2-Drawings for Butler ES Coastal Montessori Site Improvements.pdf

BID C27-05

BUTLER ES & COASTAL MONTESSORI

SITE IMPROVEMENTS

LOCATION MAP

SCALE: NTS

VICINITY MAP

SCALE: NTS

1909 CYNTHIA STREET 31415

SAVANNAH, GEORGIA

M&N JOB #: 240965

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PROJECT

LOCATION PROJECT

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SHEET INDEX

INDEX NO. SHEET NO. SHEET TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES

3 V101 EXISTING CONDITIONS

4 CD101 DEMOLITION PLAN

5 CS101 SITE PLAN

6 CS401 ENLARGED PLAN VIEW

7 CS501 FENCE DETAIL

8 CS502 FENCE DETAIL

9 CS503 FENCE & SITE DETAILS

10 E-001 ELECTRICAL NOTES AND LEGEND

11 E-101 ELECTRICAL LAYOUT PLAN

12 E-401 ENLARGED VIEW

13 E-501 ELECTRICAL DETAILS

14 E-502 ELECTRICAL DETAILS

15 E-601 ONE-LINE DIAGRAM

16 E-602 CABLE AND PANEL SCHEDULES

17 E-901 PHOTOS

18 E-902 EXISITING PANEL PHOTOS

PERIMETER FENCING AND GATES PROJECTS

REV NO.

INDEX: OF

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GENERAL NOTES

1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO

GENERAL NOTES.

2. 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. MOFFATT & NICHOL SPECIFICATIONS

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

SPECIFICATIONS

C. GDOT ROAD AND BRIDGE STANDARDS & DETAILS

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

IN CASE OF DISCREPANCY BETWEEN THE PLANS AND SPECIFICATIONS, THE PLANS SHALL GOVERN.

3. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE 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. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK.

7. CONTRACTOR SHALL DOUBLE WRAP PIPE JOINTS WITH A NON-WOVEN GEOTEXTILE OF MINIMUM 6 OZ./SY BY PLACING TWO OF FILTER FABRIC AROUND THE JOINT A MINIMUM WIDTH OF FOUR FEET CENTERED ON JOINT.

8. WHERE CROSSING ANY EXISTING SUBSTRUCTURES WITH NEW SUBSURFACE IMPROVEMENTS, THE CONTRACTOR SHALL TRENCH CAREFULLY TO LOCATE ALL ACTIVE AND IDLE SUBSTRUCTURES AT THESE CROSSINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL SUBSTRUCTURES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE

OWNER.

9. ALL AREAS OUTSIDE THE "PROJECT LIMITS" WHICH ARE DAMAGED BY THE CONTRACTOR, INCLUDING OFF-SITE STAGING AREAS AND HAUL ROADS, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION. THE RESTORATION

SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER.

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

COMPLY WITH ALL OSHA AND OTHER APPLICABLE SAFETY REGULATIONS.

11. ALL EXCAVATED ASPHALT, CONCRETE, AND OTHER DELETERIOUS MATERIAL SHALL BE DISPOSED OF OFF OWNER PROPERTY, EXCEPT AS SPECIFICALLY APPROVED FOR RE-USE AS RECYCLED MATERIAL FOR THE WORK. ALL MATERIAL SHALL BE

DISPOSED OF AS PER LOCAL REGULATIONS.

12. OTHER THAN FOR EXCAVATED ASPHALT AND CONCRETE AS NOTED ABOVE, EXCAVATED SOIL MAY BE USED FOR BACK FILLING AND BORROW PROVIDED IT MEETS THE SPECIFICATIONS AND THE FOLLOWING REQUIREMENTS:

A. MATERIAL DOES NOT CONTAIN DELETERIOUS AMOUNTS OF:

· ORGANIC CLAYS, SILTS OR PEATS

· MISCELLANEOUS DEBRIS, SUCH AS BUT NOT LIMITED TO, TIMBER, METAL

PLASTICS, GLASS OR REFUSE.

· STONES OR CONCRETE PIECES LARGER THAT THREE (3) INCHES IN SIZE, EXCEPT WHERE ALLOWED BY THE

PLANS/SPECIFICATIONS

B. THE MATERIAL IS NOT FROZEN OR CONTAIN ICE.

C. THE MATERIAL IS NOT OIL STAINED OR HAVE A NOTICEABLE "OIL ODOR".

D. CAN BE COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.

E. AS REQUIRED BY 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, EXCEPT AS ALLOWED BY STATE

AND/OR LOCAL REGULATIONS

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. 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. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOAD LIMITS ON HAUL ROUTES.

17. 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.

18. 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.

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

ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.

20. 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.

21. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND

GOVERNING STATE BUILDING CODE.

22. THE CONTRACTOR SHALL KEEP AND MAINTAIN A SET OF PROJECT PLANS AND SPECIFICATIONS APPROVED FOR

CONSTRUCTION ON THE SITE AT ALL TIMES.

23. TREE PROTECTION IS REQUIRED FOR SPECIMEN TREES LOCATED WITIN THE PROJECT. CONTRACTOR SHALL INSTALL TREE PROTECTION PER CONSTRUCTION PLANS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK IN THE VICINITY OF

PROTECTED TREES.

COORDINATION

1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER.

2. THE CONTRACTOR SHALL SUBMIT A SCHEDULE FOR CONSTRUCTION TO OWNER, IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

3. SEE THE SPECIFICATIONS FOR 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. STATE LAW MANDATES THE NOTIFICATION OF UTILITY OWNERS 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.

4. CONTRACTOR SHALL CONFORM TO THE "GEORGIA HIGH VOLTAGE SAFETY ACT" AND SHALL CONTACT THE NECESSARY

AUTHORITIES PRIOR TO START OF CONSTRUCTION.

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 THEIR SOLE EXPENSE, ANY EXISTING UTILITIES DAMAGED

DURING CONSTRUCTION.

DEMOLITION

1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE, INCLUDING THOSE WITHIN

THE GDOT RIGHT OF WAY.

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

REMOVED FROM THE SITE.

3. FOR EXISTING CONDITIONS SEE V-101.

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 PRIOR TO ORDERING

MATERIALS AND BEGINNING CONSTRUCTION.

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

4. THE CONTRACTOR SHALL STRIP TOPSOIL AND ANY ORGANIC LADEN SOIL AND STORE FOR USE IN BACKFILLING AND LANDSCAPING FOR SITE RESTORATION. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY EXCESS SOIL AFTER RESTORATION OF THE SITE. NO ADDITIONAL PAYMENT FOR STORAGE OR REMOVAL OF TOPSOIL SHALL BE MADE.

5. ALL STRUCTURAL FILLS SHALL BE PLACED IN 6-INCH LIFTS AND COMPACTED TO A MINIMUM 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). SUB-GRADE SHALL BE PROOF-ROLLED PER THE DIRECTION OF THE OWNER. AREAS WHICH RUT EXCESSIVELY SHALL BE UNDERCUT AND REPLACED WITH SELECT GRANULAR MATERIAL.

6. GROUNDWATER FLOWING TOWARD OR INTO EXCAVATIONS SHALL BE CONTROLLED TO PREVENT SLOUGHING OF EXCAVATION SLOPES AND WALLS, BOILS, UPLIFT AND HEAVE IN THE EXCAVATION AND TO ELIMINATE INTERFERENCE WITH THE ORDERLY PROGRESS OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR DEWATERING.

7. FINISHED SLOPES SHALL BE GRADED TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL PAVEMENTS AND TO EXISTING

DITCHES AND BASINS.

8. NO SEPARATE PAYMENT SHALL BE MADE FOR REPAIR OF RILLS AND RE-ESTABLISHMENT OF FINAL GRASSING OF REPAIRED

AREAS, AS REQUIRED BY THE OWNER.

9. THE CONTRACTOR IS REQUIRED TO HAVE A WATER TRUCK AVAILABLE AT ALL TIMES TO CONTROL DUST. NO ADDITIONAL

PAYMENT SHALL BE MADE.

