Attach_2-_Drawings.pdf

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L e t o u r n e a u

C i r c l e

L e t o u r n e a u

C i r c l e

F o x x

A v e n u e

Tully Street

S i m p s o n e n u e

Tully Street

R e d

H o r s e

R o a d

Tupelo Circle

Bakke Street

M a y

S t r e e t

Bakke Street

R e d

H r s

R a d

Grimm Lane

Hume Drive

Bland Street

Galvan Street

Hume Drive

Lewis Drive

Hodges Street

Walters Drive

H u m

D r i v e

A c h i v e

H a r r i s i v e

Hume Drive

McIntosh Court

US98

O N e i l

A v e n u e

I n d e p e n d e n c a d

US98

C o d y

A v e n u e

Purcell Drive

C a m p a i g r e e t

Whitbeck Street

Gelshlager Street

Clark Road

Hume Drive

Schmauss Lane

W e a v e n u e

US98

M cM ill an S tre et

C o r l w a d

W a l k p

W y

I n d e p e n d e n a d

Bedel Street

B e n n e t t

A v e n u e

Frazier Street

C r u z

A v e n u e

Red Horse Road

C r u z

A v e n u e

T u l l r e e t

T u l l y

S t r e e t

Bedel Street

W e s t f a r c l e

H a m b

P a c e

R r a d

Tully Street

L u k a s ik

A v e n u e

C o e n u e

K e r w o o d

R o a d

US98

Lielmanis Avenue

H o w l t e y

US98

M a i n t e n a n a

T u l r e e t

US98

H a r t s r e e t

M c

C l e r e e t

T e r e n u e

I n d e p e n d e n a d

M i t c h e l l

R o a d

Bartley Street

D o w a d

90918

92470

90043

90308

92006

92007

90600

92431

92081

90101

90761

91048

99045

91307

90325

90637

90106

92469

90359

91159

92427

92550

91400

90030

92085

91265

90053

92046

90225

99061

99029

99118

90815

91301

90880

92093

91148

91303

99042

92429

91364

90366

91056

99500

90304

91254

90051

90531

99030

91045

90636

90062

92449

92519

90115

90370

90064

92403

90713

90326

92028

92019

92021

91047

90525

90806

90138

92060

90352

91029

90371

90137

92472

90748

90822

90128

90618

90035

90619

90532

90369

92065

90935

92438

90033

90702

91255

91520

90521

92091

90510

99142

90302

90345

90232

92404

90382

90215

92080

90617

92059

91137

92513

90003

92057

92042

92043

92037

92551

92017

92016

92107

91142

90300

90374

92546

92084

90048

99116

92099

99059

90621

92105

90339

91300

90008

92102

91163

90347

92098

90358

90825

99022

99145

99126

99044

90390

99056

99055

99083

99007

99105

91016

90552

99060

90131

99001

99162

99998

90950

92090

92050

90334

91050

91350

91363

91130

90337

92538

92061 92082

90049

90375

90229

90707

92052

92035

90615

92406

90105

90616

90928

99160

99999

99068

90635

91039

91009

90015

92432

92039

90121

91031

90801

90610

92275

92420

90759

92430

91151

91023

91140

92011

91037

90802

99043

91055

91252

92013

92000

90703

92528

92455

90005

90084

92024

92069

90328

90731

90372

92032

92030

90717

90145

91054

92436

91155

90346

90606

92452

92451

90378

92022

91012

90001

90223

90642

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90377

92040

92027

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92100

99115

90207

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91104

91103

90580

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91330

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90701

92548

90327

92435

90626

92549

92001

92008

92051

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91122

92434

90511

92009

92461

90085

90609

99023

99716

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99718

99719

99127

99051

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99999

99025

99024

92005

90315

90210

99067

92034

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92023

99058

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90522

90509

90747

92089

91154

90330

92426

92419

92463

92501

99535

99150

92516

92541

90607

99104

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99048

99020

99106

99107

90340

90075

90577

92048

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92094

91133

90523

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92424

90388

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90068

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90037

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99004

90362

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92464

92025

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91109

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90368

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91164

90742

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90073

90074

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90505

92466

91120

91601

90926

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91603

91365

99158

99054

99043

92562

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99019

90535

91351

99126

92062

91020

90036

90518

91370

92088

92063

92544

90402

90140

92521

99031

92473

91361

92518

92433

91027

91024

91515

92523

90318

92545

90373

90343

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90553

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90061

90057

99002

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92525

92440

99141

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90755

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90551

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90367

90323

92402

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91257

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92020

92002

92003

92073

90519

99065

92101

92463

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91013

92442

99902

92096

90135

91049

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90231

90603

91250

90322

92507

92066

90718

92049

90501

90640

90353

91041

92542

91153

92552

90002

92108

92276

92531

90700

92439

90113

92564

91302

90812

90708

91126

90010

92077

90060

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91042

90332

91258

99910

91113

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90206

90421

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92031

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91259

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91101

90507

90380

90379

91149

91124

29075

29075

29075

29075

90396

90396

29073

29073

90534

90581

90734

90005

91038

91043

29077

29077

W a l k p y

90512

90513

90513

90512

90360

90363

90351

92479

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92477

91264

91263

91261

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90757

90749

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99121

90524

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90364

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90083

30041

D o w a d

90611

90500

90508

90311

90086

M

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E

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91058

91059

99958

90917

90905

90306

91168

91107

91157

90534

90536

90800

Kissam Street

90727

30007

99326

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LOCATION MAP

N.T.S.

N

LOCATION MAP & INDEX OF DRAWINGS

ELECTRICAL SITE PLAN - AREA 1 - DEMOLITION

T-001

E-101

E-102

E-103

E-104

SHEET # TITLE

INDEX OF DRAWINGS

MAIN GATE

HAUL ROUTE

E-201

E-202

E-203

REPLACE MUNITIONS STORAGE AREA

(MSA) LIGHTING

HURLBURT FIELD, FLORIDA

PROJECT NO. CP1018024

COMMERCIAL GATE

E-204

E-501

EAST GATE

ELECTRICAL SITE PLAN - AREA 2 - DEMOLITION

ELECTRICAL SITE PLAN - AREA 3 - DEMOLITION

ELECTRICAL SITE PLAN - AREA 4 - DEMOLITION

ELECTRICAL SITE PLAN - AREA 1 - NEW WORK

ELECTRICAL SITE PLAN - AREA 2 - NEW WORK

ELECTRICAL SITE PLAN - AREA 3 - NEW WORK

ELECTRICAL SITE PLAN - AREA 4 - NEW WORK

ELECTRICAL DETAILS

MUNITIONS STORAGE

AREA - SEE SHEET

T-002 FOR OVERALL

SITE MAP.

E-501 PANELBOARD SCHEDULES

E-601 SINGLE LINE DIAGRAM

OVERALL SITE MAPT-002

L O

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

90434

90439

90416

90426

90438

90419

90410

90436

90413

90432

90430

90409

90418

90417

90431

90404

90407

90420

90428

90408

90425

90433

90427

90414

90423

OVERALL SITE MAP

SCALE: 1" = 200'-0"

N

AREA 1 AREA 2 AREA 3

AREA 4

PHASING NOTE:

ALL NEW LIGHTING AND POWER EQUIPMENT SHALL BE INSTALLED AND OPERATIONAL

PRIOR TO DEMOLITION OF THE EXISTING LIGHTING EQUIPMENT AND CIRCUITS.

