LO

NG

HO

RN

TL

MA

RIN

A B

AY

DR

826

827

828

829

600

PROJECT LOCATION MAP

N

NO

RT

H

MA

G.

Sheet Description

Drawing Index

Sheet No.

G-001

G-001

TIT

LE

_S

HT

S.T

BL

G-002 HAUL ROUTE AND ABBREVIATIONS

G-003 GENERAL NOTES AND SYMBOLS LEGEND

RE

V

200 4000 100

FEET

G-001.dgn

PROJECT SITE

PROJECT NO: NVZR 11-0071

11-0071

DESIGN BUILD SOLICITATION%APPROVED 30 DOCUMENTS FOR

COVER SHEET AND DRAWING INDEX1

2

3

JGM

28

No

v 1

1

4

5

6

C-001

C-101

C-102

CIVIL SPECIFICATIONS

DEMOLITION SITE PLAN

UTILITY PLAN

DEMOLISH BLDG. 829

829

8820 SOUTH APRON

MACDILL AFB, FL 33621

C-901 FACILITY IMAGES7

Sheet 1 of 7

28 NOV 11

Sheet No.

Base Civil Engineer

Chief of Construction Management

Chief of Engineering

Facility I.D.

CADD Drawing Name:

Chief of Operations & Maintenance

Communications Squadron

Bioenvironmental

Security Forces

Environmental Engineering

Fire Department

Using Agency

Ground Safety

MACDILL AIR FORCE BASE, FLORIDA6th CIVIL ENGINEER SQUADRON

DA

LE

MA

BR

Y

TAMPA BAY

101 432 5

TAMPATO

CLEARWATER

TOST. PETERSBURG

MA

NH

AT

TA

N

GANDY BRIDGE

VICINITY MAP

4

275

275

KENNEDY

60

TAMPA

INTERNATL.

AIRPORT

HEN

DER

SON

HIL

LSB

ORO

UG

H B

AY

HAUL

MA

CD

ILL

BA

YSH

ORE

MACDILL AFB

MILES

N

NO

RT

H

MA

G.

ROUTE

PORTTAMPA

BASE CIVIL ENGINEERS

AND CONTRACTING

HOWARD FRANKLAND BRIDGE

NVZR:

O:\

DR

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ING

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11

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11

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40

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00

0 ’

/ I

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BLDG 30

Antiterrorism Force Protection

GOLF COURSE AVE

LO

NG

HO

RN

TL

MA

RIN

A B

AY

DR

McCLELLAND AVE

BA

YS

HO

RE

BL

VD

GOLF COURSE AVE

MA

RIN

A B

AY

DR

BA

YSH

OR

E B

LV

DTA

MPA

PO

INT B

LV

D

FLO

RID

A K

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S AV

E

TURN

STON

E AV

E

STA

FF CIR

CLE

HA

NG

AR L

OO

P DR

TIN

KE

R S

T

BAY

SHO

RE BLVD

HA

NG

AR L

OO

P DRIV

E

PINK

FLA

MIN

GO

AV

E

BRO

WN

PELICA

N A

VE

EA

GLE ST

AFF C

T

EA

GLE ST

AFF C

T

FLORIDA KEYS AVE

HER

ON

PL

HER

ON

PL

CO

ND

OR S

T

HILLSBOROUGH LOOP DR

SN

OW

Y E

GR

ET

ST

SN

OW

Y E

GR

ET

ST

RE

D H

IBIS

CU

S P

L

HILLSB

ORO

UG

H LO

OP D

R

CY

PR

ES

S S

TA

ND

ST

MA

RIN

A B

AY

DR

NIG

HTH

AW

K P

L

’E’ PL

HIL

LSBO

RO

UG

H L

OO

P DR

SE

CO

RD

AV

E

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PL

MA

RIN

A B

AY

DR

CEN

TCO

M A

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CO

ND

OR S

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RACCOON

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ZONE 7

AZA

LEA C

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APR

ON

ACCESS R

D

APR

ON

ACCESS R

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FLORIDA KEYS AVE

HILLSB

ORO

UG

H LO

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R

SE

MIN

OL

E I

ND

IAN

PL

HA

NG

AR LO

OP D

RIV

E

CY

PR

ES

S S

TA

ND

ST

MA

CD

ILL

AV

E

SEA SWALLOW AVE

MACDILL GATE

MA

CD

ILL

AV

E

NORTH BOUNDARY BLVD

BAYSHORE GATE

SOU

TH

BO

UN

DA

RY

BLV

D

ZEMKE AVE

TA

MP

A P

OIN

T B

LV

D

STA

FF CIR

CLE

TAMPA POINT BLVD

ADMINISTRATION AVE

OPERATIONS CT

MACHINE SHOP CT

ZEMKE AVE

GREAT EGRET AVE

ROYAL TERN AVE

BL

AC

KB

IRD

ST

KIN

GF

ISH

ER

ST

EMERGENCY DR

CH

INO

OK

DR

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/AP/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/AP/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/AP/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