10. THE ASPHALT INDEX CONTAINED IN THE GDOT SPECIAL PROVISIONS DOES NOT APPLY TO THIS PROJECT.

11. PROVIDE EXPANSION JOINTS BETWEEN CONCRETE PAVEMENT AND ALL FIXED STRUCTURES. (I.E. MANHOLES, CLEANOUTS, SIDEWALKS, ETC.)

12. ALL LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT, A JOINT SHALL BE

ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE.

13. FOR SITE PLAN SEE CS101.

MAINTENANCE OF TRAFFIC

1. ANY MAINTENANCE OF TRAFFIC ACTIVITIES SHALL BE IN ACCORDANCE WITH GDOT SPECIAL PROVISION SECTION 150 AND GENERAL NOTES PER GDOT STANDARD NO. 9100, AND CHATHAM COUNTY REQUIREMENTS AS APPLICABLE. CONTRACTOR IS

RESPONSIBLE FOR ALL NECESSARY COORDINATION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE SIGNING AND ANY OTHER TRAFFIC CONTROL DEVICES, SUCH AS "TRUCKS ENTERING HIGHWAY" SIGNS, NECESSARY TO PERFORM THE WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL SUCH TEMPORARY DEVICES. SIGNAGE AND OTHER MAINTENANCE OF TRAFFIC DEVICES SHALL BE PLACED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. NO ADDITIONAL PAVEMENT SHALL BE MADE FOR TRAFFIC CONTROL, REVISIONS TO TRAFFIC CONTROL, ETC.

3. THE CONTRACTOR SHALL PROTECT ALL POST-MOUNTED STREET NAME SIGNS WITHIN THE PROJECT LIMITS. IF A STREET NAME SIGN MUST BE MOVED DURING THE COURSE OF CONSTRUCTION, IT MUST BE RESET AT THE END OF EACH WORK DAY.

STREET NAME SIGNS SHALL BE RELOCATED TO THE FINAL LOCATION OF THE STOP SIGN ON EACH DAY WHEN CONSTRUCTION IS COMPLETE. IF DAMAGED DURING CONSTRUCTION, STREET NAME SIGNS SHALL BE REPLACED IN KIND. ALL

LABOR AND MATERIALS REQUIRED TO SATISFY THIS REQUIREMENT.

4. DRAINAGE STRUCTURES REQUIRING TEMPORARY COVERS TO ACCOMMODATE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION STAGING SHALL BE CAPPED WITH A REINFORCED CONCRETE TOP AS PER GDOT STANDARD 9031U. A MINIMUM OF 18 INCHES OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE TOP ELEVATION OF THE CAPPED STRUCTURES AND THE STAGING SUBGRADE. AS STAGED CONSTRUCTION PROGRESSES THE TEMPORARY REINFORCED CONCRETE TOPS SHALL BE REMOVED AND DISCARDED, AND THE STRUCTURES SHALL BE COMPLETED AS PER THE CONSTRUCTION PLANS. NO SEPARATE PAYMENT SHALL BE MADE FOR REINFORCED CONCRETE TOPS, REMOVAL OR DISPOSAL.

SURVEY NOTES

1. VERTICAL DATUM - ELEVATIONS SHOWN ARE IN FEET AND ARE BASED ON NAVD 88 DATUM.

2. HORIZONTAL DATUM - GEORGIA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83.

3. THESE DRAWINGS ARE BASED ON A FIELD SURVEY PREPARED BY THOMAS & HUTTON.

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SCALE: 1''=40'

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S S

S S

BEL AIRE SUBDIVISION PHASE 3

UE

UE

UE

UE

UE

UE

UGT UGP

X X

X

X X

X X

X X

X

X

X

XEXISTING

BUILDING

XXXXXXXXXXXXXXXXXXX

X

X

X X

X X

X

X

X

X

X

X

X

X

X X

X

X

DEMOLISH DOUBLE

25' SWING GATE

DEMOLISH DOUBLE

25' SWING GATE

DEMOLISH 6'

PEDESTRIAN GATE

DEMOLISH 50 +/- LF OF

DECORATIVE FENCE AND 6'

PEDESTRIAN GATE

DEMOLISH 50 +/- LF OF

DECORATIVE FENCE AND 6'

PEDESTRIAN GATE

DEMOLISH 135 +/- LF

OF EXISTING FENCE

REMOVE PAVEMENT MARKING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

D

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

3/

:2

P M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

40' 0' 40' 80'

SCALE: 1''=40'

INDEX: OF

CD101

D E

M O

LI

TI

O N

P

LA

N

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

E

R E

S

C O

A S

TA

L

M O

N

TE

S S

O R

I S

IT

E

IM

P R

O V

E M

E N

TS

C

Y N

TH

IA

S

TR

E E

T S

A V

A N

N A

H , G

E O

R G

IA

GV

GWA

IPFIPF

MB

D

WM

WM

WM

XXX

U N

G U

N G

U N

G U

N G

U N

G U

N G

U N

G

UNG

U E

W W WW

U C

CHEVY CHASE RD.

OE

O E

O E

O E

O E

O E

OE

O E

O E

U C

OE OE

O E

O E

UE

UE

UE

U E

UE

UE

U C

U C

OE

U C

O E

UE

UE

UE

U E

UE

UE

U C

U C

OE OE OE OE

GWA

GWA

D

W

X X

X X

X

X

X

X

X

X

X

X

X X

OE OEOE OE

O E

O E

O E

O E

O E

O E

O E

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O E

O E

O E

U E

UE

U C

UC

O E

O E

UE

X

SD

SD

C Y

N

TH

IA

S

TR

E

E T

' R

/W C

Y N

TH

IA

S

TR

E E

T

' R /W

GWA

SS

SS

SD

SD

SD

SD

SD

SSSSSSSSSSSSSSSSSS

SS SS SS SS SS

S S

S S

N74°35'36"W872.91'

N

°2 7'

"E

.5

8'

S74°35'36"E 1132.90'

Δ=56°12'22"

T=338.47'

L=621.77'

R=633.82'

CHORD=597.14'

CH BRG=S10°38'46"E

S74°35'36"E 1132.90'

S74°35'36"E 1132.90'

Δ=56°12'22"

T=338.47'

L=621.77'

R =633.82'

C H

O R

D =597.14'

C H

BR

G

=S10°38'46"E

N74°35'36"W872.91'

S

°2 4'

"W

0.

S

°2 4'

"W

0.

BEL AIRE SUBDIVISION PHASE 3

C

LO

V E

R D

A

LE

S U

B D

IV

IS

IO

N

P H

A S

E

UE

UE

UE

UE

UE

UGT UGP

X

X X

X X

X

X

X

X

X

EXISTING

BUILDING

XXXXXXXXXXXXXXXX

X

X

X X

X X

X

X

X

XXX

X

X

X

X

X

X

X

X X

X X

X X X X X X X X X X X X X X X X

X

X

X

X

X

X

X X

X X X

X

X

X

XX

XXXXXX

X

X

X

X

X

X

XXX

X X X X X X X

X

X

X

X

X

X

X X X X X

X

ENLARGED PLAN VIEW

SINGLE 4' PEDESTRIAN SWING GATE WITH

PANIC BAR & CARD READER, SEE NOTES 1 & 3

SINGLE 4' PEDESTRIAN SWING GATE WITH PANIC

BAR & CARD READER, TYP, SEE NOTES 1 & 3

SINGLE 6' PEDESTRIAN SWING GATE

WITH PANIC BAR, TYP, SEE NOTE 3 &

SINGLE 15' MANUAL SWING GATE, TYP, SEE NOTE 2 &

A5

CS502

D1

CS502

A1

CS401

SINGLE 6' PEDESTRIAN SWING GATE WITH PANIC BAR, SEE NOTE 3

DOUBLE 6' PEDESTRIAN SWING GATE

WITH PANIC BARS, TYP, SEE NOTE 3 &

A1

CS502

PROPOSED 6' HIGH DECORATIVE ALUMINUM FENCE,

ALUMI-GUARD, ASCOT 3 INDUSTRIAL GRADE, TYP

277 LF (TOTAL FOR SITE), SEE

D1

CS501

CONNECT FENCE TO

FENCE BY OTHERS

CONNECT FENCE TO

EXISTING FENCE

CONNECT FENCE TO

EXISTING FENCE

6' HIGH BLACK VINYL CHAIN LINK FENCE

AROUND EXPOSED WETLANDS

6' HIGH BLACK VINYL CHAIN LINK FENCE

AROUND EXPOSED WETLANDS

PROPERTY LINE, TYP

PROPOSED 4' HIGH BLACK VINYL CHAIN LINK FENCE

(225 +/- TOTAL FOR SITE)

