXIMUM FAULT CURRENT AVAILABLE AT THE SERVICE

ENTRANCE DISCONNECT IS CALCULATED TO BE 2,610 AMPS.

LABEL THE SERVICE ENTRANCE DISCONNECT WITH THIS

MAXIMUM FAULT CURRENT AND THE DATE OF INSTALLATION.

CONTACT ENGINEER 2 WEEKS PRIOR TO SUBSTANTIAL

COMPLETION TO CONFIRM THE AVAILABLE FAULT CURRENT

PRIOR TO LABELING EQUIPMENT.

AVAILABLE FAULT CURRENT

1. NUMBERS IN BRACKETS REFER TO SPECIFIC SECTIONS OF THE NATIONAL ELECTRICAL CODE.

2. ALL UNDERGROUND OR OTHERWISE INACCESSIBLE GROUND CONNECTIONS AND SPLICES SHALL BE EXOTHERMICALLY WELDED [250.68].

3. GROUND ELECTRODE FOR SEPARATELY DERIVED SYSTEMS SHALL BE THE NEAREST METAL WATER PIPE OR STRUCTURAL METAL. AVAILABLE, PROVIDE GROUNDING CONDUCTOR BACK TO MAIN GROUND BUS AT SERVICE ENTRANCE.

4. PROVIDE A GROUND WIRE IN ALL CONDUITS.

5. EARTH SHALL NOT BE USED AS THE SOLE GROUND RETURN PATH FOR ANY EQUIPMENT POWERED UNDER THIS PROJECT. OTHERWISE

OVERCURRENT PROTECTION MIGHT NOT WORK, OR IT MIGHT CAUSE POWER QUALITY PROBLEMS.

6. NO ALUMINUM SHALL BE USED FOR GROUNDING WORK WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE ENGINEER. EXCEPTION: ALUMINUM

BUILDING STRUCTURAL MATERIALS SHALL BE BONDED WITH LISTED ALUMINUM EQUIPMENT WITH ALUMINUM TO COPPER CONNECTORS FOR

ROUTING COPPER EGC'S.

7. PROVIDE GROUNDING BUSHING ON BOTH ENDS OF ALL SERVICE ENTRANCE RACEWAYS, SIZE AS A GEC [250.80]. THIS INCLUDES RIGID STEEL

ELBOWS ON PVC CONDUIT.

8. ALL METAL ENCLOSURES AND RACEWAYS SHALL BE BONDED TO GROUND [250.86]. FOR CIRCUITS OVER 250V PROVIDE BOND PER [250.97], STANDARD LOCKNUTS ARE NOT ACCEPTABLE.

9. PROVIDE EGC CONNECTED TO ANY JUNCTION BOX WHERE SPLICE IS MADE [250.148].

10. PROVIDE BOND TO EXPOSED METAL ON ALL MOTORS, PUMPS, AND LIGHTING FIXTURES PER [250.112].

11. PROVIDE CONTINUOUS GROUND ON FENCING WITHIN 20 FEET OF ELECTRICAL PANEL.

GROUNDING NOTES:

SEE NOTE 4

RECEPTACLE

SEE NOTE 3

KEYNOTES

1. MOUNT HUBBLE FLOOD LIGHTS (FLS-10L-25-5K-W-1-K-BL-PC-F OR EQUAL) TO EXISTING

GATE POST. ONE FACING INGRESS AND THE OTHER FACING EGRESS. FLOOD LIGHTS

SHALL INCLUDE THESE ACCESSORIES: BUTTON-STYLE PHOTOCELL, VANDAL RESISTANT

POLYCARBONATE LENS (FLS-SPC) AND TOP VISOR (FLS-VISOR-BL). LIGHT SWITCH SHALL

ALSO BE PROVIDED FOR MANUAL CONTROL.

2. TRENCH GROUND TO ROUTE CONDUIT TO SLIDE DRIVER AND FLOOD LIGHT.

3. PROVIDE DEDICATED 20A WEATHERPROOF GROUND-FAULT CIRCUIT INTERRUPTER (GFCI)

RECEPTACLE.

4. PROVIDE ANGLE IRON SUPPORT RACK TO MOUNT PANEL, SPD, AND RECEPTACLES.

5. THE SERVICE GROUND SHALL CONSIST OF A 3/4" X 10'-0" COPPER CLAD STEEL GROUND

ROD. TEST GROUND TO ENSURE LESS THAN 5 OHMS OF RESISTANCE. ADD ADDITIONAL

GROUND ROD(S) AS NECESSARY.