P/A

NO

RTH

APR

ON

58

1137

57

1179

1354

1355

SKEET RANGE

OLD DUMP

1147

864

865

868

1150

867

1145

805

1179

1354

PAD, POWER CHECK WITH

NOISE SUPPRESORS (2 EA)

1355

SOUTHSHORE AVE

GOLF COURSE AVE

NO

RT

H G

OL

F C

OU

RS

E S

T

1205

8582

83

65

717

718

63I

63A

63C

63D

63F

63G

63

713

720

2005

1701

1705

1704

700

705

881

1882

SMALL ARMSRANGE

1885

1886

IRRIGATION FIELD No. 2

IRRIGATION FIELD No. 4

826

827

828

829

802

811 810 809

812 813 814

818819820

815

803

817839

822

821

825

830831832838840

836

835

834

833837849

846

845

843

844

804

7071

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847

79

7889

886

863

862

848

861

62

SOU

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N

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86

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721

723

701

ANTENNA

RADAR

69SAND

FILTER

706

1271

1750

1053

1051

1047

4

9

52

90

48

5

1069

925

926

930

1045

1079

1064

1066

1067

10721080

1068

1081

1071

2008

1065

1196

1195 1153

11941151

92

538529

530

531

536

535

499

552

6

500

510

175

3175

119

178

149

2151

151

153

3433

32

29

35

55

1

31

11

347

2

2022

189

5428

173

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26 25

143

3

180

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2717

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3847

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102

307

501

502 504 503

40

260

262

355

312

366

397

351

411

762

1203

1206

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304

303

373

372

740

741

742

297

293

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53

305

316

300

298

299

258

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51

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193

524

540

595 23

59820

1061

1062

1184

1359

378

377

376

375

201

934

1077

382

381

548

501B

WASHRACK

541

496

924

8612

8704

7903

7911

7914 7913

7911

7910

7904

8718

7901

7903

7905

7907

7909

79117913

7909

8204

2129

2127

2125

2123

2121

2117

2115

21132111

2110

2112

2114

2116

2118

21222126

2128

2130

2132

2134

2138

2136

2140

8401

7917

2106

2112

7706

2136

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POOL

827

1707

726

P/A

P/A

72

1100

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537

885

545

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7400

7404

7402

7406

74087410

74127414

74167418

7420

7422

7424

7426

74287430

74327434

74367438

74407442

74447446

7450

7448

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CHEV

RON

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7401

7403

7405

7407

74097411

7413

7415

74177419

7421

7423

7425

7427

74297431

74337435

7437

7439

7441

7443

2400

2401

2402

2403

24042405

2406

2407

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91

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1191

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703

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252

7030

1099

1702

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TAX

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G

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TAX

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TAX

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558

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887

550

HANGAR LOOP DR

295

8409

880

P/A

365

8430

8440

8450

8460 8470

263

39

8407

8405

8403

8401

8402

84048406

8408

8410

8401 8402

8403

84048406

8408

8410

8405

84078409

1811

1813

18091807

1804

1814

18161922

19061908

1918

19201802

18091807 1805

1803

1801

1802

1804

180618081810

84018403

8405

8407

8409

84108408

84068404

8402

1901

1903

1905

1907

1909

19101908

19061904

1902

85108512

8514

8516

8518

8520

8522

8524

8526

8528

8511

8513

8515

8517

8519

8521

8523

8525

CH

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ST

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FAC 900

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1506

1512

1518

1524

98

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64

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557

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1730

1731

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WET WEATHER

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OLD IRRIGATION FIELD

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WE

ST

BO

UN

DA

RY

ST

.

RENNER CT

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LEVITOW ST

P/A

1058

359

1090

724

LOADING

DOCK

894

483

CHEVRON PARK

NORTH

CHEVRON PARK

SOUTH469

THUNDER VILLAGE

(MILITARY ONLY

TRAINING AREA)