GENERAL NOTES:

1. THE LIGHTING FIXTURES SHALL HAVE A 10 YEAR MATERIAL WARRANTY AND A 5 YEAR ON SITE WARRANTY

REPLACEMENT WARRANTY. SEE SPECIFICATION SECTION 26 56 00, EXTERIOR LIGHTING.

2. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIALS OFF BASE.

3. THE MUNITIONS STORAGE AREA IS A SEPARATELY CONTROLLED AREA, AND THE CONTRACTOR WORK CREWS

WILL BE REQUIRED TO BE ESCORTED BY GOVERNMENT PERSONNEL WHILE IN THE AREA. THE CONTRACTOR

WILL BE REQUIRED TO OBTAIN A BADGE TO ENTER MUNITIONS STORAGE AREA PRIOR TO BEGINNING WORK

EACH DAY. THE BADGES AND ESCORTS WILL BE PROVIDED TO THE CONTRACTOR AT BUILDING 90412. A

MAXIMUM OF THREE ESCORTS WILL BE PROVIDED TO THE CONTRACTOR EACH DAY.

4. THE CONTRACTOR HAS THE OPTION TO DIRECTIONAL DRILL BELOW WETLANDS, IN LIEU OF TRENCHING AND

BACKFILLING AROUND THE OUTSIDE OF THE WETLAND AREAS IN THIS PROJECT. IF THE CONTRACTOR DECIDES

TO DIRECTIONAL DRILL IN THE WETLAND AREAS, NOTE 4, BELOW, AND DIRECTIONAL DRILLING FOR UTILITIES

NOTE ON SHEET E-601 WILL APPLY.

5. ALL WORK IN THE VICINITY OF WETLANDS SHALL CONFORM TO THE FOLLOWING, AT A MINIMUM. IN

ADDITION TO THESE NOTES, ALL OTHER APPLICABLE GOVERNMENT REGULATIONS WILL BE ADHERED TO:

A. WETLANDS PERMITS WILL BE REQUIRED FOR DIRECTIONAL DRILLING UNDER THIS CONTRACT. THE

CONTRACTOR SHALL PROVIDE VERIFICATION OF WETLANDS EXEMPTION FOR POLE REMOVAL AND THE USE

OF MATTING IN WETLANDS.

B. DIRECTIONAL BORING OPERATIONS SHALL OCCUR A MINIMUM OF 15'-0" AWAY FROM THE EDGE OF THE

WETLANDS.

C. THE CONTRACTOR SHALL PROVIDE THE INTENDED DEPTH OF THE DIRECTIONAL BORE BELOW WETLANDS TO

THE CONTRACTING OFFICER FOR BASE APPROVAL PRIOR TO PERFORMING THE DRILLING. THE MAXIMUM

OUTSIDE DIAMETER OF THE BORE SHALL NOT EXCEED 24. A MINIMUM DEPTH OF COVER, EQUAL TO THE

GREATER OF EITHER 5 FEET, OR 5 TIMES THE MAXIMUM ENCASED DIAMETER OF THE UTILITY LINE SHALL BE

MAINTAINED BETWEEN THE TOP OF THE UTILITY CASING AND THE SOIL SURFACE OR SUBMERGED BOTTOM

OF ANY WETLAND.

D. THE CONTRACTOR SHALL PROVIDE A CONTINGENCY PLAN TO THE CONTRACTING OFFICER FOR BASE

APPROVAL TO ADDRESS THE PROCEDURES THAT WILL BE TAKEN IN THE EVENT OF A FRAC OUT DURING THE

DRILLING PROCESS.

E. WORK IN THE WETLANDS AREAS WILL BE ACCOMPLISHED BY PLACING WORKING MATS TO PROTECT THE

WETLANDS. MATS SHALL BE REMOVED NO MORE THAN 72 HOURS AFTER THEY ARE PLACED.

F. IF MINIMAL ADVERSE EFFECTS TO WETLANDS CANNOT BE AVOIDED, THE CONTRACTOR MAY CONSIDER

OBTAINING THE GENERAL PERMIT FOR UTILITY LINE WORK UNDER FAC 62-330.453 FROM FDEP AND A

NATIONWIDE PERMIT 12 FOR "UTILITY LINE ACTIVITIES" FROM THE US ARMY CORPS OF ENGINEERS.

5. BASE ENVIRONMENTAL PERSONNEL WILL PERFORM A T&E SURVEY PRIOR TO THE BEGINNING OF WORK. THE

CONTRACTOR SHALL COORDINATE WITH THE NATURAL RESOURCE MANAGER PRIOR TO CONSTRUCTION WORK.

6. THE CONTRACTOR SHALL COORDINATE THE MANAGEMENT AND DISPOSAL OF LAMPS, BALLASTS, BATTERIES, CREOSOTE POLES, ETC., WITH 1SOCES ENVIRONMENTAL DEPARTMENT PRIOR TO THE REMOVAL OF THESE

MATERIALS FROM THE BASE.

7. THE CONTRACTOR SHALL TURN OVER TWO TYPES OF EACH LIGHTING FIXTURE TO THE BASE ELECTRIC SHOP

FOR SPARE PARTS.

8. THE CONTRACTOR SHALL PROVIDE PERMANENT MARKINGS ON CONDUITS LEAVING THE LIGHTING

CONTACTORS. MARKINGS SHALL INCLUDE THE CIRCUIT NUMBER AND THE LIGHTING POLE THAT THE CONDUIT IS

ROUTED TO. THE CONTRACTOR SHALL PROVIDE PERMANENT MARKINGS OF THE POLE IDENTIFICATION

NUMBERS ON THE LIGHTING POLES. COORDINATE WITH BASE ELECTRIC SHOP REGARDING THE TYPES OF

MARKINGS AND THE MARKING ATTACHMENTS TO THE CONDUITS AND LIGHTING POLES.

CONTRACTOR STAGING AREA

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

T-002

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90436

90432

90433

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EXISTING DOWN GUY - REMOVE, UNLESS NOTED OTHERWISE.

EXISTING UNDERGROUND CONDUIT & WIRING - REMOVE WIRING & ABANDON CONDUIT BELOW GRADE.

EXISTING POLE MOUNTED FLOODLIGHT - REMOVE.

EXISTING POLE MOUNTED AREA LIGHT - REMOVE.

EXISTING WOOD POLE - REMOVE, UNLESS NOTED OTHERWISE.

EXISTING AREA LIGHT & ALUMINUM POLE - REMOVE.

EXISTING DISCONNECT SWITCH - REMOVE.

EXISTING PAD MOUNTED TRANSFORMER - TO REMAIN.

ELECTRICAL LEGEND - DEMOLITION:

EXISTING OVERHEAD SECONDARY CONDUCTOR - REMOVE.

1. CUT EXISTING WOOD POLE OFF 18" ABOVE GROUND LEVEL.

REMOVE CUT OFF PORTION OF POLE FROM SITE. ABANDON

REMAINING POLE IN PLACE.

NOTES:

NOTE 1.

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ELECTRICAL SITE PLAN - AREA 1 - DEMOLITION

SCALE: 1" = 50'-0"

N

HATCHED AREAS DENOTE WETLAND AREAS.