6' HIGH BLACK VINYL CHAIN LINK FENCE, TYP

(2,760 +/- LF TOTAL FOR SITE), SEE

D4

CS501

SINGLE 4' PEDESTRIAN SWING

GATE WITH PANIC BAR, SEE NOTE 3

SINGLE 4' PEDESTRIAN SWING

GATE WITH PANIC BAR, SEE NOTE 3

DOUBLE 15' MANUAL SWING GATE, SEE NOTE 2 &

CONNECT FENCE TO

EXISTING FENCE

A3

CS501

A1

CS501

FENCE BY OTHERS, TYP

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

S

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

4/

:4

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

50' 0' 50' 100

SCALE: 1''=50'

INDEX: OF

CS101

S

IT

E P

LA

N

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

E

R E

S

C O

A S

TA

L

M O

N

TE

S S

O R

I S

IT

E

IM

P R

O V

E M

E N

TS

C

Y N

TH

IA

S

TR

E E

T S

A V

A N

N A

H , G

E O

R G

IA

N

NOTES

1. SECURITY BRANDS, 18-001 42 INCH PAD

MOUNT GOOSENECK PEDESTAL FOR CARD

READERS & ACCESS CONTROL KEYPAD.

2. MANUAL SWING GATE WITH DROP BAR(S) AND

SARGENT SIGNATURE SERIES PADLOCK.

LOCK TO BE KEYED TO THE SCHOOL MASTER

KEY AND COORDINATED WITH SCCPSS.

3. PEDESTRIAN GATE WITH PANIC BARS AND

SARGENT SIGNATURE SERIES CYLINDERS.

CYLINDERS TO BE KEYED TO THE SCHOOL

MASTER KEY AND COORDINATED WITH

SCCPSS.

WM

UNG UNG UNG UNG UNG UNG UNG UNG

W W W W W W W W W W W W W WW W W W W W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

XXXXXXXXXXXXXXXXXXXXXX

X X X X X X X X

SHADOW LOOP, SEE NOTE 3

DOUBLE 13' AUTOMATED SWING GATE

4" BOLLARD, SEE

ACCESS CONTROL KEYPAD, SEE NOTE 1

6' HIGH DECORATIVE ALUMINUM

FENCE, ALUMI-GUARD, ASCOT 3

INDUSTRIAL GRADE, TYP, SEE D1

CS501

6' HIGH BLACK VINYL CHAIN

LINK FENCE, SEE

SINGLE 6' PEDESTRIAN SWING GATE

WITH PANIC BARS, SEE NOTE 5 & A5

CS502

DETECTOR LOOP, SEE NOTE 2

SHADOW LOOP, SEE NOTE 3

25' CANTILEVER SLIDING GATE

WITH 12.5' TAIL, SEE

PAVEMENT MARKING, TYP, SEE NOTE

CONNECT FENCE TO BUILDING

D1

CS503

A3

CS501

D4

CS503

D4

CS501

PROPERTY LINE, TYP

D5

CS503

STOP BAR, SEE C1

CS503

DOUBLE 15' MANUAL SWING GATE, SEE NOTE 4 &

KNOX BOX

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

-4

; P lo tte d:

9/

/2

:4

A M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

4/

:5

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

10' 0' 10' 20'

SCALE: 1''=10'

INDEX: OF

CS401

E N

LA

R

G E

D P

LA

N

V

IE

W

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

E

R E

S

C O

A S

TA

L

M O

N

TE

S S

O R

I S

IT

E

IM

P R

O V

E M

E N

TS

C

Y N

TH

IA

S

TR

E E

T S

A V

A N

N A

H , G

E O

R G

IA

N

NOTES

1. SECURITY BRANDS, 18-003 DUAL HEIGHT

GOOSENECK PEDESTAL WITH CARD READER &

ACCESS CONTROL KEYPADS.

2. APPROXIMATE LOCATION OF DETECTOR LOOP

TO ACTIVATE THE GATE TO OPEN.

3. APPROXIMATE LOCATION OF SHADOW LOOP TO

PREVENT THE GATE CLOSING ON A VEHICLE.

4. MANUAL SWING GATE WITH DROP BARS AND

SARGENT SIGNATURE SERIES PADLOCK. LOCK

TO BE KEYED TO THE SCHOOL MASTER KEY AND

COORDINATED WITH SCCPSS.

5. PEDESTRIAN GATE WITH PANIC BARS AND

SARGENT SIGNATURE SERIES CYLINDERS.

CYLINDERS TO BE KEYED TO THE SCHOOL

MASTER KEY AND COORDINATED WITH SCCPSS.

INTERMEDIATE

LINE POST, TYP

3" O.D., SEE NOTE 1

1'-0"

6"

TYP

3' -0

M

IN

2"

MAX

TRUSS ROD

TENSION BAR

1 5/8" O.D. BOTTOM RAIL

1 5/8" O.D. BRACE RAIL

1' -6

M

IN

TY

P SEE NOTE 1

GATE POST

3000 PSI CONC

FOOTING, TYP

2" MAX

BOTTOM OF

FENCE FABRIC

CORNER POST, 3" O.D.

6' -0

CHAIN LINK FABRIC

VINYL COATED (BLACK)

6' -0

1.50" x 1.50" CHANNEL

0.70" TOPWALL

.100" SIDEWALL

1"

6.375"

1" x 1" PICKET, TYP

2.5" x 2.5" x .125"

POST, TYP

69"

73"

GRADE

6'-0 1/16"

6" TY

P

3' -0

" M

IN

1'-0" TYP

3000 PSI CONC

FOOTING, TYP

1.50" x 1.50" CHANNEL

0.70" TOPWALL

.100" SIDEWALL

DROP ROD

6' -0

1"

6 3/8"

1" x 1" PICKET, TYP

4" x 4" POST, TYP

69" 73"

3/4" GAP

15'-0" GATE OPENING

GRADE2.5" x 2.5" x .125"

WELDED U-FRAME

3' -0

" M

IN

1'-0" TYP

6" TY

P

3000 PSI CONC

FOOTING, TYP

1.50" x 1.50" CHANNEL

0.70" TOPWALL

.100" SIDEWALL

DROP RODS

6' -0

3/4" GAP

30'-0" GATE OPENING

GRADE2.5" x 2.5" x .125"

WELDED U-FRAME

3' -0

" M

IN

1'-0" TYP

6" TY

P

3000 PSI CONC

FOOTING, TYP

1"

6 3/8"

1" x 1" PICKET, TYP

4" x 4" POST, TYP

69" 73"

1/2" GAP

INDEX: OF

CS501

FE

N

C E

D

ET

A

IL

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

S

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

4/

:5

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

NOTES

1. PIPE SECTIONS SHOWN ARE ASTM F1083 FOR STANDARD WEIGHT (SCHEDULE 40) PIPE.

2. WHEREVER POSSIBLE, AVOID LOCATING POSTS OVER UTILITY LINES BY ADJUSTING POST SPACING.

3. ALL EXPOSED METAL SHALL BE HOT DIPPED GALVANIZED.

4. GROUND FENCE AS RECOMMENDED BY MANUFACTURER.

5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LARGER SWING GATES, WITH WHEEL SUPPORTS FOR APPROVAL.