105

P/A

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HILLSBOROUGH BAY

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1092

1075

1084

10761070

1083

1073

TUSK

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T

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357

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1907/09

1903/05

1908/10

1904/06 1840/42

1836/381832/34

1828/30

1837/391825/27

1841/43

1821/23

1809/11

1805/07

1804/06

1609/11

1613/15

1617/19

1621/23

1625/27

1705/07

1737/391733/35

1729/311725/27

1721/23

1717/19

1713/15

1709/11

1610/12

1620/221624/26

1634/36

1708/10

1736/38

1829/31

1819/211815/17

1811/13

1810/121814/161818/20

2401/03

2402/04

2405/07

2409/11

2413/15

2417/19

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107

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BILLY MITCHELL LOOP

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TA

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TAX

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CLOSED

CLOSED

PAD, WARM-UP

AND HOLDING

1200

506A

3541

936

895896

897

907

PORT

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GATE

892

196

2254

2377

2378

2375

MAIN GATE

1089

1087

1086

HERITAGE PARK

995

SOCCER

497

DAVIS CONFERENCE

CENTER PIER

501A

TAX

IWA

Y E

2934

2040

2927

2149

15

1706

CENTCOM AVE

P/A

P/A

3070

P/A

18

9

12

10

11

18

17

14

9

8

16

12

5

7

11

3

4

6

15

17

10

13

2

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P/A

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TAX

IWA

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TAX

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564

567

P/A

7031

P/A

1887

287286

P/A

P/A

1420

1420

506E

BIR

DB

AT

HT

AX

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Y P

CL

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1199

686

P/A

562

63J

T 16

T 17

T 18

T 19

T 20

T 21

T 22

T 23

T 24

T 25

OL

EA

ND

ER

PL

565

203

253

LOADING

DOCK

807

3741

3742

915

P/A

296

MA

RAU

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R

CO

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TIO

N B

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8004

8006

8008

8010

8012

8016

8104

8106

8108

8112

8116

8120

8124

8204

8208

8212

8216

8218

8222

8226

8304

8308

8312

FORTRESS

DR

765

8007

8308

8310

8314

8320

8322

832420032005

8107

8105

8015

8013

8011

8009

8103

8105

8107

8109

8111

8103

8107

81248122

8118

8116

8114

8112

8110

8108

8106

8126

81308132

8134

8136

8119

8115

8111

8215

8217

8219

8221

8223

8225

8203

8207

8211

8215

8219

82068208

82108212

8216

8218

82208222

8224

8226

8228

8230

8232

8236

8234

8305

8307

8309

8311

8204

8206

8608

8233

8235

8237

86188616

86148612

8610

8203

8205

8225

82238221

82198217

82158211

8209

82078205

8204

8206

8504

8506

8508

85108512

8516

85228518/20

8524/26

8528

8530/32

8534/36

8540/4285448538

ROY HODE CT

BOYD CT

PITSENBARGER

CIR

8205

8206

8117

8119

8121

8123

8125

8127

8131

8135

8137

2004

2006

8442

84408438

84368434

8430

8426/28

8422/24

8416/18

8410/12

8406/08

8420

8414

8404

TA

MPA

POIN

T B

LV

D

CH

IEF

WH

ITE

CT

PHA

NT

OM

DR

HAWK

PARK

FAC 898

NORTH GOLF COURSE

FAC 1183

SOUTH GOLF COURSE

1054

P/A

156

501D

501E

1078

1041

367

1042

568

108

1044

GO

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SE AC

CESS R

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NORTH ASPEN DR

BL

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913

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19

599

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D

866

AM

ER

ICA

N

AV

OC

ET

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SOUTHSHORE AVE

ZE

MK

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GREAT EGRET AVE

ABBREVIATIONS

HA

UL

RO

UT

E A

ND

AB

BR

EV

IAT

ION

S

G-0022

HAUL ROUTE

ABOVE FINISH FLOOR A.F.F.

ALUMINUM ALUM

ASPHALT ASPH

BOTTOM BOT OR BT.

CENTER LINE CL

CIRCUIT CKT

COLUMN COL

CONCRETE CONC

CONCRETE MASONRY UNIT CMU

CONCRETE MONUMENT CM

CONSTRUCT/CONTROL JOINT CJ

CONTINUOUS CONT

COPPER CU

DETAIL DET

DIAGONAL DIAG

DIAMETER DIA

DIMENSION DIM

DUCTILE IRON PIPE DIP

ELECTRIC WATER COOLER E.W.C.

ELEVATION EL OR ELEV.

ELLIPTICAL REINFORCED CONCRETE PIPE ERCP

EXPANSION JOINT E.J.

EXTERIOR EXT

FEET FT

FIELD VERIFY F.V.

FIRE ALARM CONTROL PANEL FACP

FIRE ALARM TRANSCEIVER PNL FATP

FIRE EXTINGUISHER F.E.

FLOOR DRAIN F.D.

FLORIDA DEPT. OF TRANSPORTATION FDOT

FOOT FT

GALVANIZED GALV

GROUND GND

GROUND FAULT INTERRUPTER GFI

GYPSUM BOARD GYP BD

HIGH INTENSITY DISCHARGE HID

HOLLOW METAL HM

HORIZONTAL HORIZ

IN ACCORDANCE WITH IAW

INCH IN

INSIDE DIAMETER ID

INVERT INV

JOINT JT

KILOVOLT - AMPERES KVA

LIGHTWEIGHT LT WT

LIMEROCK L/R

LINEAR FEET LF

MANUFACTURER MANUF

MAXIMUM MAX

MEAN SEA LEVEL MSL

MECHANICAL MECH

MINIMUM MIN

NOT APPLICABLE N/A

NOT IN CONTRACT NIC

NOT TO SCALE NTS

ON CENTER O.C.

OUTSIDE DIAMETER O.D.

POLYVINYL CHLORIDE PVC

POUNDS LBS

PRESSURE TREATED P.T.

