Attach_1_-_DBEH_17-1612_ELEC_REDUND_-_FINAL_DWGS_REV1.pdf

A

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PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED

IN ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING

OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

X

X

X

X

X

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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P

P

R

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DBEH 17-1612

REPAIR ELECTRICAL REDUNDANCY SYSTEM

CCAFS, HQ 85125

TRUE

NORTH

N

G-001

L O

C A

T I O

N

M

P

D E

X

PROJECT LOCATION

DRAWING INDEX

Sheet Number Sheet Title REV

G-001 LOCATION MAP & INDEX

G-002 GENERAL NOTES & LEGENDS

G-003 PHASING PLAN - PART 1

G-004 PHASING PLAN - PART 2

G-005 PHASING PLAN - PART 3

CIVIL

C-001 CIVIL GENERAL NOTES & SYMBOLS

C-101 EXISTING CONDITIONS AND DEMOLITION PLAN

C-102 CIVIL SITE PLAN

C-501 CIVIL DETAILS

C-502 STORMWATER POLLUTION PREVENTION PLAN I

C-503 STORMWATER POLLUTION PREVENTION PLAN II

ELECTRICAL

E-001 GENERAL NOTES & SYMBOLS

ED-101 ELECTRICAL DEMOLITION SITE PLAN

ED-102 ELECTRICAL DEMOLITION FLOOR PLAN

ED-103 CONTROLS DEMOLITION FLOOR PLAN

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL FLOOR PLAN

E-103 GROUNDING SITE PLAN

E-104 CONTROLS SITE PLAN

E-601 ELECTRICAL SINGLE LINE DIAGRAM

E-602 CONTROLS SINGLE LINE DIAGRAM

LOCATION MAP

SCALE: N.T.S.

NOTE: PROJECT AREA DOES NOT REQUIRE FDEP NPDES PERMIT;

HOWEVER, A SWPPP IS REQUIRED.

1. CONSTRUCTION ACTIVITIES AND PLANNED OUTAGES MUST BE COORDINATED WITH THE CONTRACTING

OFFICER TO MINIMIZE IMPACT TO FACILITY OPERATIONS.

2. CONTRACTOR WILL PLAN ALL WORK AND PROVIDE ADDITIONAL LABOR, EXTEND SHIFTS, WORK

NON-STANDARD HOURS, PROVIDE TEMPORARY NORMAL AND STAND-BY POWER IF REQUIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT TO ENSURE THE FACILITY IS FULLY OPERATIONAL AND HAS

ELECTRICAL REDUNDANCY DURING OPERATION HOURS.

3. CONTRACTOR MUST BE RESPONSIBLE FOR TESTING CONCRETE FOR ASBESTOS PER SPECIFICATION 01

57 19 TEMPORARY ENVIRONMENTAL CONTROLS PRIOR TO CUTTING OPERATIONS FOR DISPOSAL OF

STRUCTURES SHOWN TO BE REMOVED OR DEMOLISHED.

4. CONTRACTOR MUST COORDINATE WITH 45 CEIE PRIOR TO CONSTRUCTION ACTIVITIES FOR A GOPHER

TORTOISE SURVEY.

5. A REQUEST FOR FDEP PERMIT CLEARANCE MUST BE APPROVED PRIOR TO PLACING NEW GENERATOR

INTO SERVICE. PROVIDE 45 DAY NOTIFICATION PRIOR TO INSTALLATION OF ANY STORAGE TANK AND

SEVEN (7) DAY NOTIFICATION PRIOR TO PLACING FUEL IN STORAGE TANKS.

6. DURING DEMOLITION, THE EXISTING ELECTRICAL EQUIPMENT, MATERIALS AND ACCESSORIES THAT ARE

TO BE REMOVED BELONG TO THE BASE OPERATIONS SUPPORT CONTRACTOR FOR FIRST RIGHT OF

REFUSAL TO KEEP AS SPARE PARTS; THE CONTRACTOR SHALL COORDINATE THESE ITEMS WITH THE

BASE OPERATIONS SUPPORT CONTRACTOR.

ABBREVIATIONS:

LEGEND:

BENCHMARK LOCATION

EXISTING POST-INDICATOR VALVE

EXISTING VALVE

EXISTING BACKFLOW PREVENTION

EXISTING FIRE HYDRANT

EXISTING COMMUNICATI0NS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER HANDHOLE

EXISTING LIGHT POLE

EXISTING WET WELL VENT

EXISTING HOSE BIBB

CONCRETE BOLLARD

METAL BOLLARD

LIFT STATION CONTROL PANEL

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EXISTING RIP RAP RETENTION WALL

EXISTING SOD AREA

AREA TO BE DEMOED

EXISTING VEGETATION

C

E

SM

S

V

BLG

SF

EFF

CHT

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

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D A

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4 5

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SHEET

IDENTIFICATION

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N el so nE ng in ee ri ng C o.

r h o d i t

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P A

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G-002

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D S

GENERAL NOTES:

AC ASBESTOS CEMENT

AF AIR FORCE

APPOX. APPROXIMATE

ARCHEO. ARCHEOLOGICAL

AWG AMERICAN WIRE GAUGE

BLG BUILDING

CCAFS CAPE CANAVERAL AIR FORCE STATION

CEIE DEPARTMENT OF CIVIL, ENVIROMENTAL AND INFRASTRUCTURE ENGINEERING

CHT COLLECTION, HOLDING AND TRANSFER

COMM COMMUNICATION

CX COMPLEX

DI DUCTILE IRON

DOM. DOMESTIC

EOP EDGE OF PAVEMENT

ERP ENVIRONMENTAL RESOURCE PERMIT

ESP ELECTRIC SERVICE PANEL

ET ELECTRIC TRANSFORMER

ETR EXISTING TO REMAIN

FBE FUSION BONDED EPOXY

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FE FLANGED END

FL FLANGED

FM FORCEMAIN

FRP FIBERGLASS REINFORCEMENT POLYESTER

HB HOSE BIB

HDPE HIGH DENSITY POLYETHYLENE PIPE

HGR HANGAR

HH HANDHOLE

HS HYDRANT STATION

LF LINEAR FEET

LS LIFT STATION

IND. INDUSTRIAL

MIN. MINIMUM

MJ MECHANICAL JOINT

MH MANHOLE

MMH MISCELLANEOUS MANHOLE

MTL. METAL

NEC NATIONAL ELECTRICAL CODE

NO. NUMBER

NOI NOTICE OF INTENT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

O.C. ON CENTER

OPS OPERATIONS

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RSC GALVANIZED RIGID STEEL CONDUIT

SCH SCHEDULE

SSMH SANITARY MANHOLE

SSHH SANITARY HANDHOLE

SW SOUTHWEST

SWPPP STORMWATER POLLUTION PREVENTION PLAN

SQ. SQUARE

SSx SANITARY SEWER PIPE

TWWTP TRIDENT WASTEWATER TREATMENT PLANT

TYP. TYPICAL

VP VALVE PIT

UG UNDERGROUND

WW WET WELL

EXISTING ABANDON WATER

EXISTING FIRE WATER

EXISTING POTABLE WATER

EXISTING UG ELECTRIC

EXISTING AERIAL ELECTRIC

EXISTING COMMUNICATION

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER FORCE MAIN

EXISTING NATURAL GAS

EXISTING STORM DRAIN

EXISTING EFFLUENT

EXISTING FENCE LINE

EXISTING ABANDONED IN PLACE

EXISTING CONTOURS

NEW SILT FENCE

NEW SANITARY SEWER FORCE MAIN

NEW WATER

NEW BILGE

NEW SANITARY SEWER

NEW COLLECTION, HOLDING AND TRANSFER

SAWCUT

13.2KV

FED FROM SOUTH SUBSTATION

EXISTING

MV SWITCH DLIG3

15KV

600A

13.2KV

FED FROM NORTH SUBSTATION

EXISTING

GENERATOR

TAP BOX-1

G

EXISTING GENERATOR

4160VAC

1000KW

EXISTING 1SWB1

480VAC

2000A

3PH 3W

350A

/3P

EXISTING 1CSWB1

480VAC

600A

3PH 3W

EXISTING LOADS

GEN BREAKER

/3P

EXISTING LOADS

EXISTING

UTILITY MAIN

2000A

/3P

EXISTING

GEN MAIN

2000A

/3P

E N

EXISTING

ATS-1

400A

L

N E

L

EXISTING

ATS-2

400A

EXISTING

CBKR-1

350A

/3P

EXISTING

CBKR-2

350A

/3P

EXISTING

GENERATOR

TAP BOX-2

4160VAC

480/277VAC

T-GEN

EXISTING

13.2KV

480/277VAC

DLOC1

EXISTING

225KVA

13.2KV

480/277VAC

DLOI2

EXISTING

1500KVA

SPECIFIC NOTES:

1. SINGLE LINE DIAGRAM SHOWN FOR PROJECT ELECTRICAL PHASING PURPOSES ONLY. REFER

TO SHEET E-601 FOR FINAL ELECTRICAL SYSTEM CONFIGURATION, CONDUIT, AND CONDUCTOR

INFORMATION.

2. CONSTRUCTION ACTIVITIES AND PLANNED OUTAGES MUST BE COORDINATED WITH THE

CONTRACTING OFFICER TO MINIMIZE IMPACT TO FACILITY OPERATIONS.

3. CONTRACTOR WILL PLAN ALL WORK AND PROVIDE ADDITIONAL LABOR, EXTEND SHIFTS, WORK

NON-STANDARD HOURS, PROVIDE TEMPORARY NORMAL AND STAND-BY POWER IF REQUIRED

AT NO ADDITIONAL COST TO THE GOVERNMENT TO ENSURE THE FACILITY IS FULLY

OPERATIONAL AND HAS ELECTRICAL REDUNDANCY THROUGHOUT CONSTRUCTION.

4. ELECTRICAL PHASING IS NOTIONAL AND FOR CONTRACTOR INFORMATION PURPOSES ONLY.

CONTRACTOR MUST DEVELOP AN INDEPENDENT ELECTRICAL PHASING PLAN BASED ON

CONSTRUCTION SCHEDULE AND MEANS AND METHODS EMPLOYED. SUBMIT PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING WORK. REFER TO PROJECT

PHASING NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION.

PHASING NOTES:

1. DEMOLISH CONDUCTORS FEEDING SWITCHBOARD 1CSWB1 FROM ATS-2.

2. DEMOLISH CONDUCTORS FROM 350A CIRCUIT BREAKER IN SWITCHBOARD 1SWB1

SUPPLYING ATS-1.

3. RE-SUPPLY SWITCHBOARD 1CSWB1 FROM SWITCHBOARD 1SWB1 USING 350A CIRCUIT

BREAKER PREVIOUSLY FEEDING ATS-1.

4. DEMOLISH ATS-1, ATS-2, CBKR-1, CBKR-2, TRANSFORMER DLOC1 AND GENERATOR TAP BOX-2

AS INDICATED IN ELECTRICAL DRAWINGS.