A1

CS101

SINGLE 15' MANUAL SWING GATE

SCALE: 1/2" = 1'-0"

D4

CS101

6' CHAIN LINK FENCE

SCALE: 1/2" = 1'-0"

NOTES

1. 72.08" PANEL ASCOT

2. 3 CH 72" INDUSTRIAL WITH DROP RODS

3. 4" POSTS

D1

CS101

6' DECORATIVE FENCE

SCALE: 3/4" = 1'-0"

NOTES

1. 3 CH 72" INDUSTRIAL WITH DROP RODS

2. 4" POSTS

A3

CS101

DOUBLE 15' MANUAL SWING GATE

SCALE: 1/2" = 1'-0"

3' -0

" M

IN

1'-0" TYP

3000 PSI CONC

FOOTING, TYP

GRADE

6" TY

P

VARIES, SEE PLANS

3/4" GAP

1" x 1" PICKET

1"

6 3/8"

1.50" x 1.50" CHANNEL, 0.70" TOPWALL, .100" SIDEWALL

80 1/2" 82"

46"

36 1/2"

MESH TRIM INSIDE

(WELDS INSIDE)

MESH ON INSIDE

EXP. MESH 1/2

#.081 F WELDED

2" x 8" x 1/8" WELDED TUBE

(PANIC TUBE)

2' -4

" M E

S H

8" 2'

-9 " M

E S

H

3' -2

6' -1

0"

LENGTH VARIES BETWEEN POSTS, SEE PLANS

HEADER TUBE REMOVED FOR CLARITY

1/2" GAP3/4" GAP

DOUBLE HEADER

TUBE, SEE DETAIL "B"

OPENING GATE

VARIES, SEE PLANS

4" x 4" x 1/8"

POST, TYP

4"

POST CAPS

D1

CS503

3' -0

" M

IN

1'-0" TYP

3' -0

" M

IN

1'-0" TYP

3000 PSI CONC

FOOTING, TYP

GRADE

6" TY

P

6' -1

0" 1"

5"3/4" GAP

LENGTH VARIES, SEE PLANS

80 1/2" 82"

46"

36 1/2"

2" x 2" x 1/8"

WELDED U-FRAME

MESH TRIM INSIDE

(WELDS INSIDE)

MESH ON INSIDE

EXP. MESH 1/2

#.081 F WELDED

2" x 8" x 1/8" WELDED TUBE

(PANIC TUBE)

1" x 1" PICKET

2' -4

" M E

S H

8" 2'

-9 " M

E S

H

3' -2

6' -1

0"

6" TY

P

3' -0

" M

IN

1'-0" TYP

3000 PSI CONC

FOOTING, TYP

1"

6 3/8"

1.50" x 1.50" CHANNEL

0.70" TOPWALL

.100" SIDEWALL

HEADER TUBE REMOVED FOR CLARITY

VARIES, SEE PLANS

3/4" GAP

POST CAPS

1"

6' -1

0"

DOUBLE HEADER

TUBE, SEE DETAIL "A"

4" x 4" x 1/8"

POST, TYP

D1

CS503

3' -0

" M

IN

1'-0" TYP

6" TY

P

3000 PSI CONC

FOOTING, TYP

GRADE

INDEX: OF

CS502

FE

N

C E

D

ET

A

IL

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

S

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 5 /1

2/

:1

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

D1

CS501

SINGLE GATE ASCOT

SCALE: 3/4" = 1'-0"

A1

CS101

DOUBLE 6' SWING GATES WITH PANIC BARS

SCALE: 3/4" = 1'-0"

D4

CS502

6' GATE ASCOT

SCALE: 3/4" = 1'-0"

NOTES

1. 5 CH INDUSTRIAL WITH MESH

2. 2" x 8" WELDED TUBE (PANIC)

3. GATE SHALL BE KEYABLE

NOTES

1. 144" DOUBLE GATE ASCOT

2. 5 CH 72" INDUSTRIAL WITH MESH

3. 2" x 8" WELDED TUBE (PANIC)

4. GAPS FOR 4" CENTER POSTS

5. GATE SHALL BE KEYABLE

NOTES

1. HEADER TUBE

2. TOP PLATE (4)

3. CENTER PLATE (2)

4. 4" POSTS

5. 4" CENTER POST

6. GATE SHALL BE KEYABLE

NOTES

1. 5 CH INDUSTRIAL WITH MESH

2. 2" x 8" WELDED TUBE (PANIC)

3. GATE SHALL BE KEYABLE

A5

CS502

SINGLE GATE WITH PANIC BARS

SCALE: 3/4" = 1'-0"

8'-4"

4", BOTH SIDES

WELDED

DETAIL "C", END

PLATE WELDED

4" x 4" x 1/8" x 100" TUBE

DETAIL "D", CENTER

PLATE WELDED

DETAIL "A" (DBL) 100" TOP HEADER TUBE

12'-0"

4", BOTH SIDES

WELDED

DETAIL "C", END

PLATE WELDED

4" x 4" x 1/8" x 144" TUBE

DETAIL "D", CENTER

PLATE WELDED

DETAIL "B" (DBL) 144" TOP HEADER TUBE

6"

4"

1/ 4"

2" 3/4"

1/4" DIA, TYP

1/

2"

3/ 4"

DETAIL "C" END PLATE

7 3/4"

4"

2"

1/4" DIA, TYP

1/

2"

3/ 4"

3/4"

1/ 4"

DETAIL "D" CENTER PLATE

R

O A

LA

E

PLAN COORDINATE

1'-0"

3' -3

9'-6"

WHITE (PAINTED)

A

A 2.5" x 3" x .125" WELDED

HORIZONTAL TUBE

GATE SECTION - 25'-0"

1" x 1" PICKET

QUANTITY: 14 PER SECTION

TOTAL: 70

1.5" x 1.5" CHANNEL

.07" TOPWALL

.10" SIDEWALL

DOUBLE CANTILEVER TRACK

(TROLLEY BOTH SIDES)

12'-6"

GRADE

2.5" x 3" WELDED BOTTOM ROLLER GUIDE CHANNEL 2.5" x 2.5" x .125" WELDED UPRIGHTS

6' -0

3' -6

" M

IN

1'-6" TYP

3000 PSI CONC

FOOTING, TYP

6"

4' -0

" T Y

P

" M

IN

" M

IN

15"

MIN

4" DIA STEEL PIPE FILLED

WITH CONCRETE

SLOPE TO DRAIN

CONCRETE FOOTER

SEE PLAN

STOP BAR

2'

VARIES, SEE SITE PLAN

EDGE TRAVEL WAY

WHITE THERMOPLASTIC TRAFFIC PAINT

INDEX: OF

CS503

FE

N

C E

S

IT

E

D

ET

A

IL

S

/0

3/

C

R Z

R

JM

C R

Z

TG

S

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5- C

S

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 1 2/

/2

1:

P M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

D1

CS501

HEADER TUBE, END PLATE & CENTER PLATE DETAILS

SCALE: NTS

CS502

D4

CS401

BOLLARD

SCALE: NTS

D5

CS401

PAVEMENT MARKING

SCALE: NTS

A1

CS401

6' CANTILEVER GATE

SCALE: 1/2" = 1'

SECTION A-A

SCALE: NTS

1. BOLLARDS SHALL BE PLACED NO MORE

THAN 4' ON CENTER.

2. BOLLARDS SHALL BE LOCATED NOT LESS

THAN 3' FROM THE PROTECTED OBJECT.

C1

CS401

STOP BAR

SCALE: NTS

E-001

EL

EC

TR

IC

A L

N O

TE

S

A N

D

LE

G

EN

D

/0

3/

H

S

H S

D A

W

D A

W

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

1. ELECTRICAL DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO ARCHITECTURAL,

STRUCTURAL, AND CIVIL DRAWINGS FOR GUIDANCE ON DIMENSIONS, DETAILS, AND

LOCATIONS OF DUCTS AND PIPES. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING

WITH PIPES, STRUCTURAL STEEL, OR OTHER SYSTEMS.

2. PROVIDE SUPPORTS FOR SWITCHES, CONTROL PANELS, RACEWAYS AND OTHER ELECTRICAL

EQUIPMENT.

3. SYMBOLS IN THE LEGENDS ARE APPLICABLE GENERALLY. FOR EXACT REQUIREMENTS REFER

TO THE SCHEDULES, LAYOUTS, DETAILS, AND TO THE SPECIFICATIONS, SINCE THE

APPEARANCE OF A PARTICULAR SYMBOL IN THE LEGEND DOES NOT NECESSARILY IMPLY

THAT THE ITEM IS INCLUDED IN THE CONTRACT.