REINFORCED CONCRETE PIPE RCP

REINFORCING REINF

ROOF DRAIN RD

SECTION SECT

SIDEWALK S/W

SOLID CORE WOOD SCW

SPECIFICATION SPEC

SQUARE SQ

SQUARE FEET SF

STAINLESS STEEL SS

TEMPORARY BENCH MARK TBM

TYPICAL TYP

UNLESS NOTED OTHERWISE UNO

VINYL COMPOSITION TILE VCT

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NO

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INBOUND HAUL ROUTE FOR CONTRACTOR LABOR

IN NON-COMMERCIAL VEHICLES

INBOUND HAUL ROUTE FOR

COMMERCIAL VEHICLES

ROUTE FOR ALL

OUTBOUND VEHICLES

29 M

ar

11

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GENERAL NOTES (CONT.)

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GENERAL NOTES

1. EPA MINIMUM RECOVERED CONTENT PERCENTAGES FOR VARIOUS MATERIALS ARE GIVEN IN THE ACCOMPANYING

SCOPE OF WORK AND SUPPLEMENTAL GENERAL REQUIREMENTS. THE CONTRACTOR’S BID SUBMITTAL IS EXPECTED TO

INCLUDE ALL THE NEEDED PAPERWORK TO SUPPORT COMPLIANCE WITH THESE REQUIREMENTS FOR THE DESIGNATED

MATERIALS WHICH WILL BE USED IN THIS PROJECT. IF THERE ARE SPECIFIC MATERIALS SPECIFIED WITHIN THESE

DOCUMENTS THAT WILL NOT COMPLY WITH THESE "GREEN PROCUREMENT REQUIREMENTS", YOU MUST NOTIFY THE

GOVERNMENT IN YOUR BID SUBMITTAL PACKAGE.

2. THESE NOTES ARE APPLICABLE TO THE CONTRACTOR AND ITS SUBCONTRACTORS ON THIS PROJECT AND IT SHALL

BE THEIR RESPONSIBILITY TO ENSURE THAT EACH OF THEIR BIDS IS IN COMPLIANCE AND AGREEMENT WITH THE

REQUIREMENTS OF THESE DOCUMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL OF IT’S

SUBCONTRACTORS ARE FULLY INFORMED. THE CONTRACTOR HEREBY WARRANTS THAT ITS PROPERLY LICENSED,

INSURED, EXPERIENCED AND QUALIFIED TO PERFORM ITS RESPECTIVE DUTIES.

3. THE PROJECT IS LOCATED WITHIN THE JURISDICTION OF MACDILL AIR FORCE BASE, TAMPA, FL. AND FALLS

UNDER THE REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE, D.O.D. UFC’S, APPLICABLE GOVERNMENT

REGULATIONS AND ALL RELATED/ REFERENCED DOCUMENTS.

4. THESE DRAWINGS ARE SOMEWHAT DIAGRAMMATIC, AND ARE NOT INTENDED TO DEPICT EVERY DETAIL,

CONDITION, PIECE OF MATERIAL OR HARDWARE THAT EXISTS ON THE PROJECT. THEY SHOULD NOT BE SCALED FOR

DIMENSIONS. THE EXPERIENCE AND CONSTRUCTION KNOWLEDGE OF THE CONTRACTOR, DESIGNERS, AND JOBSITE

PERSONNEL MUST BE EXTENSIVE ENOUGH TO PROPERLY EVALUATE THE EXTENT OF WORK NECESSARY AND TO PERFORM

THE WORK IN ORDER TO RESULT IN A COMPLETE, WEATHER PROOF, FULLY FUNCTIONING, FINISHED PROJECT. THE

CONTRACTOR WILL BE EXPECTED TO ENSURE THE COMPREHENSIVENESS OF THEIR BID AND TO ACCOUNT FOR ANY LACK,

OR SHORTCOMINGS IN THE BIDS FROM THOSE ENTITIES UPON WHICH THEY WILL RELY TO PERFORM THE WORK. NEW

WORK WILL NEED TO BE ADJUSTED AS NECESSARY TO RESULT IN PROPER POSITIONING WITH RELATION TO EXISTING

CONDITIONS AND ELEMENTS AS WELL AS TO MAINTAIN COMPLIANCE WITH THE VARIOUS APPLICABLE CODES.

5. THE CONTRACTOR BY SUBMISSION OF ITS BID, ACKNOWLEDGES THAT HE HAS VISITED THE SITE OF THE

PROPOSED WORK AND THOROUGHLY FAMILIARIZED HIMSELF WITH THE NATURE AND EXTENT OF THE WORK TO BE DONE

AND IS CAPABLE OF PROVIDING THE FINAL DESIGN, AND LABOR, SUPERVISION, INSURANCES, COORDINATION, WORKER

DISCIPLINE AND CONTROL, SCHEDULING, EQUIPMENT, MATERIALS, SAFETY PROCEDURES, MEANS AND METHODS

REQUIRED TO RESULT IN A COMPREHENSIVE, COMPLETE, FUNCTIONING AND FINISHED PROJECT.