C

EXISTING LIGHTING CONTACTOR & ENCLOSED CIRCUIT BREAKER - REMOVE.

NOTE 1.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-101

E L

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90430

90418

90431

90425

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1. CUT EXISTING WOOD POLE OFF 18" ABOVE GROUND LEVEL.

REMOVE CUT OFF PORTION OF POLE FROM SITE. ABANDON

REMAINING POLE IN PLACE.

2. REMOVE EXISTING WIRING FROM UNDERGROUND CONDUIT.

ABANDON EXISTING BURIED CONDUIT IN PLACE.

3. EXISTING WOOD POLE & LIGHTNING PROTECTION SYSTEM

EQUIPMENT TO REMAIN.

4. REMOVE EXISTING LIGHTING CONTACTOR, PHOTO-CELL &

ENCLOSED CIRCUIT BREAKER. REMOVE EXISTING EQUIPMENT

RACK. REMOVE EXISTING SECONDARY CONDUIT & WIRING

FROM ENCLOSED BREAKER TO EXISTING PAD MOUNTED

TRANSFORMER.

NOTES:

NOTE 1.

NOTE 1.

NOTE 2.

NOTE 1.

NOTE 1.

NOTE 3.

NOTE 3.

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MATCH LINE 2-4

ELECTRICAL SITE PLAN - AREA 2 - DEMOLITION

SCALE: 1" = 50'-0"

N

NOTE 4.

NOTE 4.

NOTE 1.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-102

E L

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90413

90409

90417

90428

90408

90414

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1. CUT EXISTING WOOD POLE OFF 18" ABOVE GROUND LEVEL.

REMOVE CUT OFF PORTION OF POLE FROM SITE. ABANDON

REMAINING POLE IN PLACE.

2. REMOVE EXISTING WIRING FROM UNDERGROUND CONDUIT.

ABANDON EXISTING BURIED CONDUIT IN PLACE.

3. REMOVE EXISTING FLOODLIGHT MOUNTED ON IGLOO

HEADWALL. REMOVE EXISTING CONDUIT & WIRING BACK TO

EXISTING DISCONNECT SWITCH ON EXTERIOR WALL OF IGLOO.

CAP EXISTING CONDUIT ABOVE DISCONNECT SWITCH. REMOVE

EXISTING BRAIDED GROUNDING STRAP FROM EACH LIGHTING

FIXTURE TO EXISTING GROUND ROD.

4. REMOVE EXISTING LIGHTING CONTACTOR, PHOTO-CELL &

ENCLOSED CIRCUIT BREAKER. REMOVE EXISTING EQUIPMENT

RACK. REMOVE EXISTING SECONDARY CONDUIT & WIRING

FROM ENCLOSED BREAKER TO EXISTING PAD MOUNTED

TRANSFORMER.

NOTES:

NOTE 1.

NOTE 1.

NOTE 1.

NOTE 2.

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I N

E

M A

T C

H

L

I N

E

MATCH LINE 3-4 MATCH LINE 3-4

ELECTRICAL SITE PLAN - AREA 3 - DEMOLITION

SCALE: 1" = 50'-0"

N

NOTE 3.

NOTE 3.

NOTE 3.

NOTE 4.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

O N

HU

RL

BU

RT

F

IE

LD

, F

LO

RI

DA

O

PE

RA

TI

O

NS

C O

M M

AN

D

AI

R

FO

RC

E

SP

EC

IA

L R

E P

L A

N

I T

I O

O

R A

G E

A R

S A

L I G

H T

I N

G

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-103

E L

E C

T R

I C

T

E

P

L A

N

A

R E

E M

O L

I T

I

TULLY STREET

90426

90404

90407

90420

90427

T

90423

1. CUT EXISTING WOOD POLE OFF 18" ABOVE GROUND LEVEL.

REMOVE CUT OFF PORTION OF POLE FROM SITE. ABANDON

REMAINING POLE IN PLACE.

2. REMOVE EXISTING WIRING FROM UNDERGROUND CONDUIT.

REMOVE EXISTING CONDUIT FROM EXISTING POLE &

ABANDON EXISTING BURIED CONDUIT IN PLACE.

3. REMOVE EXISTING GUY CABLE & ABANDON EXISTING GUY

ANCHOR IN PLACE.

4. EXISTING WOOD POLE & LIGHTNING PROTECTION SYSTEM

EQUIPMENT TO REMAIN.

5. REMOVE EXISTING FLOODLIGHT MOUNTED ON IGLOO

HEADWALL. REMOVE EXISTING CONDUIT & WIRING BACK TO

EXISTING DISCONNECT SWITCH ON EXTERIOR WALL OF IGLOO.

CAP EXISTING CONDUIT ABOVE DISCONNECT SWITCH. REMOVE

EXISTING BRAIDED GROUNDING STRAP FROM EACH LIGHTING

FIXTURE TO EXISTING GROUND ROD.

NOTES:

NOTE 1.

NOTE 1.

NOTE 1.

NOTE 1.

NOTE 1.

NOTE 1.

NOTE 2.

NOTE 2.

NOTE 2.

NOTE 3.

NOTE 3.

NOTE 4.NOTE 4.

MATCH LINE 3-4 MATCH LINE 3-4

MATCH LINE 4-4

MATCH LINE 4-4

ELECTRICAL SITE PLAN - AREA 4 - DEMOLITION

SCALE: 1" = 50'-0"

N

NOTE 5.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

O N

HU

RL

BU

RT

F

IE

LD

, F

LO

RI

DA

O

PE

RA

TI

O

NS

C O

M M

AN

D

AI

R

FO

RC

E

SP

EC

IA

L R

E P

L A

N

I T

I O

O

R A

G E

A R

S A

L I G

H T

I N

G

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-104

E L

E C

T R

I C

T

E

P

L A

N

A

R E

E M

O L

I T

I

90438

90436

90432

90433

ELECTRICAL SITE PLAN - AREA 1 - NEW WORK

SCALE: 1" = 50'-0"

N

F2

F2

F2

F2

F4

F2

F2

F2

F2

F4

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F2

F6

F6

F6

F4

F4

F6

F6

F3

F3

F3

F3

F2

F2

F3

F3

F5

M A

T C

H

L

I N

E

M A

T C

H

L

I N

E

T

C

EXISTING PAD MOUNTED TRANSFORMER - TO REMAIN.

EXISTING LIGHTING CONTACTOR - TO REMAIN.

ELECTRICAL LEGEND - NEW WORK:

CONCRETE POLE W/ SINGLE LED FLOODLIGHT.

CONCRETE POLE W/ TWO LED FLOODLIGHTS MOUNTED ON BULLHORN.

CONCRETE POLE W/ THREE LED FLOODLIGHTS MOUNTED ON BULLHORN.

CONCRETE POLE W/ LED AREA LIGHT.

CENTER LINE INDICATES FLOODLIGHT AIMING.

CONCRETE POLE W/ FOUR LED FLOODLIGHTS MOUNTED ON BULLHORN.

HATCHED AREAS DENOTE WETLAND AREAS.

C

NEW CONTACTOR.

NEW HANDHOLE.

T

C

NEW PANELBOARD.

NEW PANEL "L9"

T9

1 HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L9" VIA LIGHTING CONTACTOR.

WORK NOTES:

2 HOMERUN 2 # 6 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L9" VIA LIGHTING CONTACTOR.

3 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40.