4. WHERE CONDUIT AND WIRING HAS NOT BEEN SHOWN ON THE DRAWINGS, THE

ARRANGEMENT AND ROUTING OF LIGHTING AND RECEPTACLE BRANCH CIRCUITS WILL BE AT

THE CONTRACTOR'S DISCRETION IN ACCORDANCE WITH GENERALLY ACCEPTED GOOD

PRACTICE AND N.E.C. REQUIREMENTS.

5. MINIMUM BURIAL DEPTH FOR CONDUIT IS 36" BELOW FINISHED GRADE TO TOP OF CONDUIT, UNLESS INDICATED OTHERWISE. CIVIL DRAWINGS OVERRULE THE ELECTRICAL DRAWINGS ON

THE TOPIC OF CONDUIT BURIAL DEPTHS.

6. EVERY CONDUIT ENTERING AN UNHEATED ENCLOSURE FROM BELOW GRADE SHALL BE

SEALED WITH 3M MODEL 08578 STRIP CALK TO PREVENT MOISTURE ENTERING THE

ENCLOSURE FROM BELOW GRADE. EVERY SPARE CONDUIT ENTERING, AN UNHEATED

ENCLOSURE FROM BELOW GRADE, SHALL BE SEALED WITH A THREADED PVC CAP, WITH A

HOLE DRILLED FOR THE TRACER WIRE, SEALED W/ SILICONE CAULK.

7. ALL WORK TO CONFORM WITH 2020 EDITION OF NATIONAL ELECTRICAL CODE (N.E.C.) AND

STATE AND LOCAL CODES. INSTALLATION SHALL BE IN ACCORDANCE WITH NATIONAL

ELECTRICAL CONTRACTORS ASSOCIATION (N.E.C.A.) STANDARDS.

8. SEAL WITH CONCRETE ALL PENETRATIONS OF BELOW-GRADE PULL BOXES AND VAULTS

AFTER CONDUITS ARE INSTALLED.

9. THE TERM "CONDUIT" AS USED ON THIS PROJECT DOES NOT IMPLY A QUANTITY OF ONE

SINGLE CONDUIT - IT COULD ALSO MEAN MORE THAN ONE CONDUIT. SEE PLANS FOR

CONDUIT QUANTITIES.

10. ALL POWER AND COMMUNICATION CIRCUITS TO BE RUN IN INDIVIDUAL CONDUITS UNLESS

SPECIFIED OTHERWISE ON DRAWINGS.

11. PROVIDE GROUNDING AS SHOWN ON PLANS AND ALL ELECTRICAL PANELS AND EQUIPMENT,

BUILDINGS, STRUCTURES, AND FOUNDATIONS (OPPOSITE CORNERS), EQUIPMENT PADS AND

RACKS, RTG RAILS, ALL HIGH MAST LIGHTING AND ANTENNAS, AND CHAIN LINK FENCE (NOT

TO EXCEED 200' BETWEEN GROUND RODS). PROVIDE GROUND RODS (3/4"x10'-0") AND MINIMUM

#4/0 BARE COPPER WIRE (UON), USE EXOTHERMIC WELDED FOR ALL GROUNDING

CONNECTIONS.

12. "PROVIDE" IS DEFINED TO MEAN THAT THE CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, TEST AND INTEGRATE INTO A COMPLETE SYSTEM THE ITEM INDICATED. INCLUDING ALL

HARDWARE, WIRING, AND MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND

OPERATIONAL SYSTEM.

13. UNLESS SPECIFICALLY NOTED TO BE EXISTING, ALL WORK AND MATERIAL SHOWN ARE NEW

AND SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH ALL

LABOR, MATERIAL, EQUIPMENT, APPURTENANCES, SERVICES AND SUPERVISION FOR A

COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS. ALL MATERIAL AND

EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT, AND ECONOMICAL SYSTEM

OR SYSTEMS. ALL APPARATUS, PARTS, MATERIAL, AND ACCESSORIES WHICH ARE

NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE PROVIDED AND SHALL INCLUDE OTHER

EQUIPMENT SELECTIONS TO MEET THE PARAMETERS INDICATED. MANUFACTURER'S

INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED UNLESS SUPERSEDED HERE

IN. ALL ITEMS SHOWN ARE NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS

SPECIFICALLY INDICATED OTHERWISE. ALL ACCOMPLISHED RESULTS SHALL BE PROVIDED AT

NO ADDITIONAL COST OR TIME TO THE OWNER AND NO ADDITIONAL COST TO THE CONTRACT

AMOUNT INCLUDING ALL HARDWARE WIRING, AND MISCELLANEOUS ITEMS AS NECESSARY

FOR A COMPLETE AND OPERATIONAL SYSTEM.

14. THE CONTRACTOR SHALL CLOSELY STUDY THE CONSTRUCTION SEQUENCE AND NOTES AS

OUTLINED. SLIGHT DEVIATIONS FROM WORK SPACES MAY BE NECESSARY TO FULLY

COMPLETE A CONSTRUCTION AREA AS OUTLINED ON THAT SHEET. THE DEVIATIONS SHALL BE

HELD TO A MINIMUM AND SHALL BE FULLY COORDINATED WITH THE OWNER AND OWNER'S

REP. ALL SUCH DEVIATIONS SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER.

15. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. DURING THE VISIT AND/OR DURING CONSTRUCTION, IF ANY CONFLICTS ARISE IN

BETWEEN EXISTING CONDITIONS AND NEW WORK, IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO PROVIDE SKETCHES TO THE OWNER'S REP ON THE CORRECTIVE

MEASURES OF THE CONFLICT PRIOR TO THE WORK BEING PERFORMED. THE OWNER'S REP

SHALL PROVIDE RECOMMENDATIONS BACK TO THE CONTRACTOR. IT IS THE RESPONSIBILITY

OF THE CONTRACTOR TO EXECUTE THE SKETCHES WITH RECOMMENDATIONS, TO INCLUDE

LABOR AND MATERIALS.

16. CONDUIT ROUTINGS SHALL NOT INTERFERE WITH NEW OR EXISTING EQUIPMENT, PIPING,

CONDUIT OR WORK AND SHALL NOT OBSTRUCT ACCESS TO ANY EQUIPMENT.

17. A SEPARATE EQUIPMENT GROUND CONDUCTOR SHALL BE INSTALLED WITH CIRCUITS. THE

EQUIPMENT GROUND CONDUCTOR SHALL BE CONNECTED TO ALL DEVICES AND EQUIPMENT

SUCH THAT REMOVAL OF ANY DEVICE OR EQUIPMENT CANNOT INTERRUPT THE CONTINUITY

OF THE EQUIPMENT GROUNDING CONDUCTOR TO AND FROM OTHER DEVICES OR EQUIPMENT.

18. THE CONTRACTOR SHALL VERIFY LOCATION, SIZE, AND LOAD OF ALL EQUIPMENT BEING

FURNISHED BEFORE ROUGHING IN OF ANY CONDUIT. WHERE LOCATIONS OF EQUIPMENT ARE

INSTALLED OTHER THAN INDICATED OR EQUIPMENT OF HIGHER OR LOWER LOADS IS

INSTALLED, THE SIZE OF STARTERS, CIRCUITRY, CONDUIT, PROTECTIVE DEVICES, AND

ACCESSORIES SHALL BE ADJUSTED ACCORDINGLY AT NO ADDITIONAL COST TO THE OWNER.

19. WIRE AND CONDUIT FOR EQUIPMENT AND MOTOR LOADS SHALL BE CONTINUOUS IN SIZE AND

COUNT FROM THE SOURCE TO THE FINAL CONNECTION. SIZE AND COUNT SHALL BE AS

INDICATED ON THE CIRCUIT HOMERUN, UNLESS OTHERWISE NOTED.

20. THE CONTRACTOR SHALL PROVIDE ALL POWER WIRING, CONDUIT, AND ASSOCIATED

APPURTENANCE FOR EQUIPMENT PROVIDED BY OTHERS AND OTHER CONTRACTORS, UNLESS

OTHERWISE NOTED.