5. INSTALL KEYED MECHANICAL INTERLOCKS ON SWITCHBOARD 1SWB1 MAIN BREAKERS AS

INDICATED IN ELECTRICAL DRAWINGS.

6. REFER SHEETS G-004 AND G-005 FOR INSTALLATION PHASING.

NEW WORK AREA

DEMOLITION AREA

SYMBOLS:

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

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S U

B M

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B

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V I E

W E

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B

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D A

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4 5

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SHEET

IDENTIFICATION

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F

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D E

L I V

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Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

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C T

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B

K

O L A

K

G-003

P H

A S

I N

G

P

L A

N

P

A R

T

EXISTING

MV SWITCH DLIG4

15KV

600A

EXISTING

MV SWITCH DLOI2

15KV

600A

PHASING PLAN - PART 1

SCALE: N.T.S.

KEYED

MECHANICAL

INTERLOCK

EXISTING

MV SWITCH DLOI2

15KV

600A

EXISTING 1CSWB1

480VAC

600A

3PH 3W

EXISTING LOADS

13.2KV

FED FROM NORTH SUBSTATION

G

TEMPORARY ROLL-UP

GENERATOR

480VAC

600KW

EXISTING

GENERATOR

TAP BOX

EXISTING 1SWB1

480VAC

2000A

3PH 3W

350A

/3P

EXISTING LOADS

EXISTING

UTILITY MAIN

2000A

/3P

EXISTING

GEN MAIN

2000A

/3P

GEN BREAKER

/3P

13.2KV

480/277VAC

DLOI2

EXISTING

1500KVA

SPECIFIC NOTES:

PHASING NOTES:

1. INSTALL NEW 600KW, 480VAC, 3PH 3W TEMPORARY ROLL-UP GENERATOR TO REPLACE

EXISTING 4160VAC GENERATOR AND GENERATOR TRANSFORMER.

A. TEMPORARY GENERATOR WILL BE INSTALLED, TESTED AND APPROVED BY CONTRACTING

OFFICER PRIOR TO DECOMMISSIONING OF EXISTING GENERATOR.

B. TRANSITION GENERATOR CONTROL START SIGNAL FROM EXISTING GENERATOR TO

TEMPORARY GENERATOR.

C. DECOMMISSION AND REMOVE EXISTING 1000KW, 4160VAC GENERATOR AS INDICATED IN

ELECTRICAL DRAWINGS. COORDINATE WITH CONTRACTING OFFICER TO OBTAIN THE

CORRECT PAPERWORK AND CONFIRM DISPOSAL OF GOVERNMENT PROPERTY.

2. INSTALL NEW TRANSFORMER TB, ECB MAIN B, PERMANENT GENERATOR, ATS-A, ATS-B, TA

BYPASS MTS, SCADA ENCLOSURE, FIBER OPTIC LINE, RELOCATED METER E02 AND CONTROLS

AS INDICATED IN ELECTRICAL DRAWINGS.

A. INSTALL B-SIDE NEUTRAL CONDUCTORS TO EXISTING SWITCHBOARD 1SWB1 AND COIL

WITH SUFFICIENT LENGTH OF CONDUCTORS FOR FUTURE BONDING WITH A-SIDE NEUTRAL

CONDUCTORS INSTALLED IN PART 3.

3. TRANSITION NORMAL AND STAND-BY POWER SOURCES FROM EXISTING TRANSFORMER TA

AND TEMPORARY GENERATOR TO NEW TRANSFORMER TB AND PERMANENT GENERATOR VIA

ATS-B AND TA BYPASS MTS TO EXISTING SWITCHBOARD 1SWB1.

A. NEW EQUIPMENT WILL BE INSTALLED, INTERFACED WITH SCADA SYSTEM, TESTED AND

APPROVED BY CONTRACTING OFFICER PRIOR TO DECOMMISSIONING OF EXISTING

EQUIPMENT.

B. SET EXISTING SWITCHBOARD 1SWB1 CONTROLS TO MANUAL MODE, OPEN UTILITY MAIN

CIRCUIT BREAKER AND CLOSE GEN MAIN CIRCUIT BREAKER PRIOR TO TRANSITIONING TO

NEW EQUIPMENT.

C. ONCE TRANSITION TO NEW EQUIPMENT IS COMPLETE RE-LABEL EXISTING UTILITY MAIN

AND GEN MAIN CIRCUIT BREAKERS TO MAIN-1 AND MAIN-2 RESPECTIVELY.

4. DECOMMISSION AND REMOVE TEMPORARY GENERATOR.

6. REFER SHEETS G-003 AND G-005 FOR INSTALLATION PHASING.

NEW WORK AREA

DEMOLITION AREA

PHASING SYMBOLS:

G

EXISTING GENERATOR

4160VAC

1000KW

GEN BREAKER

/3P

4160VAC

480/277VAC

T-GEN

EXISTING

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C

C A

F S

N T

R A

F

A D

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

E

C T

R I C

D

U N

D A

N

A

F S

H

Q

N E

L S

O N

E N

G I N

E E

R I N

G

M

G

O N

Z A

L E

Z

B

K

O L A

K

G-004

P H

A S

I N

G

P

L A

N

P

A R

T

1. SINGLE LINE DIAGRAM SHOWN FOR PROJECT ELECTRICAL PHASING PURPOSES ONLY. REFER

TO SHEET E-601 FOR FINAL ELECTRICAL SYSTEM CONFIGURATION, CONDUIT, AND CONDUCTOR

INFORMATION.

2. CONSTRUCTION ACTIVITIES AND PLANNED OUTAGES MUST BE COORDINATED WITH THE

CONTRACTING OFFICER TO MINIMIZE IMPACT TO FACILITY OPERATIONS.