4 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40.

ROUTE LIGHTING CIRCUIT THRU GRADE ALONG EXISTING BUILDING,

NOT IN PARKING LOT.

DIRECTIONAL DRILL BELOW EXISTING ASPHALT PAVEMENT FOR

INSTALLATION OF LIGHTING CIRCUIT.

2 # 6 & 1 # 10 GND. - 1 1/2" PVC, SCH. 40.

3 3

ST ST ST ST

GASGASGAS

NEW CONDUIT & WIRING. ARROW INDICATES HOMERUN TO PANELBOARD VIA CONTACTOR.

EXISTING UNDERGROUND ELECTRICAL LINE.

EXISTING UNDERGROUND COMMUNICATIONS LINE.

EXISTING UNDERGROUND STORM SEWER LINE.

EXISTING UNDERGROUND WATER LINE.

EXISTING UNDERGROUND NATURAL GAS LINE.

L7P1

L7P2

L7P4

L7P5

L7P6

L7P7

L9P1

L9P2

L9P3

L9P4

L9P5

L9P6

L9P7

L9P8

L9P9

L9P10

L9P11

L9P12

L9P13

L9P14

8 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40.

GENERAL NOTES:

1. GENERALLY, 30 A., 2 P. BREAKER LUGS WILL ACCOMMODATE 1 # 8

AWG CONDUCTOR. WHERE LARGER CONDUCTORS ARE SPECIFIED,

THE CONTRACTOR SHALL TERMINATE THE CONDUCTOR INTO THE

BREAKER LUGS WITH A PIN TYPE COMPRESSION CONNECTOR.

2. CONTRACTOR SHALL PERFORM CABLE PULLING CALCULATIONS, AND

INSTALL ADDITIONAL HANDHOLES WHEREVER REQUIRED.

3. ALL SPLICES IN HANDHOLES SHALL BE FULLY SUBMERSIBLE,

COMPRESSION TYPE WITH HEAT SHRINK INSULATION. PROVIDE

LABELS ON ALL CONDUCTORS IN HANDHOLES WHERE THEY LEAVE

INDICATING THE TERMINATION POINT OF THE CONDUCTORS.

4. DUE TO THE SCALE OF THE DRAWINGS, SOME EQUIPMENT MAY

APPEAR TO BE LOCATED IN STREETS OR WETLANDS. HANDHOLES,

LIGHTING POLES, ETC., SHALL BE INSTALLED 5'-0" MINIMUM FROM

STREETS OR WETLAND AREAS. IF 5'-0" DISTANCE CANNOT BE

MAINTAINED, COORDINATE WITH BASE INSPECTOR PRIOR TO

ROUGHING IN POLES, HANDHOLES, UNDERGROUND CIRCUITS, ETC.

F4

F4

F4

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

O N

HU

RL

BU

RT

F

IE

LD

, F

LO

RI

DA

O

PE

RA

TI

O

NS

C O

M M

AN

D

AI

R

FO

RC

E

SP

EC

IA

L R

E P

L A

N

I T

I O

O

R A

G E

A R

S A

L I G

H T

I N

G

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-201

E L

E C

T R

I C

T

E

P

L A

N

A

R E

K

90430

90418

90431

90425

ELECTRICAL SITE PLAN - AREA 2 - NEW WORK

SCALE: 1" = 50'-0"

N

F2

F2

F2

F2

F2

F2

F3

F3

F3

F3

F3

F3

F2

F2

F2

F2

F2

F2

F2

F3

F3

F5

F3

F3

F4

F3

F3

F3

F3

F3

F3

F3

F2

F2

F2

F2

F4

F4

M A

T C

H

L I N

E

M A

T C

H

L I N

E

M A

T C

H

L I N

E

MATCH LINE 2-4

F2

F2

F3

F3

T

T

C

C

T6

NEW PANEL "L7"

NEW PANEL "L6"

L7P1

L7P3

L7P8

L7P9

L7P10

L7P11

L7P12

L7P13

L6P1

L6P2

L6P3

L6P4

L6P5

L6P6

L3P7

L3P8

L6P10

L6P11

L9P13

1 HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L7" VIA LIGHTING CONTACTOR.

WORK NOTES:

2 HOMERUN 2 # 6 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L7" VIA LIGHTING CONTACTOR.

3 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40.

4 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40.

BOND NEW LIGHT POLE GROUND TO EXISTING COUNTERPOISE IF

COUNTERPOISE IS UNCOVERED DURING TRENCHING.

DIRECTIONAL DRILL BELOW EXISTING ASPHALT PAVEMENT FOR

INSTALLATION OF LIGHTING CIRCUIT.

2 # 6 & 1 # 10 GND. - 1 1/2" PVC, SCH. 40.

8 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40.

9 INSTALL NEW HANDHOLE AND LIGHTING CIRCUIT ADJACENT TO NEW

FLOODLIGHT POLE, NOT IN WETLANDS.

T7

10 HOMERUN 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L7" VIA LIGHTING CONTACTOR.

ROUTE THIS CIRCUIT THRU

HANDHOLE ALONG WITH

OTHER CIRCUIT. SHOWN

SEPARATELY FOR CIRCUIT

SEPARATION PURPOSES.

11 HOMERUN 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L6" VIA LIGHTING CONTACTOR.

12 HOMERUN 2 # 6 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L6" VIA LIGHTING CONTACTOR.

ROUTE THIS CIRCUIT THRU

HANDHOLE ALONG WITH

OTHER CIRCUIT. SHOWN

SEPARATELY FOR CIRCUIT

SEPARATION PURPOSES.

ROUTE THIS CIRCUIT

THRU HANDHOLE

ALONG WITH OTHER

CIRCUIT. SHOWN

SEPARATELY FOR

CIRCUIT

SEPARATION

PURPOSES.

ROUTE THIS CIRCUIT THRU

HANDHOLE ALONG WITH

OTHER CIRCUIT. SHOWN

SEPARATELY FOR CIRCUIT

SEPARATION PURPOSES.

GENERAL NOTES:

1. GENERALLY, 30 A., 2 P. BREAKER LUGS WILL ACCOMMODATE 1 # 8

AWG CONDUCTOR. WHERE LARGER CONDUCTORS ARE SPECIFIED,

THE CONTRACTOR SHALL TERMINATE THE CONDUCTOR INTO THE

BREAKER LUGS WITH A PIN TYPE COMPRESSION CONNECTOR.

2. CONTRACTOR SHALL PERFORM CABLE PULLING CALCULATIONS, AND

INSTALL ADDITIONAL HANDHOLES WHEREVER REQUIRED.

3. ALL SPLICES IN HANDHOLES SHALL BE FULLY SUBMERSIBLE,

COMPRESSION TYPE WITH HEAT SHRINK INSULATION. PROVIDE

LABELS ON ALL CONDUCTORS IN HANDHOLES WHERE THEY LEAVE

INDICATING THE TERMINATION POINT OF THE CONDUCTORS.