6. THOSE ITEMS REASONABLY INFERRED BY THESE DOCUMENTS, READILY APPARENT BY A THOROUGH SITE

INSPECTION AND / OR CUSTOMARILY REQUIRED FOR A PROJECT OF THIS SIZE AND TYPE WILL BE ASSUMED TO

HAVE BEEN INCLUDED BY THE CONTRACTOR, UNLESS SPECIFICALLY EXCLUDED.

7. ALL TRADES / WORKERS ARE EXPECTED TO COORDINATE THEIR WORK WITH THE OTHER TRADES / WORKERS

THROUGH THE CONTRACTOR. IN ORDER TO ENSURE PROPER SEQUENCING, PROPER TEMPORARY MEASURES,

PROPER SUPPORT FRAMING, PROPER MANPOWER, PROPER SURFACE PREPARATION FOR THE VARIOUS FINISHES AND

MATERIALS, THEREBY MINIMIZING CONFLICTS, DELAYS AND REWORK.

8. THE CONTRACTOR MUST TAKE ALL NECESSARY STEPS THROUGHOUT THE DURATION OF THE PROJECT TO PROPERLY

BARRICADE, WEATHERPROOF, SECURE THE PROJECT AS WELL AS PERFORM DAILY CLEAN-UP. ALL

CONSTRUCTION RELATED DEBRIS MUST BE PROPERLY DISPOSED OF OFF SITE.

9. UNLESS SPECIFIED OTHERWISE, ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND SHALL BEAR

UNDERWRITERS LABELS WHEN APPLICABLE.

10. IF MATERIALS, QUANTITIES, SIZES, GRADES, STRENGTHS CALLED FOR WITHIN THESE DOCUMENTS ARE IN

CONFLICT OR DO NOT AGREE CONSISTENTLY, THE BETTER, GREATER, LARGER QUANTITY OR HIGHER

QUALITY SHALL BE PROVIDED. ANY SUCH CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION, IN WRITING, OF

THE GOVERNMENT IMMEDIATELY UPON DISCOVERY.

11. UNACCEPTABLE WORK MUST BE REMOVED AND REDONE AT THE CONTRACTORS EXPENSE.

12. THE CONTRACTOR MUST PROVIDE COMPLETE SPECIFICATIONS AND ENGINEERING DATA FOR ANY PROPOSED

SUBSTITUTIONS, ALONG WITH ITS BID, IN ORDER FOR THE SUBSTITUTION TO BE CONSIDERED. REASON FOR THE

SUBSTITUTION MUST ALSO BE CLEARLY STATED AS WELL AS ANY COST DIFFERENTIAL.

THE INFORMATION CONTAINED IN THESE PLANS IS SCHEMATIC AND BASED ON AVAILABLE AS-BUILT INFORMATION.

THESE PLANS ARE NOT DETAILED FINAL DESIGNS, UNLESS NOTED AS 100%. FIELD VERIFICATION OF ALL EXISTING

UTILITIES AND FEATURES MUST BE PERFORMED PRIOR TO CONSTRUCTION START.

THE GOVERNMENT, AKIMA, AND IT’S SUBCONTRACTORS HAVE NO LIABILITY OR RESPONSIBILITY FOR THE INFORMATION

SHOWN ON THESE PLANS. THE CONTRACTOR DOES HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT,

AKIMA, IT’S SUBCONTRACTORS, REPRESENTATIVES, OFFICERS, AND EMPLOYEES FROM ANY AND ALL LIABILITIES, CLAIMS,

OBLIGATIONS, JUDGEMENTS, SUITS, COSTS, DAMAGES, EXPENSES, ATTORNEYS’ FEES, INCURRED OR PAID, ARISING OUT

OF, OR ON ACCOUNT OF ANY ERRORS OR OMISSIONS, OR ANY OTHER DAMAGES OF WHATSOEVER NATURE AND KIND, ARISING

FROM OR ON ACCOUNT OF THE USE OF THE CONCEPT DESIGN.

13. UNLESS NOTED OTHERWISE, NEW MATERIALS, SUBSTRATES, FINISHES ARE EXPECTED TO MATCH THE EXISTING

TO WHICH THEY ARE ADJACENT OR JUXTAPOSED TO, WITH APPROPRIATE TRANSITIONS TO MAINTAIN CONTINUITY

AND INTEGRITY OF THE MATERIAL AND / OR SYSTEM.

14. THE CONTRACTOR AND ITS SUBCONTRACTORS ARE EXPECTED TO BE KNOWLEDGEABLE IN THEIR TRADES AND WELL

INFORMED REGARDING ALL THE MANY NECESSARY ITEMS REQUIRED TO PERFORM THE WORK. ANY QUESTIONS REGARDING

THIS WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT, IN WRITING. ALL ITEMS LISTED

MAY NOT OCCUR IN EVERY PROJECT, BUT ARE INTENDED TO GIVE THE CONTRACTOR INFORMATION REGARDING THE

EXPECTED COMPREHENSIVENESS OF THEIR BID.