3. CONTRACTOR WILL PLAN ALL WORK AND PROVIDE ADDITIONAL LABOR, EXTEND SHIFTS, WORK

NON-STANDARD HOURS, PROVIDE TEMPORARY NORMAL AND STAND-BY POWER IF REQUIRED

AT NO ADDITIONAL COST TO THE GOVERNMENT TO ENSURE THE FACILITY IS FULLY

OPERATIONAL AND HAS ELECTRICAL REDUNDANCY THROUGHOUT CONSTRUCTION.

4. ELECTRICAL PHASING IS NOTIONAL AND FOR CONTRACTOR INFORMATION PURPOSES ONLY.

CONTRACTOR MUST DEVELOP AN INDEPENDENT ELECTRICAL PHASING PLAN BASED ON

CONSTRUCTION SCHEDULE AND MEANS AND METHODS EMPLOYED. SUBMIT PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING WORK . REFER TO PROJECT

PHASING NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION

65°

1200AF/1080AT

3P

ECB MAIN B

480VAC

1200A

3PH 3W

13.2KV

480/277VAC

TB

(NEW)

750KVA

ATS-B

480VAC

1200A

3PH 3W

E

N

L

TA BYPASS

480VAC

1200A

3PH 3W

EN

L

G

GENERATOR

480VAC

600KW

3PH 3W

GEN BREAKER

1200AF/1080AT

3P

CONTROL

EXISTING

MV SWITCH DLIG4

15KV

600A

EXISTING

MV SWITCH DLIG3

15KV

600A

PHASING PLAN - PART 2

SCALE: N.T.S.

ATS-A

480VAC

1200A

3PH 3W

EN

L

KEYED

13.2KV

480/277VAC

DLOI2

EXISTING

1500KVA

SPECIFIC NOTES:

PHASING NOTES:

1. DEMOLISH MEDIUM VOLTAGE SWITCH DLOI2 AND TRANSFORMER DLOI2 AS INDICATED IN

DEMOLITION SHEET ED-101.

2. INSTALL NEW TRANSFORMER TA, ECB MAIN A, TA PULL BOX, RELOCATED METER E01 AND

CONTROLS AS INDICATED IN ELECTRICAL DRAWINGS.

3. TRANSITION SWITCHBOARD 1SWB1 PRIMARY NORMAL SOURCE FROM TRANSFORMER TB TO

TRANSFORMER TA VIA ECB MAIN A, ATS-A AND TA PULL BOX TO SWITCHBOARD 1SWB1 MAIN 1.

A. NEW EQUIPMENT WILL BE INSTALLED, INTERFACED WITH SCADA SYSTEM, TESTED AND

APPROVED BY CONTRACTING OFFICER PRIOR TO FINAL CONNECTION.

B. OPEN SWITCHBOARD 1SWB1 MAIN-2 CIRCUIT BREAKER AND CLOSE MAIN-1 CIRCUIT

BREAKER.

C. SWITCHBOARD 1SWB1 TO REMAIN IN MANUAL MODE.

NEW WORK AREA

DEMOLITION AREA

PHASING SYMBOLS:

TA PULL BOX

EXISTING 1CSWB1

480VAC

600A

3PH 3W

EXISTING LOADS

EXISTING 1SWB1

480VAC

2000A

3PH 3W

350A

/3P

EXISTING LOADS

EXISTING

MAIN 1

2000A

/3P

EXISTING

MAIN 2

2000A

/3P

EXISTING

GENERATOR

TAP BOX

13.2KV

FED FROM NORTH SUBSTATION

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

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1. SINGLE LINE DIAGRAM SHOWN FOR PROJECT ELECTRICAL PHASING PURPOSES ONLY. REFER

TO SHEET E-601 FOR FINAL ELECTRICAL SYSTEM CONFIGURATION, CONDUIT, AND CONDUCTOR

INFORMATION.

2. CONSTRUCTION ACTIVITIES AND PLANNED OUTAGES MUST BE COORDINATED WITH THE

CONTRACTING OFFICER TO MINIMIZE IMPACT TO FACILITY OPERATIONS.

3. CONTRACTOR WILL PLAN ALL WORK AND PROVIDE ADDITIONAL LABOR, EXTEND SHIFTS, WORK

NON-STANDARD HOURS, PROVIDE TEMPORARY NORMAL AND STAND-BY POWER IF REQUIRED

AT NO ADDITIONAL COST TO THE GOVERNMENT TO ENSURE THE FACILITY IS FULLY

OPERATIONAL AND HAS ELECTRICAL REDUNDANCY THROUGHOUT CONSTRUCTION.

4. ELECTRICAL PHASING IS NOTIONAL AND FOR CONTRACTOR INFORMATION PURPOSES ONLY.

CONTRACTOR MUST DEVELOP AN INDEPENDENT ELECTRICAL PHASING PLAN BASED ON

CONSTRUCTION SCHEDULE AND MEANS AND METHODS EMPLOYED. SUBMIT PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING WORK . REFER TO PROJECT

PHASING NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION

65°

1200AF/1080AT

3P

ECB MAIN B

480VAC

1200A

3PH 3W

ATS-B

480VAC

1200A

3PH 3W

E

N

L

TA BYPASS

480VAC

1200A

3PH 3W

EN

L

G

GENERATOR

480VAC

600KW

3PH 3W

GEN BREAKER

1200AF/1080AT

3P

750KVA

(NEW)

TB

480/277VAC

13.2KV

ATS-A

480VAC

1200A

3PH 3W

EN

L

1200AF/1080AT

3P

ECB MAIN A

480VAC

1200A

3PH 3W

65°

13.2KV

480/277VAC

TA

(NEW)

750KVA

CONTROL

EXISTING

MV SWITCH DLIG4

15KV

600A

EXISTING

MV SWITCH DLIG3

15KV

600A

EXISTING

MV SWITCH DLOI2

15KV

600A

PHASING PLAN - PART 3

SCALE: N.T.S.