4. DUE TO THE SCALE OF THE DRAWINGS, SOME EQUIPMENT MAY

APPEAR TO BE LOCATED IN STREETS OR WETLANDS. HANDHOLES,

LIGHTING POLES, ETC., SHALL BE INSTALLED 5'-0" MINIMUM FROM

STREETS OR WETLAND AREAS. IF 5'-0" DISTANCE CANNOT BE

MAINTAINED, COORDINATE WITH BASE INSPECTOR PRIOR TO

ROUGHING IN POLES, HANDHOLES, UNDERGROUND CIRCUITS, ETC.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

O N

HU

RL

BU

RT

F

IE

LD

, F

LO

RI

DA

O

PE

RA

TI

O

NS

C O

M M

AN

D

AI

R

FO

RC

E

SP

EC

IA

L R

E P

L A

N

I T

I O

O

R A

G E

A R

S A

L I G

H T

I N

G

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-202

E L

E C

T R

I C

T

E

P

L A

N

A

R E

90416

90419

90410

90413

90409

90417

90428

90408

90414

ELECTRICAL SITE PLAN - AREA 3 - NEW WORK

SCALE: 1" = 50'-0"

N

F6 F6

F6

F6

F6

F6

F4

F4

F6 F6

F6

F6

F6

F4

M A

T C

H

L I N

E

M A

T C

H

L I N

E

MATCH LINE 3-4

MATCH LINE 3-4

F7

F7

F7

F7

F7

F7

F7

F7

F7

F7

F7

F7

T

T3

F3

F3

S

T

ST

ST

ST

L6P9

L4P7

L2P4

L2P5

L2P6

L3P1

L3P2

L3P3

L3P4

L3P5

L3P6

1 HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L3" VIA LIGHTING CONTACTOR.

WORK NOTES:

HOMERUN 2 # 6 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L2" VIA LIGHTING CONTACTOR.

3 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40.

4 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40.

DIRECTIONAL DRILL BELOW EXISTING ASPHALT PAVEMENT FOR

INSTALLATION OF LIGHTING CIRCUIT.

2 # 6 & 1 # 10 GND. - 1 1/2" PVC, SCH. 40.

8 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40.

DIRECTIONAL DRILL BELOW EXISTING CONCRETE PAD FOR

INSTALLATION OF LIGHTING CIRCUIT.

HOMERUN 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L3" VIA LIGHTING CONTACTOR.

HOMERUN 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L2" VIA LIGHTING CONTACTOR.

C

NEW PANEL "L3"

GENERAL NOTES:

1. GENERALLY, 30 A., 2 P. BREAKER LUGS WILL ACCOMMODATE 1 # 8

AWG CONDUCTOR. WHERE LARGER CONDUCTORS ARE SPECIFIED,

THE CONTRACTOR SHALL TERMINATE THE CONDUCTOR INTO THE

BREAKER LUGS WITH A PIN TYPE COMPRESSION CONNECTOR.

2. CONTRACTOR SHALL PERFORM CABLE PULLING CALCULATIONS, AND

INSTALL ADDITIONAL HANDHOLES WHEREVER REQUIRED.

3. ALL SPLICES IN HANDHOLES SHALL BE FULLY SUBMERSIBLE,

COMPRESSION TYPE WITH HEAT SHRINK INSULATION. PROVIDE

LABELS ON ALL CONDUCTORS IN HANDHOLES WHERE THEY LEAVE

INDICATING THE TERMINATION POINT OF THE CONDUCTORS.

4. DUE TO THE SCALE OF THE DRAWINGS, SOME EQUIPMENT MAY

APPEAR TO BE LOCATED IN STREETS OR WETLANDS. HANDHOLES,

LIGHTING POLES, ETC., SHALL BE INSTALLED 5'-0" MINIMUM FROM

STREETS OR WETLAND AREAS. IF 5'-0" DISTANCE CANNOT BE

MAINTAINED, COORDINATE WITH BASE INSPECTOR PRIOR TO

ROUGHING IN POLES, HANDHOLES, UNDERGROUND CIRCUITS, ETC.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S. 1

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

O N

HU

RL

BU

RT

F

IE

LD

, F

LO

RI

DA

O

PE

RA

TI

O

NS

C O

M M

AN

D

AI

R

FO

RC

E

SP

EC

IA

L R

E P

L A

N

I T

I O

O

R A

G E

A R

S A

L I G

H T

I N

G

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-203

E L

E C

T R

I C

T

E

P

L A

N

A

R E

TULLY STREET

90426

90404

90407

90420

90427

90423

ELECTRICAL SITE PLAN - AREA 4 - NEW WORK

SCALE: 1" = 50'-0"

N

F2

F2

F3F3

F2

F2

F2F2

F2F2

F3

F3

F4F4

F2

F2

F2

F2

L2

L2

F4

F3

F3

F3F3

F3

F3

F6

F6

F6

F6

F6

F6

F6

F6

F6

F6

F6

F6

F4

F4

F4

F4 F4

L2

L2

F3F3 F3F3

F3F3 F3F3

F3

F3

F3

F3

MATCH LINE 3-4

MATCH LINE 3-4

MATCH LINE 4-4

MATCH LINE 4-4

F7

F7

F7

F7

T

T4

F6

F3

F3

T

G A

S

G A

S

G A

S

G A

S

G A

S

G

AS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G

A

S

G

A

S

G

A

S

T

C

C

L6P7

L6P8

L5P1

L5P2

L5P3

L5P4

L5P5

L5P6

L4P1

L4P2

L4P3

L4P4

L4P5

L4P6

L4P7

L4P10

L4P11

L4P12

L4P13

L4P14

L4P15

L4P16 L4P17

L4P18

L2P1

L2P2

L2P3

L2P7

L2P8

L2P10

L2P9

L2P11

L2P12

L2P13

L4P8

L4P9

7 7

T2

T5

1 HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L2" VIA LIGHTING CONTACTOR.

WORK NOTES:

HOMERUN 2 # 6 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L4" VIA LIGHTING CONTACTOR.

3 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40.

4 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40.

DIRECTIONAL DRILL BELOW EXISTING ASPHALT PAVEMENT FOR

INSTALLATION OF LIGHTING CIRCUIT.

2 # 6 & 1 # 10 GND. - 1 1/2" PVC, SCH. 40.

8 2 # 4 & 1 # 8 GND. - 1 1/2" PVC, SCH. 40.

HOMERUN 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L2" VIA LIGHTING CONTACTOR.

HOMERUN 2 # 8 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L4" VIA LIGHTING CONTACTOR.

BOND NEW LIGHT POLE GROUND TO EXISTING COUNTERPOISE IF

COUNTERPOISE IS UNCOVERED DURING TRENCHING.

HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L4" VIA LIGHTING CONTACTOR.

C

NEW PANEL "L2"

NEW PANEL "L4"

NEW PANEL "L5"

ROUTE THIS CIRCUIT THRU

HANDHOLE ALONG WITH

OTHER CIRCUIT. SHOWN

SEPARATELY FOR CIRCUIT

SEPARATION PURPOSES.

12 HOMERUN 2 # 10 & 1 # 10 GND. - 1" PVC, SCH. 40 TO 30 A., 2 P. CIRCUIT

BREAKER IN NEW PANEL "L5" VIA LIGHTING CONTACTOR.

GENERAL NOTES:

1. GENERALLY, 30 A., 2 P. BREAKER LUGS WILL ACCOMMODATE 1 # 8 AWG CONDUCTOR. WHERE LARGER

CONDUCTORS ARE SPECIFIED, THE CONTRACTOR SHALL TERMINATE THE CONDUCTOR INTO THE BREAKER

LUGS WITH A PIN TYPE COMPRESSION CONNECTOR.