15. ALL FINISHED WORK MUST BE PROPERLY PROTECTED FROM DAMAGE.

16. THE MACDILL DESIGN GUIDE SHALL BE CONSIDERED TO BE A PART OF THESE NOTES AS IF INCLUDED HEREIN.

SCHEMATIC DESIGN:JG

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1

X X

ELEVATION SYMBOL

SECTION SYMBOL

SECTION LETTER

DETAIL NUMBER

DETAIL SYMBOL

INDICATES DIRECTION OF

CUTTING PLANE (TYP.)

ELEVATION LETTER

X X

X X

SYMBOLS LEGEND

SHEET NUMBER WHERE SHOWN

SHEET NUMBER WHERE SHOWN

SHEET NUMBER WHERE SHOWN

SHEET NUMBER REFERENCED FROM

SHEET NUMBER REFERENCED FROM

SHEET NUMBER REFERENCED FROM

ROOM NUMBER/NAME

OFFICE

TITLEELEVATION/

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DETAIL TITLE

SHEET NUMBER WHERE SHOWN

PLAN NUMBER

X-XXX X-401

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SHEET NUMBER REFERENCED FROM

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MDXX-XXXX

ACTIVE MONITORING WELL

ABANDONED MONITORING WELL

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9. TREES, PALMS AND SHRUBBERY IMMEDIATELY ADJACENT TO THE EXISTING BUILDING

(WHERE PRESENT) MAY BE SALVAGED BY MACDILL PERSONNEL PRIOR TO START OF THE

DEMOLITION. ALL REMAINING PLANTINGS IMMEDIATELY ADJACENT TO THE BUILDING

SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL LANDSCAPING NOT

SPECIFICALLY DESIGNATED TO BE REMOVED SHALL BE PROTECTED BY THE CONTRACTOR.

10. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO ADJACENT CURBING, SIDEWALKS,

PARKING LOTS, UTILITIES, ETC. THAT ARE NOT SPECIFICALLY SHOWN ON THE DRAWINGS

OR DESCRIBED TO BE DEMOLISHED AT NO ADDED EXPENSE TO AKIMA OR GOVERNMENT.

11. PROVIDE TOP SOIL FILL TO COVER THE DEMOLITION AREA, GRADE SITE TO DRAIN, AND

SOD DISTURBED AREAS. GRADE THE SITE TO POSITIVELY DRAIN AND SLOPE TO THE

ADJACENT STORMWATER COLLECTION SYSTEM. NO PONDING OF STORMWATER WILL BE

PERMITTED.

12. IRRIGATION (IF PRESENT):

* FIELD VERIFY THE IRRIGATION ZONES AFFECTED BY THE DEMOLITION OF THE BUILDING.

ISOLATE THE ZONES THAT WILL BE DISTURBED BY THE DEMOLITION AND REMOVE THE

PIPING TO THE EXTENT PRACTICAL. CUT THE PIPING AT THE SOLENOID VALVE CONTROLS

AND CAP PIPING THAT IS TO REMAIN.

* FOLLOWING THE DEMOLITION VERIFY THAT THE IRRIGATION SYSTEM THAT WAS TO

REMAIN STILL OPERATES PROPERLY. MAKE REPAIRS AS NECESSARY.

* IRRIGATE THE SOD FOR A PREIOD OF 6 WEEKS EITHER USING A TEMPRARY IRRIGATION

SYSTEM OR BY MANUAL PERIODIC IRRIGATION.

13. SOD ALL AREAS DISTURBED WITH ARGENTINE BAHIA SOD. THE SOD SHALL BE GRADUALLY

CUT INTO THE EXISTING GRADE SO THAT THE SURFACE TRANSITION BETWEEN THE EXISTING

AND THE NEW SOD MATCH.

14. THE LOCATION OF UTILITY TERMINATIONS WILL BE ACCURATELY SHOWN ON THE FINAL

AS-BUILT DRAWINGS. FINAL AS-BUILT DRAWINGS WILL BE TURNED OVER TO AKIMA AT THE

COMPLETION OF THE DEMOLITION WORK.

4

DEMOLITION NOTES

1. THE CONTRACTOR SHALL INSTALL A SILT FENCE (FDOT DESIGN STANDARDS,

INDEX 102) AND CONSTRUCTION FENCE AROUND THE CONSTRUCTION PRIOR

TO PROCEEDING WITH ANY OF THE DEMOLITION WORK.

2. THE DEMOLITION SHALL PROCEED IN A MANOR THAT WILL MINIMIZE NOISE

AND DUST. THE DUST SHALL BE MINIMIZED WITH THE USE OF WATER SPRAY

OR OTHER APPROVED METHOD.

3. THE BUILDING POTENTIALLY MAY HAVE ASBESTOS CONTAINING BUILDING

MATERIALS (ACBM), AND/OR LEAD BASED PAINT. THE CONTRACTOR SHALL

THOROUGHLY REVIEW THE COMPREHENSIVE ASBESTOS INVESTIGATION

REPORT BEFORE SUBMITTING HIS BID. THE CONTRACTOR’S BID SHALL

INCLUDE COMPLETE ABATEMENT AND DISPOSAL WORK OF THE ACBMS.