21. THE CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AS A WHOLE. THE

CONTRACTOR SHALL PROVIDE STARTERS, CIRCUITRY, PROTECTIVE DEVICES, AND

ASSOCIATED APPURTENANCES FOR ALL EQUIPMENT REQUIRING POWER THAT IS NOT

INDICATED ON THE ELECTRICAL DRAWINGS BUT INDICATED IN THE CONTRACT DOCUMENTS.

THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

22. PROVIDE HACR TYPE CIRCUIT BREAKERS FOR MECHANICAL TYPE EQUIPMENT.

23. PROVIDE DIRECTORIES IN PANELBOARDS COMPLETE WITH LOAD TYPE, AND LOCATIONS.

24. WHEREVER A NEW TO EXISTING CONNECTION IS REQUIRED, PROVIDE EXTENSION RINGS,

SPLICES, WIRE, CONDUIT FITTINGS, AND ASSOCIATED APPURTENANCES. PERFORM ALL

CUTTING AND PATCHING AS REQUIRED TO MAKE THE CONNECTIONS.

25. PROVIDE A #12 (MIN.) COPPER TRACER WIRE WITH INSULATION THAT IS NOT WHITE, GRAY, OR

GREEN IN COLOR IN ALL NEW SPARE CONDUITS. THE TRACER WIRE MAY ALSO SERVE AS THE

PULL CORD IN ADDITION TO THE FOIL BACKED WARNING TAPE. EVERY SPARE CONDUIT SHALL

BE LABELED ON EACH END WITH DESTINATION.

26. PAINT ALL SURFACE MOUNTED CONDUITS TO MATCH ADJACENT SURFACES, UNLESS

OTHERWISE NOTED.

27. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING GEORGIA POWER

COMPANY AND OWNER UNDERGROUND CONDUCTORS AND ALL OTHER UTILITIES PRIOR TO

DIGGING.

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

#10 AWG AND CONTROL, INSTRUMENTATION, AND COMMUNICATIONS CONDUCTORS SHALL BE

STRANDED.

29. NOT ALL PLAN SHEETS REQUIRE ELECTRICAL WORK. THUS ELECTRICAL PLAN SHEETS MAY

NOT BE SEQUENTIAL. REFER TO DRAWING INDEX FOR ELECTRICAL SHEET NUMBERS.

UE UE PROPOSED UNDERGROUND ELECTRICAL CONDUIT, DIRECT-BURIED, SEE DETAIL C4 - E501

UE UE EXISTING UNDERGROUND ELECTRICAL CONDUIT, DIRECT-BURIED

DDC DDC PROPOSED DIRECTIONAL DRILLED CONDUIT, SEE SPECIFICATION 330523

DDC DDC EXISTING DIRECTIONAL DRILLED CONDUIT

OE OE EXISTING OVERHEAD ELECTRIC

EC EC ELECTRICAL CONDUIT (ABOVE GROUND OR SUSPENDED OVER WATER)

FIRE MAINFF

WATER MAINWW

BARE COPPER GROUNDING CONDUCTORGR GR

OE OE PROPOSED OVERHEAD ELECTRIC

CIVIL LIMITS OF CONSTRUCTION / LIMITS OF UTILITY CORRIDOR

FENCE

X

STORM DRAINSDSD

NOTE : NOT ALL ABBREVIATIONS AND SYMBOLS MAY BE USED ON PLANS.

LINETYPESGENERAL NOTES

CABLE CALLOUT CONVENTION DEFINITION

(6) 2" CONDUITS [P026/P027, P028, (4) SPARES]

CABLE P028 IN A CONDUIT. FOUR SPARE CONDUITS

DUCTBANK COMPRISED OF

SIX TWO-INCH CONDUITS.

CABLES P026 AND P027 IN A SHARED CONDUIT.

A

AF

AFF

AC

A/C

AFG

ATS

AUX

BFG

BLDG.

BRKR

C

CB

CBP

CKT

C/L

COMMS

CPT

CT

CU

D

DC

DIST

ECB

EQUIP

EV

EXIST, EXST

FACP

FDS

FIP

GABC

GEC

GEN

GFI, GFCI

G, (G), GND, GR

G.P.C., GPC

H

HACR

HML

IAW

JB,JBOX

KAIC

KCIVIL

KV

KVA

KW

LCP

LP

M

MAX

MCB

MH

MID

MIN

MLO

AMP/AMPERE

AMPERE FRAME

ABOVE FINISHED FLOOR

ALTERNATING CURRENT

AMPS INTERRUPTING CAPACITY

ABOVE FINISHED GRADE

AUTOMATIC TRANSFER SWITCH

AUXILIARY

BELOW FINISHED GRADE

BUILDING

BREAKER

CONDUIT

CIRCUIT BREAKER

US CUSTOMS AND BORDER PATROL

CIRCUIT

CENTER LINE

COMMUNICATIONS

CURRENT POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

COPPER

DEPTH

DIRECT CURRENT

DISTRIBUTION

ENCLOSED CIRCUIT BREAKER

EQUIPMENT

ELECTRICAL (LOW VOLTAGE) VAULT

EXISTING

FIRE ALARM CONTROL PANEL

FUSED DISCONNECT SWITCH

(AMP RATING/FUSE SIZE/# OF POLES/NEMA RATING)

FIBER INSPECTION PROBE (POLE COMMUNICATIONS)

GRADED AGGREGATE BASE COURSE

GROUNDING ELECTRODE CONDUCTOR

GENERATOR

GROUND FAULT CURRENT INTERRUPTER

GROUND

GEORGIA POWER COMPANY

HEIGHT

HIGH MAST LIGHT(S)

IN ACCORDANCE WITH

JUNCTION BOX

THOUSAND AMPERE INTERRUPTING CAPACITY

THOUSAND CIRCULAR MILLS

KILOVOLT

KILOVOLT AMPERE

KILOWATT

LIGHTING CONTROL PANEL

(STREET LEVEL) LIGHT POLE

METER

MAXIMUM

MAIN CIRCUIT BREAKER

MANHOLE

MIDDLE

MINIMUM

MAIN LUG ONLY

ABBREVIATIONS

MPZ

MT

MTG

HT

MV

MINI POWER ZONE

MOUNT

MOUNTING

HEIGHT

MEDIUM VOLTAGE

(SEE G-003 FOR GENERAL ABBREVIATIONS)

HEATING, AIR CONDITIONING, AND REFRIGERATOR

COMMUNICATIONS VAULTCV NC

NEC

NECA

NEMA

NFDS

NIC

NO

NTS

OC

OCR

P

POE

POTS

PT

PVC

PWR

REC

REP

REQ'D

RGS

SCH

SE

SER

SJBC

SPD

SPWR

SS

SWGR

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NON-FUSED DISCONNECT SWITCH (AMP RATING/NEMA

RATING/# OF POLES)

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

ON CENTER

OPTICAL CHARACTER RECONITION

POLE

POWER OVER ETHERNET

PLAIN OLD TELEPHONE SERVICE

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE

POWER

RECEPTACLE

REPRESENTATIVE

REQUIRED

RIGID GALVANIZED STEEL

SCHEDULE

SERVICE ENTRANCE

SERVICE ENTRANCE RATED (UL LISTED)

SILT JET CONTROL BOX

SERVICE PROTECTION DEVICE

(480V) SHORE POWER

STAINLESS STEEL

SWITCHGEAR

LEGEND

ELECTRICAL QUAZITE BOX

COMMUNICATIONS QUAZITE BOX

CAP (END OF CONDUIT) BELOW GRADE

E

C

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5E -0

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 3 /3

/2

8:

A

M b y

H S

H

IT

TU

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

GWA

IPFIPF

MB

D

WM

WM

WM

U N

G U

N G

U N

G U

N G

U N

G U

N G

U N

G U

N G

U N

G

UNG UNG

UE

U E

U E

W W W WW W

U C

U C

MAYWOOD AVE.