KEYED

B

2 3

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4 5 6

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IDENTIFICATION

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UNLESS OTHERWISE SPECIFIED, ALL WORK MUST BE PERFORMED CONSISTENT WITH THE RULES AND REQUIREMENTS

OF THE FOLLOWING:

· CAPE CANAVERAL AIR FORCE STATION

· ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN ARE THE

BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY

CORRECT. THERE MAY BE OTHER UNKNOWN IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA.

VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING THE WORK.

2. ON JULY 3, 2019 SUNRISE SYSTEMS OF BREVARD, INC. COLLECTED A TOTAL OF THREE (3) BULK CONCRETE SAMPLES, ONE (1)

FROM EACH OF THE THREE (3) EXISTING SLABS IDENTIFIED FOR MODIFICATION, AND THE RESULTS OF THE LABORATORY

ANALYSIS, PERFORMED BY SCHNEIDER LABORATORIES GLOBAL, INC., WERE "NON-DETECTED" FOR ASBESTOS CONTAINING

MATERIAL.

3. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. NOTIFY THE CONTRACTING OFFICER OF ALL

CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. CONFIRM THE ACCURACY OF ALL SURVEY AND OTHER GRADING DATA.

4. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED CONSTRUCTION TO

AVOID OBSTACLES, AS AGREED TO BY THE CONTRACTING OFFICER.

5. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER DISCIPLINES TO LOCATE

DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES, AND CALL OUT ANY DISCREPANCIES TO THE ATTENTION

OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

6. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS TO

WHAT IS SHOWN ON THE DRAWINGS. IF THERE ARE VARIANCES, NOTIFY THE CONTRACTING OFFICER.

7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF VARIOUS CONNECTED

COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED BY SITE

CONDITIONS AND FOR SAFE WORK CONDITIONS.

8. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND NOTIFY THE CONTRACTING

OFFICER IF DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

9. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND INTENDED TO APPLY TO ANY

SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

10. SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CONTRACTING OFFICER AND PROJECT STAKEHOLDERS TO REVIEW

THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND OUTAGES AND REVIEW/CLARIFY REQUESTS FOR INFORMATION.

11. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR

TO THE START OF CONSTRUCTION.

12. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON

THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND

SPECIFICATIONS ARE AT VARIANCE, PROMPTLY NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY

CHANGES MUST BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK.

13. BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL THEIR SUBCONTRACTORS AND

THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE

CONTRACTOR.

14. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

15. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH

MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED, EMPLOY A FLORIDA

REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM.

16. BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH THE U.S. AIR FORCE, PUBLIC UTILITIES, PUBLIC

CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS

OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK SUCH THAT

ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

17. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, MUST AT ALL TIMES HAVE

ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS; AND THE CONTRACTOR MUST

PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR THE INSPECTION.

18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO ENSURE THAT ALL

COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF

SECURITY GUARDS.

19. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER PONDS, CANALS), INSTALL

FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO ENSURE THAT ACCESS TO EXCAVATION BY

UNAUTHORIZED PERSONNEL IS PREVENTED.

20. USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE

AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS

AS PUBLISHED BY MANUFACTURER.

21. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH.

22. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE

WORK MUST CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING

JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION

WILL GOVERN. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE ALL REASONABLE PROTECTION TO

PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE

CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION DURING CONSTRUCTION.

23. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE

SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS

AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF

THE EXISTENCE OF HAZARDS AND OF THE SAFETY OR ENVIRONMENTAL REGULATIONS.

24. SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION THOSE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO

DAMAGE BECAUSE WORK IN ADJACENT AREAS AT CONTRACTOR'S EXPENSE.

25. FURNISH AND MAINTAIN ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES BY THE CONTRACTOR AT ALL

POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES

TRAFFIC-CARRYING ROADS.

26. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL FEDERAL, STATE AND

LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

27. CONTRACTOR AND ITS SUBCONTRACTORS MUST NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS

MATERIAL CREATED BY THEIR WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER

REPORTABLE OCCURRENCE, NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING

OFFICER, AND TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON

PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

28. CONTRACTOR AND ITS SUBCONTRACTORS MUST, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS

CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM THE JOB SITE.

CONTRACTOR MUST BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE

COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS.

29. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND

STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER

MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND

REPORT THE CONDITION TO CONTRACTING OFFICER IN WRITING.

30. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION

UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY

OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE,"

POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR

ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL

RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION

AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY

GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED

STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE

PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO

ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR

ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F)

WHICH CONTAINS POLYCHLORINATED BIPHENYLS, ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

1. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE FREE OF STANDING WATER AT THE TIME OF CONCRETE

PLACEMENT.

2. COMPACT SUBGRADE SOIL TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE

WITH ASTM D-1557.

3. PLACE CLEAN GRANULAR FILL IN 6 INCH LAYERS AND COMPACT TO A MINIMUM OF 98% OF THE MAXIMUM MODIFIED

PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557.

4. COORDINATE ALL NEW FOUNDATIONS WITH EXISTING CONDITIONS. ANY CONFLICTS SHALL BE REPORTED TO THE

CONTRACTING OFFICER FOR PROPOSED SOLUTION.