2. CONTRACTOR SHALL PERFORM CABLE PULLING CALCULATIONS, AND INSTALL ADDITIONAL HANDHOLES

WHEREVER REQUIRED.

3. ALL SPLICES IN HANDHOLES SHALL BE FULLY SUBMERSIBLE, COMPRESSION TYPE WITH HEAT SHRINK

INSULATION. PROVIDE LABELS ON ALL CONDUCTORS IN HANDHOLES WHERE THEY LEAVE INDICATING THE

TERMINATION POINT OF THE CONDUCTORS.

4. DUE TO THE SCALE OF THE DRAWINGS, SOME EQUIPMENT MAY APPEAR TO BE LOCATED IN STREETS OR

WETLANDS. HANDHOLES, LIGHTING POLES, ETC., SHALL BE INSTALLED 5'-0" MINIMUM FROM STREETS OR

WETLAND AREAS. IF 5'-0" DISTANCE CANNOT BE MAINTAINED, COORDINATE WITH BASE INSPECTOR PRIOR TO

ROUGHING IN POLES, HANDHOLES, UNDERGROUND CIRCUITS, ETC.

KEY PLAN

AREA 1 AREA 2 AREA 3

AREA 4

N.T.S.

SP

EC

IA

L O

PE

RA

TI

O

NS

C

IV

IL

E

NG

IN

EE

R

SQ

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-204

E L

E C

T R

I C

T

E

P

L A

N

A

R E

INSTALLATION DETAIL - CONCRETE POLE

5'-0"

N.T.S.

2" PVC, SCH. 40 CONDUIT

MIN.

2'-0"

GRADE

DETAIL - FIBERGLASS HANDHOLE

12" X 12" X 12" DEEP BOX CONSTRUCTED OF POLYMER

STEEL INSERTS & BOLTS. SERVICE LOAD: 8,000 LBS.

CONCRETE REINFORCED BY FIBERGLASS W/ STAINLESS

OVER A 10" SQUARE. FURNISH LID W/ COVER LOGO

N.T.S.

6"

8"

"ELECTRIC."

PEA GRAVEL

1/3 CU. YD. CRUSHED

OPEN BOTTOM

FINISH GRADE

POUR CONCRETE AROUND BOX

1"

LIGHTING FIXTURE SCHEDULE

MARK WATTS LUMENS BASIS OF DESIGN

F2 335 31508 GARDCO # PFF-92L-1A-NW-G1-A33-240-FP2-SP2-MGY

F3 481 46905 GARDCO # PFF-138L-1A-NW-G1-RM-240-FP2-SP2-MGY

F4 633 62535 GARDCO # PFF-184L-1A-NW-G1-A33-240-FP2-SP2-MGY

F5 633 62512 GARDCO # PFF-184L-1A-NW-G1-RM-240-FP2-SP2-MGY

F6 935 94300 GARDCO # PFF-276L-1A-NW-G1-RM-240-FP2-SP2-MGY

L2 314.3 32823 GARDCO # ECF-L-96L-1A-NW-G2-2-240-FP2-RPA-MGY

23 1/2"

21 1/4"

9 3/4"

23 1/2"

25 1/8"

9 3/4"

23 1/2"

29"

9 3/4"

23 1/2"

37"

9 3/4"

DETAIL - FIXTURE "F2"

N.T.S.

DETAIL - FIXTURE "F3"

N.T.S.

DETAIL - FIXTURES "F4" & "F5"

N.T.S.

DETAIL - FIXTURES "F6" & "F7"

LED'S

30'-0" CONCRETE POLE

W/ SLIPFITTER TENON.

DETAIL - FIXTURE "L2"

N.T.S.

N.T.S.

42 5/8"

15 1/8"

SLIPFITTER

SLIPFITTER

SLIPFITTER

SLIPFITTER

SLIPFITTER

F7 952 101287 GARDCO # PFF-276L-1A-NW-G1-SP-240-FP2-SP2-MGY276

DISTRIBUTION

ASYMMETRIC 33°

RECTANGULAR MEDIUM

TYPE 2

SPOT

ASYMMETRIC 33°

RECTANGULAR MEDIUM

RECTANGULAR MEDIUM

18"

36"

30"

60"

30" 15"

90"

12" 12"

18"

DETAIL - BULLHORNS

N.T.S.

DOUBLE BULLHORN TRIPLE BULLHORN QUAD BULLHORN

3/4" X 10'-0"

COPPERCLAD

GROUND ROD

1'-0"

MIN.

GROUND LUG

# 8 COPPER

FIBERGLASS

HANDHOLE

PROVIDE IN LINE FUSE & FUSE HOLDER FOR

EACH LIGHTING FIXTURE. INSTALL FUSES IN

POLE HANDHOLE.

FUSE SIZE

2 AMP

2.5 AMP

3.5 AMP

5 AMP

2 AMP

3.5 AMP

5 AMP

VOLTAGE

240 VAC

240 VAC

240 VAC

240 VAC

240 VAC

240 VAC

240 VAC

HANDHOLE

PROVIDE CABLE TAGS ON ALL

CONDUCTORS IN EACH HANDHOLE.

MARK CABLE TAGS WITH

PANELBOARD AND CIRCUIT NUMBER.

NOTE:

THE CONTRACTOR SHALL TURN OVER TWO LIGHTING FIXTURES OF EACH

FIXTURE TYPE TO THE BASE ELECTRIC SHOP FOR SPARE PARTS.

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-501

E L

E C

T R

I C

T

A I

SPACE ONLY

CONTACTOR COIL

SPACE ONLY

FLOODLIGHTS

21.87

21.87

20.78

20.78

TOTAL CONNECTED LOAD: 54.84

A B

54.34

11.69

11.69230

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L9"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS

FLOODLIGHTS

21.24

21.24

18.56

18.56

TOTAL CONNECTED LOAD: 64.44

A B

63.94

18.56

18.56230

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L7"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

5.58

5.5830 2

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS21.62

21.62

TOTAL CONNECTED LOAD: 51.70

A B

51.20

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L6"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

28.02

8.02

21.56

21.56

SPACE ONLY

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS14.54

14.54

TOTAL CONNECTED LOAD: 76.77

A B

76.27

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L3"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

220.86

20.86

19.48

19.48

FLOODLIGHTS30 21.39

21.39

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS15.85

15.85

TOTAL CONNECTED LOAD: 71.18

A B

70.68

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L2"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

211.90

11.90

FLOODLIGHTS30 11.90

11.90

FLOODLIGHTS 23019.13

19.13

11.90

11.90

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS17.61

17.61

TOTAL CONNECTED LOAD: 59.34

A B

58.84

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L4"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

2 FLOODLIGHTS3010.55

10.55

14.65

14.65

16.03

16.03

SPACE ONLY

CONTACTOR COIL

FLOODLIGHTS19.48

19.48

TOTAL CONNECTED LOAD: 56.42

A B

55.92

30FLOODLIGHTS

FLOODLIGHTS

LOAD (AMPS)

LOAD SERVED

LOAD (AMPS)

A B

10 KAIC INTERRUPTING RATINGPANEL "L5"

B

PANELBOARD SCHEDULE

BREAKER

POLE AAMP

CKT. # CKT. #

AMP

LOAD SERVED

BREAKER

POLE

0.50

SURFACE MTD. PANEL W/ GROUND BUS

BONDED TO NEUTRAL BUS.