OE

O E

O E

O E

O E

O E

O E

O E

OE

OE

O E

O E

U C

U C

OE OE

O E

O E O

E

UE

UE

UE

UE

UE

U E

U E

UE

UE

UE

U C

U C

OE

U C

U

CO

E O E

UE

UE

UE

UE

UE

U E

U E

UE

UE

UE

U C

U C

OE OE OE OE OE OE

GWA

W

OE OE OEOE

OE

OE

OE

OE

OE

OE

OE

O E

O E

O E

O E

O E

U E

UE

U E

U C

UC

U C

O E

O E

O E

UE

UE

C Y

N

TH

IA

S

TR

E

E T

' R

/W C

Y N

TH

IA

S

TR

E E

T

' R /W

SS

SS

SS

SD

SD

SD

SD

SD

SD

SSSSSSSSSSSSSSSSSSSSSS

S S

S S

S S

S S

N74°35'36"W872.91'

S74°35'36"E 1132.90' S74°35'36"E 1132.90'

N74°35'36"W872.91'

S

°2 4'

"W

0.

S

°2 4'

"W

0.

BEL AIRE SUBDIVISION PHASE 3

UE

UE

UE

UE

UE

UE

UGT UGP

EXISTING

BUILDING

XXXXXXXXXXXXXXXXXXX

XXX

X X X X X X X X X X X X X X X

XX

X X

X

X

X

X X X

X

X

X

X

X

XX

XXXXXXXX

X

X

X

X

X

X

X

XXX

X

X X X X X X X X X

X

X

X

X

X

X

X X X X X X X X

U E

A3 E-401

(2) 1"C [COMMS]

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5E -1

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

4/

0:

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

40' 0' 40' 80'

SCALE: 1''=40'

INDEX: OF

E-101

E

LE

C

TR

IC

A

L

LA

Y O

U T

P

LA

N

/0

3/

H

S

H S

D A

W

D A

W

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

E

R E

S

C O

A S

TA

L

M O

N

TE

S S

O R

I S

IT

E

IM

P R

O V

E M

E N

TS

C

Y N

TH

IA

S

TR

E E

T S

A V

A N

N A

H , G

E O

R G

IA

ENLARGED GATE AREA, SEE

(2) 1"C [COMMS]

KEYNOTES

1. PROVIDE A 2'X2'X12" QUAZITE BOX AND RUN (1) 1'

CONDUIT UP EXTERIOR WALL. PENETRATE BUILDING

AT HEIGHT OF OVERHEAD CEILING SPACE AND RUN

CONDUIT INTO IDF-2 IN ROOM IN 1316.1.

2. PROVIDE A 2'X2'X12" NEMA QUAZITE BOX AND RUN (1)

1' CONDUIT UP EXTERIOR WALL. PENETRATE

BUILDING AT HEIGHT OF OVERHEAD CEILING SPACE

AND RUN CONDUIT INTO IDF-4.

UNG UNG UNG UNG UNG UNG UNG UNG

W W W W W W W W W W W W W WW W W W W W

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

XXXXXXXXXXXXXXXXXXXX

X X X X X X X

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UESHADOW LOOP

DOUBLE 13' AUTOMATED SWING GATE

DETECTOR LOOP

SHADOW LOOP

25' CANTILEVER EXIT GATE

(3) 1"C [ P005, (2) COMMS]

(1) 1"C [COMMS]

(2) 1"C [P003, (1) COMMS]

(2) 1"C [ P004, (1) COMMS]

(5) 1"C [ P004, P005, (3) COMMS]

(3) 2"C [ P001, (1) COMMS, (1) SPARE]

SWING GATE CONTROLLER 3

SWING GATE CONTROLLER 2

CANTILEVER GATE CONTROLLER 1

PANEL- GA

(1) 1"C [COMMS]

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5E -4

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 6 /2

4/

0:

A M b y

R M

C C

O N

N E

LL

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

O M

10' 0' 10' 20'

SCALE: 1''=10'

INDEX: OF

E-401

E N

LA

R

G E

D V

IE

W

/0

3/

H

S

H S

D A

W

D A

W

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

E

R E

S

C O

A S

TA

L

M O

N

TE

S S

O R

I S

IT

E

IM

P R

O V

E M

E N

TS

C

Y N

TH

IA

S

TR

E E

T S

A V

A N

N A

H , G

E O

R G

IA

KEYNOTES

1. PROVIDE A 2'X2'X12" QUAZITE BOX AND RUN POWER

AND COMMUNICATION CABLES INTO SEPARATE

EXISTING CONDUIT TOWARD PANEL L12 IN

MECHANICAL ROOM AND IDF-2 IN ROOM 1316.1.

RESPECTIVELY. SEE DETAIL C1,C4 IN SHEET E-901.

A3 E-401

ENLARGED GATE AREA

NEW SURFACE MATERIAL TO

MATCH EXIST SURFACE

EXISTING

SURFACE

MIRAFI 500X OR EQUAL

FABRIC WRAPPED AROUND

GRAVEL AND 12" UP SIDES OF

HANDHOLE/ PULL BOX

MINIMUM OF 6" COMPACTED

DEPTH OF 5/8" WASHED ROCK

OPEN BOTTOM UON

UNDISTURBED

SOIL

PROVIDE

STAMPED

LABEL

"ELECTRICAL"

OR

"COMMUNICATION"

NOTES

1. EXCEPT WHERE INDICATED OTHERWISE, HANDHOLES SHALL BE QUAZITE PG STYLE, 24" x 24" x 24"D, WITH ANSI TIER 22 LOAD

RATING.

2. COVER SHALL BE FURNISHED WITH RECESSED BOLTS, OPENING DEVICES AND SAFETY SUPPORT ARMS.

3. OVERLAP GEOTEXTILE FABRIC (MIRAFI 500 OR EQUAL) 1'-0" UNDER STRUCTURE.

4. ALL WIRING SPLICING SHALL BE WATERPROOF SPLICING AND CONDUITS SEALED.

5. PROVIDE CONDUIT TAGS WITH CABLE SCHEDULE NUMBER ON EACH CONDUIT AND WIRE ENTERING AND LEAVING PULL BOX.

SLOPE TO MATCH

EXIST GRADE

COMPACTED STRUCTURAL FILL TO

98% MODIFIED PROCTOR

SLIP RESISTANT COVER

4" 4"

2"

TYP TYPSEPARATION

TOP OF CONDUIT

DETECTABLE WARNING TAPE

BRADY CAT# 91601 OR EQUAL

(18" BELOW GRADE

BACKFILL TRENCH COMPACTED

STRUCTURAL FILL TO 98%

MODIFIED PROCTOR

12"

NOTES

1. REFER TO PLAN LAYOUTS AND CABLE SCHEDULE FOR CONDUIT/CIRCUIT TYPE, QUANTITY, AND DUCT BANK

STYLE.

2. 36" MINIMUM DEPTH, EXACT DEPTH TO BE COORDINATED WITH CIVIL, STRUCTURAL, AND EXISTING

CONDITIONS. DEPTH LESS THAN 36" MUST BE APPROVED BY ENGINEER.

3. REFER TO CABLE SCHEDULE, FOR CONDUIT GROUPING DETERMINATION. ALL VOLTAGE DESIGNATIONS 120V AND ABOVE SHALL BE GROUPED WITH ELECTRICAL CONDUITS. CIRCUITS CONNECTED AT LESS THAN 120V

WILL BE GROUPED WITH OTHER COMMUNICATIONS CONDUITS.

4. PROVIDE 36" MINIMUM COMPACTED BACKFILL COVER OF ALL DUCTBANKS AND UNDERGROUND CONDUIT.

5. CONDUITS PLACED IN TRENCH TO BE INSPECTED PRIOR TO BACKFILLING.

2"

REPLACE SURFACE IN THIS AREA, WHERE

NECESSARY

FINISHED GRADE

COMMUNICATIONS

CONDUITS AS NOTED ON

SITE PLANS

ELECTRICAL CONDUITS

AS NOTED ON SITE PLANS

VARIES VARIES

4" GABC

INDEX: OF

E-501

EL

EC

TR

IC

A L

D

ET

A

IL

S

/0

3/

H

S

H S

D A

W

D A

W

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

2"C AND BRANCH CIRCUIT CONDUCTORS TO

CONTROL XFMR PRIMARY

2"C AND FIBER OPTIC CABLE

FAN ASSEMBLY: SAGINAW MODEL SCE-FA44

(INCLUDES 120V, 20W FAN MOTOR)

1.18"W x 2.4"D VERTICAL CABLE

MANAGEMENT D-RING: PANDUIT

CMVDR1S, TYP

FIBER OPTIC PATCH PANEL

ENCLOSURE: CORNING MODEL

SPH-01P

24"x24"x12"D NEMA 4 ENCLOSURE:

SAGINAW MODEL SCE-24H2412LP

1.7"H x 19"W x 3.4"D D-RING CABLE

MANAGEMENT PANEL: PANDUIT

MODEL CMPHF1

6' ABOVE FINISHED GRADE

EXHAUST GRILLE AND FILTER

ASSEMBLY: SAGINAW MODEL

SCE-FGA44

21" x 21" BACK PANEL:

SAGINAW MODEL 24P24

SPD: DITEK MODEL DTK 120HW

3-POSITION TERMINAL BLOCK

COPPER GROUND TERMINAL STRIP

THERMOSTAT: SAGINAW MODEL

SCE-TENMO.