THE CONTRACTOR SHALL HIRE AN ENVIRONMENTAL ABATEMENT

CONTRACTOR TO REMOVE AND DISPOSE OF THE ACBMS. THE CONTRACTOR

SHALL HIRE AN INDEPENDENT CONSULTING FIRM TO PERFORM ENVIRON-

MENTAL MONITORING SERVICES DURING THE ABATEMENT WORK. THE

MONITORING AND ABATEMENT WORK SHALL BE PERFORMED IN STRICT

COMPLIANCE WITH MILITARY, EPA, AND OTHER APPLICABLE ENVIRONMENTAL

REGULATIONS. WASTE DISPOSAL MANIFEST RECORDS SHALL BE TURNED OVER

TO AKIMA AT THE COMPLETION OF THE DEMOLITION WORK.

4. THE CONTRACTOR SHALL COMPLETE AND SUBMIT THE FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION FORM ENTITLED "NOTICE OF ASBESTOS

RENOVATION OR DEMOLITION" AND PAY ALL OF THE ASSOCIATED SUBMISSION

FEES.

5. COPIES OF AVAILABLE RECORD DRAWINGS, IF AVAILABLE, CAN BE PROVIDED

AS AN INDICATION OF EXISTING CONDITIONS.

6. REMOVAL OF UTILITY SERVICES (WHERE PRESENT):

* THE CONTRACTOR SHALL COORDINATE WITH AKIMA AND FGUA SHOPS

BEFORE PERFORMING UTILITY TERMINATIONS.

* THE UNDERGROUND UTILITIES ARE SHOWN TO THE BEST INFORMATION

AVAILABLE. FIELD VERIFICATION BY THE CONTRACTOR WILL BE REQUIRED.

* THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ACTUAL LOCATIONS OF

UTILITIES, AND PROCEED WITH DISCONNECTION OF SERVICES AS REQUIRED

TO MEET FIELD CONDITIONS.

* REMOVE THE SANITARY SEWER SERVICE LATERAL AT THE GRAVITY SEWER

CONNECTION AND PLUG CONNECTION IN ACCORDANCE WITH STANDARD

PRACTICE.

* REMOVE, CAP, AND TERMINATE THE POTABLE WATER AND NATURAL GAS

PIPING SERVICES AT THE SUPPLY MAINS.

* REMOVE THE ELECTRICAL POWER CONNECTION BACK TO THE MAIN OVERHEAD

DISTRIBUTION SYSTEM. AKIMA WILL DISCONNECT THE ELECTRICAL POWER AT

THE POLE.

* MACDILL AFB COMM WILL REQUIRE 30 DAYS NOTICE TO ALLOW THEM TO

REMOVE THEIR EQUIPMENT. ANY EQUIPMENT REMAINING AFTER THE 30 DAYS

NOTICE WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE

REMOVED AND DISPOSED IN ACCORDANCE WITH STANDARD PRACTICE.

THE REMAINING CONNECTION TO THE MACDILL AFB SYSTEM WILL BE REMOVED

BY A QUALIFIED CONTRACTOR THROUGH COORDINATION WITH COMM.

* COORDINATE WITH THE CATV VENDOR (BRIGHTHOUSE) AND THE TELEPHONE

VENDOR (VERIZON) PRIOR TO START OF AND DEMOLITION SO THAT THEY CAN

REMOVE THEIR EQUIPMENT AND CONNECTION TO THE DORMITORY.

* DISCONNECT AND REMOVE THE IRRIGATION SYSTEM TO THE EXTENT PRACTICAL

WERE NOT REQUIRED TO BE UTILIZED AS PART OF THE PROJECT PERMANENT

IRRIGATION SYSTEM.

7. DEMOLISH THE EXISTING BUILDING, AS SHOWN ON THE DRAWINGS, RELATED

DRAWING INSTRUCTIONS, TECHNICAL SPECIFICATION SECTION 02060, AND THESE

SPECIFICATIONS. THE CONTRACTOR SHALL DEMOLISH AND DISPOSE OF ALL

STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL BUILDING COMPONENTS

8. THE DEMOLITION WILL INCLUDE THE STRUCTURE AND FOUNDATION. REMOVE

FOUNDATION WALLS AND FOOTINGS.

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SCALE: 1"= 20’

DEMOLITION SITE PLAN

PROTECT LIGHT

AND BOLLARDS

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FENCE

TRANSFORMER AND

BOLLARDS

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LEGEND:

STADIUM LIGHT

CONSTRUCTION FENCE

DEMO LIMITS

829

GENERAL NOTES:

KEYNOTES:

1. CONTACTOR SHALL EXERCISE EXTREME CARE TO

PREVENT ANY POTENTIAL F.O.D. MATERIAL FROM

SPILLING OUTSIDE OF THE CONSTRUCTION FENCED

AREA. IF ANY F.O.D. MATERIAL SPILLS OUTSIDE

OF THE FENCED AREA THE CONTRACTOR SHALL

NOTIFY THE INSPECTOR IMMEDIALTELY. THE

INSPECTOR SHALL COORDINATE THE SPILL WITH

AIRFIELD OPERATIONS AND THE CONTRACTOR

SHALL CLEAN UP THE F.O.D. AS DIRECTED.