2 SPACE ONLY20.86

20.86

15.58

15.58

EXTERIOR LIGHTING CONTROL DIAGRAM

NO SCALE

CM

LINE N

RC

G

G

PHOTO-CELL - MOUNT ON

TOP OF CONTACTOR

2 # 12 & 1 # 12 GND. - 1/2" C.

TO 15/1 BKR. IN PANELBOARD

LINE SIDE

FROM PANEL

LOAD SIDE

TO LIGHTS

30 A. LIGHTING CONTACTOR W/ NEMA 3R

ENCLOSURE - NUMBER OF POLES AS

INDICATED IN CONTACTOR NOTE.

TWO-WIRE CONTROL MODULE

CONTACTOR NOTE:

PANEL "L2" - 12 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L3" - 10 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L4" - 10 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L5" - 8 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L6" - 8 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L7" - 10 POLE CONTACTOR W/ 2 SPARE POLES.

PANEL "L9" - 8 POLE CONTACTOR W/ 2 SPARE POLES.

PANELBOARD NOTE:

ALL PANELBOARD SHALL BE FURNISHED WITH

NEMA 3R ENCLOSURES.

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

120/240 V., 1Ø, 3 W.

100 A., 2 P. MAIN BREAKER

7SURGE PROTECTIVE DEVICE 260 10 2 SPACE ONLY

SURGE PROTECTIVE DEVICE 260

SURGE PROTECTIVE DEVICE 260

SURGE PROTECTIVE DEVICE 260

SURGE PROTECTIVE DEVICE 260

SURGE PROTECTIVE DEVICE 260

SURGE PROTECTIVE DEVICE 260

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-502

P A

N E

L B

O A

H

E D

U L

1 5/8" X 1 5/8" 12 GAUGE HOT-

DETAIL - PANELBOARD & CONTACTOR INSTALLATION

GRADE

3500 PSI CONCRETE FOOTING

NO SCALE

36"

1" CHAMFER

DIPPED GALV. STEEL CHANNEL

2"

3"

WIDTH AS REQUIRED BY

EQUIPMENT INSTALLED

HEIGHT AS REQUIRED BY

EQUIPMENT INSTALLED

12"

LIGHTING CONTACTOR

PANELBOARD

EXISTING PAD MOUNTED TRANSFORMER -

25 KVA, 1Ø, 7.2/12.47 KV PRIMARY TO

240/120 V. SECONDARY.

SINGLE LINE DIAGRAM

NO SCALE

3 # 1 - 1 1/2" PVC, SCH. 40.

# 6 BARE COPPER IN 3/4" PVC, SCH. 80 TO

3/4" X 20'-0" COPPERCLAD GROUND ROD.

CONDUIT NOTE:

CONVERT ALL CONDUITS FROM PVC, SCH. 40 TO PVC, SCH. 80

BELOW GRADE & EXTEND PVC, SCH. 80 INTO PANELBOARDS AND

LIGHTING CONTACTORS WHERE EXPOSED ABOVE GRADE.

BOND # 6 BARE COPPER TO EXISTING TRANSFORMER

GROUND GRID. GROUNDING CONNECTIONS SHALL BE

EXOTHERMICALLY WELDED.

EXISTING UNDERGROUND

PRIMARY TO REMAIN.

NEW PANELBOARD

NEW LIGHTING CONTACTOR

NEW PANELBOARD & CONTACTOR

MOUNTING STRUCTURE

TYPICAL BRANCH CIRCUIT CONDUIT &

WIRING TO FLOODLIGHT POLES.

TYPICAL BRANCH CIRCUIT CONDUIT &

WIRING TO CIRCUIT BREAKERS IN

NEW PANELBOARD.

DIRECTIONAL DRILLING FOR UTILITIES NOTE:

A. SELECT THE APPROPRIATE DRILL ROD TO BE USED. SUBMIT CERTIFIED STATEMENT THAT THE DRILL ROD HAS BEEN INSPECTED AND IS IN

SATISFACTORY CONDITION FOR ITS INTENDED USE.

B. DISPOSAL OF FLUIDS IS THE RESPONSIBILITY OF THE CONTRACTOR. DISPOSE OF FLUIDS IN A MANNER THAT IS IN COMPLIANCE WITH ALL PERMITS

AND APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL DISPOSE OF THE DRILLING FLUIDS OFF BASE. USE A

HIGH QUALITY BENTONITE DRILLING FLUID TO ENSURE HOLE STABILITY, CUTTINGS TRANSPORT, BIT AND ELECTRONICS COOLING, AND HOLE

LUBRICATION TO REDUCE DRAG ON THE DRILL PIPE AND THE PRODUCT PIPE. USE ONLY FLUID WITH A COMPOSITION WHICH COMPLIES WITH ALL

FEDERAL, STATE, AND LOCAL ENVIRONMENTAL REGULATIONS. MIX THE BENTONITE DRILLING FLUID WITH POTABLE WATER (OF PROPER PH) TO

ENSURE NO CONTAMINATION IS INTRODUCED INTO THE SOIL DURING THE DRILLING, REAMING, OR PIPE INSTALLATION PROCESS. THE

CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PH ADJUSTMENTS. COLLECT DRILLING FLUID RETURNS IN THE ENTRANCE PIT, EXIT PIT, OR

SPOILS RECOVERY PIT. IMMEDIATELY CLEAN UP ANY DRILLING FLUID SPILLS OR OVERFLOWS FROM THESE PITS.

C. ENSURE ALL UTILITIES ARE LOCATED AND CLEARLY MARKED PRIOR TO START OF EXCAVATION OR DRILLING. DESIGN AND CONSTRUCT THE DRILL

ENTRANCE AND EXIT PITS.

D. DRILL ENTRANCE AND EXIT PITS ARE REQUIRED. MAINTAIN AT MINIMUM SIZE TO ALLOW ONLY THE MINIMUM AMOUNT OF DRILLING FLUID STORAGE

PRIOR TO TRANSFER TO MUD RECYCLING OR PROCESSING SYSTEM OR REMOVAL FROM THE SITE. DO NOT ALLOW DRILLING MUD TO FLOW

FREELY ON THE SITE OR AROUND THE ENTRANCE OR EXIT PITS. REMOVE SPILLED MUD AND RESTORE GROUND TO ORIGINAL CONDITION. WHEN

DRILLING NEAR WETLANDS OR WATER COURSES, PROVIDE SECONDARY CONTAINMENT TO PREVENT DRILLING FLUIDS FROM ENTERING THE

WETLANDS, AND SECURE WRITTEN APPROVAL OF SECONDARY CONTAINMENT PLAN FROM THE CONTRACTING OFFICER. ENSURE ENTRANCE AND

EXIT ANGLES AND ELEVATION PROFILE MAINTAINS ADEQUATE COVER TO REDUCE RISK OF DRILLING FLUID BREAKOUTS AND GROUND EXIT

OCCURS AS SPECIFIED HEREIN. ENSURE THAT ENTRANCE AND EXIT ANGLES GENERATE PULLBACK FORCES THAT DO NOT EXCEED 5 PERCENT

STRAIN ON THE POLYETHYLENE PIPE. MANDATORY PIPELINE COVER REQUIREMENTS ARE AS SHOWN IN APPENDIX A.