5. WHERE EARTH FORMING IS USED, EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS SHALL NOT BE LARGER THAN THE

INDICATED FOUNDATION SIZE BY MORE THAN THREE (3) INCHES IN EACH DIRECTION.

1. ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE

AND PROPERLY DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.

2. THE EROSION CONTROL MEASURES TAKEN SHALL BE IN CONFORMANCE WITH CAPE CANAVERAL AIR FORCE STATION, FDEP, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER LOCAL, STATE, OR FEDERAL AGENCIES HAVING

JURISDICTION.

3. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE CONTRACTOR FOR THIS

PROJECT SHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER

CONSULTATIONS AS NEEDED WITH THE CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION

SEQUENCING SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO PROVIDE ADEQUATE PROTECTION OF WATER

QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION

AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO

PREVENT TURBID WATER DISCHARGE WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO

PREVENT EROSION. FLOATING TURBIDITY BARRIERS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS.

DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING

DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.

6. THE CONTRACTOR MUST MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION.

SUCH DEVICES SHALL REMAIN UNTIL SUFFICIENT GROUND COVER IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. EQUIPMENT SHOULD BE AVAILABLE AT THE SITE AT ALL TIMES TO

MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION OF THE PERMANENT

EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS

CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

9. SCHEDULE OPERATIONS SUCH THAT THE AREA OF UNPROTECTED, ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT

LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION AND THE DURATION OF

EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS MUST BE AS SHORT AS PRACTICABLE. CLEARING AND

GRUBBING MUST BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY

THEREAFTER. GRADING OPERATIONS MUST BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL

FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.

10. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND

PROVIDING THE TEMPORARY AND PERMANENT STABILIZATION METHODS.

11. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, HAY BALES, VEGETATION OR

GEOTEXTILES, AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.

12. IF VEHICLE OR EQUIPMENT WASHDOWN DEBRIS/AREAS IS REQUIRED, OBTAIN APPROVAL FROM THE CONTRACTING

OFFICER.

13. STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER THAT PREVENTS DIRECT OFFSITE DISCHARGE FROM THE PROJECT

SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER MANAGEMENT FACILITY.

14. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN THROUGHOUT THE LIFE

OF CONSTRUCTION.

15. ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE CONTRACTOR MUST OCCUR THROUGHOUT CONSTRUCTION

AS OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS ARE WORKING SUITABLY. THIS MAY BE NEEDED AS

OFTEN AS DAILY IF CONDITIONS SO WARRANT. THE CONTRACTOR MUST MAINTAIN A WRITTEN RECORD OF ALL EROSION

CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MUST MAKE ALL RECORDS AVAILABLE UPON REQUEST BY

THE CONTRACTING OFFICER.

CIVIL GENERAL NOTES:

FOUNDATIONS:

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

REINFORCING STEEL:

1. CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI) AND AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS APPLY.

2. ALL DEFORMED BARS MUST CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED IN ACCORDANCE WITH ACI 315-99.

3. ALL REINFORCEMENT MUST BE COLD BENT. REINFORCEMENT PARTIALLY EMBEDDED IN GROUT SHALL NOT BE FIELD BENT.

4. MECHANICAL SPLICES, CONFORMING TO ACI 318-14, SECTION 25.5.7 CAN BE SUBSTITUTED FOR LAP SPLICES AT NO

ADDITIONAL COST. MECHANICAL SPLICES MUST DEVELOP 125% (MINIMUM) OF THE YIELD STRENGTH OF THE CONNECTING

REBAR.

5. AT THE TIME OF CONCRETE PLACEMENT, ALL REINFORCEMENT MUST BE FREE OF DIRT, DEBRIS, CORROSION, OIL, NONMETALLIC COATINGS OR OTHER DELETERIOUS MATERIAL THAT REDUCE BOND STRENGTH WITH CONCRETE.

6. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS PRIOR TO FABRICATING REINFORCING STEEL.

7. ALL WELDED WIRE FABRIC MUST CONFORM TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT

SIDES AND ENDS AND WIRED TOGETHER.

8. ALL REINFORCING STEEL MUST BE SUPPORTED IN STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. THE SUPPORT OF THE

REINFORCING STEEL AND THE WIRE MESH AT THE FOUNDATIONS AND SLAB-ON-GRADE SHALL BE PROVIDED BY PRECAST

CONCRETE BRICKS AT 2 FEET OC. E.W. (MAX SPACING). SEE THE SPECIFICATIONS FOR FURTHER REQUIREMENTS.

9. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED

STRUCTURE MUST BE FIBERGLASS REINFORCED PLASTIC OR PLASTIC COATED STEEL.

CONCRETE:

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. ALL CONCRETE MUST BE 4,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND CEMENT CONCRETE.

3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO ARE NOT EXCEEDED; HOWEVER, NOT MORE

THAN ONE GALLON OF WATER PER CUBIC YARD MAY BE USED TO ADJUST THE MIX AT THE JOB SITE.

5. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT

SIDES AND ENDS AND WIRED TOGETHER.

6. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING EQUIPMENT. DO NOT

OVER-CONSOLIDATE.

7. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE HARDENING.

STRUCTURAL STEEL:

1. FIELD CONNECTIONS MUST BE WELDED OR BOLTED USING ASTM A325 HIGH STRENGTH BOLTS (A325 - X). USE E70XX

ELECTRODES FOR ALL WELDING.