6. PROVIDE DEDICATED WEATHERPROOF L6-30 RECEPTACLE.

GENERAL NOTES

1. ELECTRICIAN TO REQUEST SCE&G SERVICE AND NEW ACCOUNT BY CALLING 1-877-937-7234.

FOR ADDITIONAL QUESTIONS CONTACT PARKS MOSS OF SCE&G CUSTOMER SERVICE

ENGINEERING AT HENRY.MOSS@SCANA.COM.

G

LOCATION: AREA 12A GATE VOLTAGE/PHASE: 120/240V 1Ø 3W MIN SHORT CIRCUIT RATING: 10KAIC

ENCLOSURE: NEMA 3R BUS AMPS: 100A

MAIN BREAKER: 100A

LOADS

VOLT-AMPS

CKT

BKR/

POLE

A B C

BKR/

POLE

CKT

VOLT-AMPS

LOADS

A B A B

GATE DRIVER 1830 1 20/2 * - - 30/2 2 416 RECEPTACLE

1830 3 - * - 4 416

LIGHTS 50 5 20/1 - - * 20/1 6 500 RECEPTACLE

SPARE - 7 20/1 * - - 20/1 8 - SPARE

SPARE - 9 20/1 - * - 20/1 10 - SPARE

SPARE - 11 20/1 - - * 20/1 12 - SPARE

SPACE 13 - * - - - 14 SPACE

SPACE 15 - - * - - 16 SPACE

SPACE 17 - - - * - 18 SPACE

SPACE 19 - * - - - 20

PREPARED SPACE (TYP)

TOTAL ØA = 2796 VOLT-AMPS

TOTAL ØB = 2246 VOLT-AMPS

C1

E-501

GROUNDING DETAIL

NOT TO SCALE

A1

E-501

ONE-LINE DIAGRAM

NOT TO SCALE

B3

E-501

SLIDE GATE ELECTRCIAL DETAILS

NOT TO SCALE

SEE NOTE 5

RECEPTACLE

SEE NOTE 6

GENERAL OPERATION REQUIREMENTS

1. PROVIDE KEYPAD MANUFACTURED FOR ACCESS CONTROL TO THE LEFT SIDE (DRIVER'S

SIDE) OF THE ROAD AT LEAST SIX FEET AWAY FROM THE GATE.

2. PROVIDE VEHICLE SENSING DEVICES (THAT ARE RECOMMENDED WITH DRIVER) FOR

EXTERNAL ENTRAPMENT PROTECTION (TO COMPLY WITH UL 325) AND FOR GATE

OPERATION. INSTALL A PAIR OF SENSORS: ONE ON THE SECURED SIDE AND THE OTHER

ON THE UNSECURED SIDE OF THE GATE. MOUNT THEM ON THE END POSTS AT A

SUITABLE HEIGHT ON EACH SIDE OF THE ROAD.

3. ENTERING SECURE SIDE OPERATION:

3.1. ACCESS CODE THROUGH KEYPAD WILL ACTIVATE GATE DRIVER TO OPEN THE GATE.

3.2. THE GATE WILL OPEN AND REMAIN OPEN FOR A MINIMUM TIME (E.G. 30 SECONDS)

AS COORDINATED WITH THE OWNER.

3.3. AFTER THIS DELAY, THE GATE WILL CLOSED PROVIDED NO OBSTRUCTION/VEHICLE

IS SENSED.

4. EXITING SECURE SIDE OPERATION:

4.1. THE VEHICLE SENSING DEVICES WILL RECOGNIZE THE APPROACH OF THE EXITING

VEHICLE. ONCE RECOGNIZED, THERE WILL BE A SHORT TIME DELAY (3 SECONDS)

THAT THE GATE WILL WAIT (TO VERIFY THAT A VEHICLE IS TRYING TO EXIT). THEN IT

WILL BEGIN TO OPEN.

4.2. THE GATE WILL OPEN AND REMAIN OPEN FOR A MINIMUM TIME (E.G. 30 SECONDS)

AS COORDINATED WITH THE OWNER.

4.3. AFTER THIS DELAY, THE GATE WILL CLOSED PROVIDED NO OBSTRUCTION/VEHICLE

IS SENSED.