E. WALKOVER GUIDANCE SYSTEMS ARE NOT ACCEPTABLE; USE A MAGNETIC SURVEY TOOL LOCATOR INSTALLED BEHIND THE PILOT STRING

CUTTING HEAD AND AN ELECTRIC GRID (TRU-TRACKER) SYSTEM.

F. CONDUCT REAMING OPERATIONS AT THE CONTRACTOR'S DISCRETION. DETERMINE THE TYPE OF BACK REAMER TO BE UTILIZED BY THE TYPE OF

SUBSURFACE SOIL CONDITIONS THAT ARE ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE REAMER TYPE IS AT THE

CONTRACTOR'S DISCRETION.

G. FULLY ASSEMBLE THE ENTIRE PIPELINE TO BE INSTALLED VIA DIRECTION DRILL PRIOR TO COMMENCEMENT OF PULL BACK OPERATIONS.

SUPPORT THE PIPELINE DURING PULLBACK OPERATIONS IN A MANNER TO ENABLE IT TO MOVE FREELY AND PREVENT DAMAGE. INSTALL THE

PIPELINE IN ONE CONTINUOUS PULL. MINIMIZE TORSION STRESS BY USING A SWIVEL TO CONNECT THE PULL SECTION TO THE REAMING

ASSEMBLY. MAXIMUM ALLOWABLE TENSILE FORCE IMPOSED ON THE PULL SECTION IS NOT TO EXCEED 90 PERCENT OF THE PIPE

MANUFACTURER'S SAFE PULL (OR TENSILE) STRENGTH. IF THE PULL SECTION IS MADE UP OF MULTIPLE PIPE SIZE OR MATERIALS, THE LOWEST

SAFE PULL STRENGTH VALUE GOVERNS AND THE MAXIMUM ALLOWABLE TENSILE FORCE IS NOT TO EXCEED 90 PERCENT OF THIS VALUE.

MINIMIZE EXTERNAL PRESSURE DURING INSTALLATION OF THE PULLBACK SECTION IN THE REAMED HOLE. REPLACE DAMAGED PIPE RESULTING

FROM EXTERNAL PRESSURE AT NO COST TO THE GOVERNMENT. BUOYANCY MODIFICATION IS AT THE DISCRETION OF THE CONTRACTOR.

H. AFTER THE PRODUCT PIPE HAS BEEN SUCCESSFULLY INSTALLED, ALLOW THE PRODUCT PIPE TO RECOVER FOR 24 HOURS PRIOR TO

CONNECTION OF THE PIPELINE. ENSURE THAT A SUFFICIENT LENGTH OF THE PRODUCT PIPE HAS BEEN PULLED THROUGH THE HOLE SO THAT

THE PULL-NOSE IS NOT PULLED BACK INTO BORE HOLE DUE TO STRETCH RECOVERY OF THE PRODUCT PIPE.

I. MAINTAIN DRILLING LOGS THAT ACCURATELY PROVIDE DRILL BIT LOCATION (BOTH HORIZONTALLY AND VERTICALLY) AT LEAST EVERY 12 INCHES

ALONG THE DRILL PATH. IN ADDITION, KEEP LOGS THAT RECORD, AS A MINIMUM THE FOLLOWING, EVERY 15 MINUTES THROUGHOUT EACH DRILL

PASS, BACK REAM PASS, OR PIPE INSTALLATION PASS:

a) DRILLING FLUID PRESSURE

b) DRILLING FLUID FLOW RATE

c) DRILL THRUST PRESSURE

d) DRILL PULLBACK PRESSURE

e) DRILL HEAD TORQUE

MAKE ALL INSTRUMENTATION, READINGS, AND LOGS AVAILABLE TO THE CONTRACTING OFFICER AT ALL TIMES DURING OPERATION. TURN OVER

DRILLING LOGS TO GOVERNMENT WHEN DRILLING OPERATIONS ARE COMPLETED.

I. IMMEDIATELY UPON COMPLETION OF WORK, REMOVE ALL RUBBISH AND DEBRIS FROM THE JOB SITE. REMOVE ALL CONSTRUCTION EQUIPMENT

AND IMPLEMENTS OF SERVICE LEAVING THE ENTIRE AREA INVOLVED IN A NEAT CONDITION ACCEPTABLE OF THE CONTRACTING OFFICER.

IMMEDIATELY CLEAN "BLOW HOLES" OR "BREAKOUTS" OF DRILLING FLUID TO THE SURFACE AND RETURN THE SURFACE AREA TO ITS ORIGINAL

CONDITION. DISPOSE OF ALL DRILLING FLUIDS, SOILS, AND SEPARATED MATERIALS IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL

ENVIRONMENTAL REGULATIONS. SUBMIT AN ELECTRONIC COPY AND THREE HARD COPIES OF THE RECORD DRAWINGS TO THE CONTRACTING

OFFICER WITHIN FIVE DAYS AFTER COMPLETING THE PULL BACK. INCLUDE IN THE RECORD DRAWINGS A PLAN, PROFILE, AND ALL INFORMATION

RECORDED DURING THE PROGRESS OF THE WORK. CLEARLY TIE THE RECORD DRAWINGS TO THE PROJECT'S SURVEY CONTROL. MAINTAIN AND

SUBMIT UPON COMPLETION SIGNED COMPLETE WORK LOGS OF GUIDED DIRECTIONAL DRILL OPERATIONS.

12"

SURGE PROTECTIVE DEVICE NOTE:

SURGE PROTECTIVE DEVICES (SPD) SHALL BE LISTED IN ACCORDANCE W/ UL 1449, 3RD

EDITION AND SHALL BE A TYPE 1 DEVICE. SPD SHALL PROVIDE PROTECTION OF

LINE-NEUTRAL, LINE-GROUND, NEUTRAL-GROUND AND LINE-LINE. EACH MODE OF

PROTECTION SHALL BE FUSED W/ 200 KAIC SURGE RATED FUSES. SPD SHALL BE

FURNISHED W/ AN AUDIBLE ALARM, AN ALARM ON/OFF SWITCH AND AN ALARM PUSH TO

TEST SWITCH. MINIMUM SHORT CIRCUIT CURRENT RATING SHALL BE 200kA. MINIMUM

SURGE CURRENT RATING PER PHASE SHALL BE 300kA. VOLTAGE PROTECTION RATINGS

SHALL BE 800 VOLTS FOR LINE-NEUTRAL, 600 VOLTS FOR LINE-GROUND AND

NEUTRAL-GROUND. VOLTAGE PROTECTION RATING SHALL BE 1200 VOLTS FOR LINE-LINE.

SPD SHALL HAVE A MINIMUM EMI/RFI FILTERING OF -50dB AT 100kHz WITH AN INSERTION

RATIO OF 50:1 USING MIL-STD-220A METHODOLOGY. SPD SHALL BE PROVIDED WITH ONE

SET OF NO/NC CONTACTS, AND SHALL HAVE A FULL 10 YEAR WARRANTY. SPD SHALL HAVE

A NEMA 3R ENCLOSURE FOR OUTDOOR APPLICATIONS.

SPD

SURGE PROTECTIVE

DEVICE - SEE NOTE,

THIS SHEET.

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PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

OF 13

CP1018024

MULTIPLE

JRH

JRH/EWW

16 FEB 2018

E-601

S I N

G L

E

L

I N

E

D

I A

G R