2. ALL WELDING MUST BE PERFORMED BY AN AWS CERTIFIED WELDERS AND CONFORM TO AWS D1.1/D1.1M STRUCTURAL

WELDING CODE - STEEL, LATEST EDITION.

3. ALL BOLTS MUST BE A325 HIGH STRENGTH; ALL NUTS MUST BE A563; AND ALL WASHERS MUST BE F436.

4. THE CONTRACTOR MUST MINIMIZE THE USE OF DISSIMILAR METALS TO THE GREATEST EXTENT POSSIBLE. IF THE SITE

CONDITIONS, DRAWINGS OR SPECIFICATIONS DICTATE THE USE OF DISSIMILAR METALS, PROVIDE APPROPRIATE, EXTERIOR RATED, INSULATING BARRIERS BETWEEN THE INTERACTIVE SURFACES OF THE DISSIMILAR METALS.

ALL STRUCTURAL STEEL SHALL MEET OR EXCEED THE FOLLOWING ASTM SPECIFICATION AND YIELD STRENGTH

W AND WT SHAPES

FY=50 KSI (A992, GRADE 50)

RECTANGULAR AND SQUARE HSS

FY=46 KSI (A500, GRADE B)

ROUND HSS

FY=42 KSI (A500, GRADE B)

RECTANGULAR AND SQUARE HSS

FY=36 KSI (A36)

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10 #11

STIRRUPS & TIES

90" BEND PLUS

2.5" 3" 3.75" N/A N/A N/A N/A N/A N/A

STIRRUPS & TIES

90" BEND PLUS

2.5" 3" 3.75" N/A N/A N/A N/A N/A N/A

OTHER BARS 90"

BEND PLUS

4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5" 7"

OTHER BARS 90"

BEND PLUS

2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25" 5.75"

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND FOOTINGS (CAST AGAINST AND EXPOSED)

COVER

3 INCHES

2 INCHES

2 INCHES

1 1/2 INCHES

1 INCH

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

LAP SPLICE LENGTH NORMAL WEIGHT CONCRETE, NO EPOXY

T O

P

B A

R S

O T

H E

R

BAR SIZES (#)

3 4 5 6 7 8 9 10 11

15" 20" 24" 29" 42" 48" 55" 65" 80"3"

15" 20" 24" 29" 46" 61" 77" 97" 120"2"

15" 20" 25" 36" 62" 81" 102" 130" 160"1 1/2"

18" 32" 50" 73" 106" 121" 136" 153" 170"3/4"

12" 15" 19" 23" 33" 37" 42" 50" 62"3"

12" 15" 19" 23" 36" 47" 59" 75" 92"2"

12" 15" 20" 28" 48" 62" 79" 100" 123"1 1/2"

14" 25" 39" 56" 81" 93" 105" 118" 131"3/4"

#3 #4 #5 #6 #7 #8 #9 #10 #11

DEFORMED REBAR

TYPE

STIRRUPS & TIES

OTHER BARS

2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25" 11.25"

MIN INSIDE DIAMETER OF BEND

1.5" 2" 2.5" N/A

N/A N/A N/A N/A N/A

REQUIRED EMBEDEMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

NORMAL WEIGHT

CONCETE TYPE

BAR SIZES

4 5 6 7 8 9 10 113

8" 10" 12" 15" 17" 19" 22" 25" 27"

LEAST

CONCRETE

COVER AT BAR

TRUE

NORTH

1. INSTALL APPROXIMATELY 100 LINEAR FEET OF SILT FENCE.

2. INSTALL TURBIDITY BARRIER AROUND EXISTING STORMWATER CONTROL STRUCTURE.

3. SAW CUT APPROXIMATELY 10 LINEAR FEET AND DEMOLISH 12 SQUARE FEET OF EXISTING

CONCRETE SLAB.

4. SAW CUT APPROXIMATELY 25 LINEAR FEET AND DEMOLISH 250 SQUARE FEET OF EXISTING

CONCRETE SLAB.

5. SAW CUT APPROXIMATELY 7 LINEAR FEET AND DEMOLISH 10 SQUARE FEET OF EXISTING

CONCRETE SLAB.

6. SAW CUT TWO (2) PARALLEL AT APPROXIMATELY 12 LINEAR FEET EACH AND DEMOLISH

APPROXIMATELY 75 SQUARE FEET (50 SQUARE FEET (MIN)) OF EXISTING CONCRETE SLAB.

FLAG NOTES:

SCALE:

EXISTING CONDITIONS AND DEMOLITION PLAN

1" = 10'

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C

C A

F S

N T

R A

F

A D

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

E

C T

R I C

D

U N

D A

N

A

F S

H

Q

N E

L S

O N

E N

G I N

E E

R I N

G

J

L O

N G

S H

O R

E

J

L O

N G

S H

O R

E

C-101

E X

I S

T I N

G

C

O N

D I T

I O

M

O L

I T

I O

N

P

L A

N

CONCRETE FLUME

ETR

SHED ETR

CONCRETE PATH

ETR

MECHANICAL

EQUIPMENT PAD

ETR

LIFT STATION

ETR

STABILIZED SIDE

SLOPE ETR

CONCRETE FLUME ETR

STORMWATER CONTROL

STRUCTURE AND

OUTFALL PIPE

ETR

GENERATOR

CONCRETE PAD

ETR

CONCRETE SLAB

AND PAVILION

ETR

1. COORDINATE ALL CIVIL SITE DEMOLITION WITH THE ELECTRICAL DESIGN AND PHASING PLAN.

2. PRIOR TO CONSTRUCTION COMMENCEMENT, DEVELOP, IMPLEMENT AND MAINTAIN A

STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION BEST MANAGEMENT PRACTICES, SPECIFICATION 01 57 19 AND

CIVIL DETAIL C502 AND C503.