2. UPON COMPLETION OF THE DEMOLITION WORK THE

CONTRACTOR SHALL THOROUGHLY POWER SWEEP THE

ENTIRE PROJECT AREA AND OUTSIDE OF THE

IMMEDIATE CONSTRUCTION AREA TO ASSURE THAT

ALL POTENTIAL F.O.D. MATERIAL HAS BEEN

REMOVED.

3. THE APPARENT CONSTRUCTION DRAWINGS INDICATE

THAT THE STRUCTURE WAS CONSTRUCTED ON TO TOP

OF THE EXISTING CONCRETE APRON PAVEMENT.

4. CAREFULLY REMOVE THE BUILDING STRUCTURE AND

ANY CONCRETE BUILDING SLAB MATERIAL SO THAT

THE EXISTING APRON SLAB WILL RECEIVE MINIMUM

DAMAGE.

5. CUT ANY PROTRUDING STEEL, ANCHORS, UTILITIES,

ETC. TO AT LEAST 2-INCHES BELOW THE APRON

CONCRETE.

6. PATCH ANY DAMAGE TO THE EXISTING CONCRETE

APRON SLAB SURFACE WITH AN EPOXY MORTAR

APPROVED FOR CONCRETE REPAIR. AS A MINIMUM

THE MORTAR SHALL BE OF MATERIAL LISTED ON THE

FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED

MATERIAL LIST.

7. RE-CUT, CLEAN AND RESEAL ALL CONCRETE JOINTS

UNDER THE BUILDING AND TO 5-FEET OUTSIDE OF

THE REMOVED BUILDING SLAB.

INSTALL TEMPORARY CONSTRUCTION FENCE, MAINTAIN

THE FENCE FOR THE DURATION OF THE DEMOLITION

AND REMOVE THE FENCE AFTER DEMOLITION.

DISCONNECT AND SALVAGE THE EXISTING

TRANSFORMER.

DEMOLISH BUILDING AND FOUNDATION.

CONTRACTOR WILL BE PERMITTED TO CONSTRUCT

OPENING IN EXISTING PERIMETER FENCE. OPENING

IN FENCE SHALL BE REPAIRED AFTER DEMOLITION

IS COMPLETE TO EXISTING OR BETTER CONDITION.

26

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WxWxSSxSSxSSxSSxFMxFMxGxGxGxGxSDxSDxSDxSDxCPCPExExExuExuCxCxCxuCxuWxWx

828

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx

FH A3-26

FHY144

1"

SDxSDxSDx

GI

ExExExExExExExExExExExExExExExuExuExuExuExuExuExuExuExuExuExu

1-500

1-300

GxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxuCxu

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UTILITY PLAN

5

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CONDENSATE

DRAIN (3")

DRYWELL FOR

CONDENSATE LINE

AIRFIELD PARIMETER

FENCE

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LEGEND

WATER LINE

WATER, ABANDONED

SANITARY SEWER LINE

SANITARY SEWER, ABANDONED

FORCE MAIN

FORCE MAIN, ABANDONED

NATURAL GAS LINE

NATURAL GAS, ABANDONED

STORM DRAIN PIPING

STORM DRAIN, ABANDONED

CULVERT

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

OVERHEAD COMM

UNDERGROUND COMM

LIGHTING ELECTRICAL

829

KEYNOTES:

6

4 M

ay 1

1

DISCONNECT THE ELECTRICAL SERVICE AT

THE POWER POLE, REMOVE CABLE, AND

REMOVE DUCT FROM THE POLE. COORDINATE

THE DISCONNECTION WITH THE MACDILL

AFB ELECTRICAL DEPARTMENT.

SALVAGE THE EXISTING TRANSFORMER AND

TRANSPORT IT TO A LOCATION TO BE

DESIGNATED WITHIN THE LIMITS OF

MACDILL AFB.

THE LOCATION OF THE "COMM" LINE

SHOWN IS UNCERTAIN.

DISCONNECT THE WATER SERVICE AT THE

WATER MAIN. INSTALL A PLUG AT THE

MAIN. THE CORPORATION STOP IF PRESENT

MAY REMAIN.

THE CONTRACTOR SHALL COMPLETE FGUA

UTILITY TERMINATION REQUEST FORM AND

PAY ASSOCIATED FEES

ABANDON THE PIPE. THE DUCT UNDER THE

PAVEMENT MAY REMAIN. ANY PIPE OR

DUCT 3-INCHES AND LARGER SHALL BE

GROUTED.

REMOVE DRYWELL AND BACK FILL

REMOVE OVERHEAD UTILITY CONNECTIONS

BETWEEN B828 & B829

Date

Description

Date

:

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