3-POSITION TERMINAL BLOCK

RESERVED FOR

OWNER-PROVIDED

EQUIPMENT (FUTURE)

NOTES

1. REFER TO ELECTRICAL PANEL SCHEDULES AND COMMUNICATIONS RISER DIAGRAM FOR ADDITIONAL INFORMATION.

2. PROVIDE BONDS TO COPPER GROUND TERMINAL STRIP IN ACCORDANCE WITH CABINET MANUFACTURER'S INSTRUCTIONS AND

THE NEC.

3. BOND CABINET TO ELECTRICAL RACK USING #6 AWG COPPER WIRE AND COMPRESSION CONNECTION TO BURNDY GSTUD-HY.

EXOTHERMICALLY WELD BURNDY GSTUD-HY TO POLE EXTERIOR.

4. PROVIDE FAN CONNECTION TO THERMOSTAT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. COORDINATE

THERMOSTAT TEMPERATURE SETTINGS WITH OWNER.

5. FIELD FABRICATE NEMA 5-20P PLUG FOR FAN MOTOR CONNECTION TO 120V RECEPTACLE OUTLET SHOWN ABOVE.

6. PROVIDE TRANSPARENT SAFETY COVERS FOR TERMINAL BLOCKS.

7. FOR CONTROL TRANSFORMER INDICATED, PROVIDE TERMINAL COVERS AND PRIMARY-SIDE CLASS CC TIME-DELAY FUSES WITH

RATINGS IN ACCORDANCE WITH NEC TABLE 430.3(B).

8. PROVIDE A RAIN HOOD FOR EACH OF THE TWO VENTILATION OPENINGS INDICATED. SAGINAW MODEL SCE-RH44.

9. TERMINATE INCOMING OSP FIBER WITHIN THE FIBER OPTIC PATCH PANEL ENCLOSURE INDICATED. PROVIDE AN ADAPTER

PLATE WITH SIX DUPLEX LC ADAPTERS.

10. PROVIDE LABEL ON FRONT "DO NOT OPEN UNDER WET CONDITIONS".

11. INSTALL SCCPSS PROVIDED IDENTIFICATION NUMBER ON TOP RIGHT OF DOOR.

C1 E-501

QUAZITE BOX DETAIL

SCALE: NTS

C4 E-501

DIRECT BURIED UNDERGROUND CONDUIT

SCALE: NTS

A2 E-501

COMMUNICATIONS CABINET

SCALE: NTS

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

S ub m itt ed b y:

D ra w in g

S ca le

P lo t s ca

FF

A

TT

N

IC

H O

L

M

N P ro je ct w in g co cr ip tio n

D at e A pp r.

M ar k

Sheet Reference No.

1:

(D S

H E

E T)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

SEAL

A

Fi le

: P :\S

V \2

5\

C A

D D

A ct iv e\ _B ut le r E le m en ta ry

S ch oo l\2

5E -5

; P lo tte d:

9/

/2

:4

A

M b y

M C

C O

N N

E

LL

, R Y

A N; S av ed

: 1 2/

/2

:2

P

M b y

H S

H

IT

TU

2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

E

A S

T B

R Y

A N

S T.

, S U

IT

E

S A

V A

N N

A H

, G A

2-

1-

M

O

FF

A

TT

N

IC

H O

L.

C

PROVIDE SCHEDULE 40 PVC CONDUITS

MIN 36" BELOW GRADE, UON

ELECTRICAL

PULL BOX/ HANDHOLE

ELECTRICAL ENCLOSURE, SECURE TO STRUCTURE,

SECURE CONDUIT TO RACK WITH STAINLESS STEEL

HARDWARE WITHIN 18" OF ENCLOSURE

TRANSITION TO GALVANIZED RGS CONDUITS PRIOR TO

CONDUIT ELBOW TO TURN UP, CONTINUE RGS CONDUIT

INTO ENCLOSURE WITH APPROVED FITTINGS

ELECTRICAL CONDUITS REFER TO

ELECTRICAL SITE PLANS FOR TYPE AND

QUANTITIES

CONCRETE SLAB ON

GRADE

EDGE OF EXISTING

FENCE/WALL

ELECTRICAL

RACK

INDEX: OF

E-502

EL

EC

TR

IC

A L

D

ET

A

IL

S

/0

3/

H

S

H S

D A

W

D A

W

IS

SU

ED

F

OR

B

ID

/1

1/

HM

H

H M

H

B U

TL

ER

E S

C

O A

ST

A

L M

O N

TE

SS

O R

I S

IT

E

IM

PR

O

VE

M

EN

TS

C

YN

TH

IA

S

TR

EE

T

SA

VA

N N

A H

, G

EO

R G

IA

TYP

3/16 3/16

10"

TYP

1 1/4"

TYP

3" 3"48" MAX

6' -6

" M A

X

NOTES

1. PROVIDE GROUND BUSHINGS ON ALL CONDUITS.

2. PROVIDE CONDUIT AND CONDUCTORS FOR ALL DEVICES SHOWN ON THIS

DETAIL. REFER TO SINGLE LINE AND PANEL SCHEDULE FOR ADDITIONAL

INFORMATION.

3. TRANSITION FROM PVC TO RGS CONDUIT UNDERGROUND PRIOR TO

CONDUIT ELBOW.

4. PROVIDE GFCI WEATHER RESISTANT DUPLEX RECEPTACLES WITH 20A

BREAKER AND WEATHERPROOF IN-USE BOX WITH SELF CLOSER. PROVIDE

2#10, #10 GND IN 3/4" RGS CONDUIT FROM PANEL 'GA'.

5. CONTRACTOR TO PROVIDE THE ARC FLASH CALCULATION LABEL WITH

DATE TO THE ENGINEER FOR REVIEW.

6. WIREWAY SHALL NOT EXTEND MORE THAN 6" IN DEPTH BEYOND THE

PANEL BOARD.

PANEL

ELECTRICAL RACK

ELECTRICAL

RACK

1/2" ALUMINUM

PLATE

1/2" RADIUS, TYP

1/2" STAINLESS STEEL CONCRETE

ANCHORS OR ANCHOR BOLTS WITH

LEVELING NUTS, (TYP OF 4 EACH BASE)

CONCRETE

EQUIPMENT PAD

NON-SHRINK GROUT

PROVIDE FELT SPACER OR

BITUMASTIC COATING BETWEEN

ALUMINUM AND CONCRETE

ALUMINUM CHANNEL(4x2.16 IN SEISMIC ZONES 0 AND 1, 6x3.00 IN SEISMIC ZONES 2 AND HIGHER) LENGTH PER

EQUIPMENT REQUIREMENTS

1/4" ALUMINUM PLATE, ROUND EDGES, SIZE

PER EQUIPMENT REQUIREMENTS

3/4" RADIUS, TYP

SECTION VIEW

PLAN VIEW COMMS CABINET

GATE

COMMS

CABINET

MANUALLY TWISTED

WIRE, SEE NOTE 3

#16 AWG STRANDED

COPPER WIRE.

SAWCUT CONCRETE, SEE

NOTES 2 AND 4.

(SEE NOTE 1)

(S E

E N

O

TE

1)

NOTES

1. COORDINATE EXACT LOCATION AND…