3. REFER TO SPECIFICATION 01 57 19 FOR TEMPORARY ENVIRONMENTAL CONTROLS INCLUDING

BUT NOT LIMITED TO REMOVAL OF EXISTING OIL FILLED EQUIPMENT.

4. PROTECT AND PRESERVE ALL EXISTING CONDUIT AND UTILITY SERVICES THAT ARE NOT

IDENTIFIED TO BE DEMOLISHED.

5. REFER TO THE ELECTRICAL PHASING PLAN AND COORDINATE WITH THE ELECTRICAL

CONTRACTOR PRIOR TO PERFORMING CONCRETE DEMOLITION.

GENERAL NOTES:

0 5 10 20

1"=10'

SCALE IN FEET

GRAPHIC SCALE

1. REPAIR EXISTING CONCRETE SLAB IN ACCORDANCE WITH DETAILS ON SHEET C-501.

2. EXTEND EXISTING CONCRETE SLAB FOR NEW TRANSFORMER EQUIPMENT IN ACCORDANCE

WITH DETAILS ON SHEET C-501.

3. GROUT AND FILL EXISTING ELECTRICAL CONDUIT BELOW TOP OF SLAB ELEVATION PER

CONDUIT TERMINATION DETAIL ON SHEET C-501. MATCH EXISTING GRADES.

4. BACKFILL DEMOLISHED CONCRETE SLAB AREA WITH CLEAN GRANULAR FILL TO THREE

INCHES BELOW TOP OF EXISTING SLAB AND COVER WITH BAHIA SOD.

FLAG NOTES:

SCALE:

CIVIL SITE PLAN

1" = 10'

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C

C A

F S

N T

R A

F

A D

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

E

C T

R I C

D

U N

D A

N

A

F S

H

Q

N E

L S

O N

E N

G I N

E E

R I N

G

J

L O

N G

S H

O R

E

J

L O

N G

S H

O R

E

C-102

C I V

T

E

P

L A

N

CONCRETE FLUME ETR

SHED

ETR

CONCRETE PATH

ETR

MECHANICAL

EQUIPMENT PAD

ETR

LIFT STATION

ETR

STABILIZED SLOPE ETR

CONCRETE FLUME

ETR

STORMWATER CONTROL

STRUCTURE AND

OUTFALL PIPE

ETR

GENERATOR

CONCRETE PAD

ETR

CONCRETE SLAB

AND PAVILION

ETR

1. COORDINATE ALL CIVIL SITE WORK WITH THE ELECTRICAL DESIGN AND PHASING PLAN.

GENERAL NOTES:

0 5 10 20

1"=10'

SCALE IN FEET

GRAPHIC SCALE

NEW CONCRETE SLAB

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C

C A

F S

N T

R A

F

A D

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

E

C T

R I C

D

U N

D A

N

A

F S

H

Q

N E

L S

O N

E N

G I N

E E

R I N

G

J

L O

N G

S H

O R

E

J

L O

N G

S H

O R

E

C-501

C I V

T

A I L

S

TRENCH WIDTH

1. PROVIDE 1/4 INCH AMPLITUDE ALONG VERTICAL FACE OF EXISTING CONCRETE AND APPLY

BONDING AGENT PRIOR TO CONCRETE PLACEMENT.

2. DOWEL AND EPOXY ANCHOR #5 REBAR WITH A 6 INCH MINIMUM EMBEDMENT DEPTH. HILTI

MODEL HIT-HY 200-A OR APPROVED EQUIVALENT.

3. PROVIDE #3 STIRRUP AT 12 INCHES O.C.

4. REBAR SPACING (TRENCH): #5 REBAR AT 18 INCH O.C. (MAX.) AND 9 INCH O.C. (MIN.) EACH WAY.

5. PROVIDE 3 INCH COVER (MIN.) FROM EDGE OF NEW AND EXISTING CONCRETE.

6. SUBGRADE: COMPACT EXISTING SOIL TO 90% OF THE MATERIAL'S MODIFIED PROCTOR DENSITY

(ASTM D-1557).

7. BASE: PROVIDE AND COMPACT 8 INCH THICK LAYER OF FDOT STANDARD SPECIFICATION 204

GRANULAR BASE TO 95% OF THE MATERIAL'S MODIFIED PROCTOR DENISTY (ASTM D-1557).

8. TRENCH BASE, HAUNCHING AND COVER: PROVIDE AND COMPACT 6 INCH THICK (MAX.) LIFTS OF

FDOT STANDARD SPECIFICATION 204 GRANULAR BASE TO 95% OF THE MATERIAL'S MODIFIED

PROCTOR DENISTY (ASTM D-1557).

9. BACKFILL: COMPACT EXCAVATED SPOIL IN 8 INCH THICK (MAX.) LIFTS TO 90% OF THE

MATERIAL'S MODIFIED PROCTOR DENSITY (ASTM D-1557).

10. REFER TO ELECTRICAL DRAWINGS FOR SIZE AND TYPE OF CONDUIT.

11. APPLY 10 MIL VAPOR BARRIER BETWEEN TOP OF BASE MATERIAL AND NEW CONCRETE.

12. INSTALL DETECTABLE FOIL TAPE 8 INCHES ABOVE CENTER LINE OF CONDUIT.

CONSTRUCTION DETAIL NOTES:

NATIVE SOIL

EXISTING SUBGRADE

EXISTING BASE

EXISTING CONCRETE

TRENCH UPPER

WIDTH

8" (MIN.)

MATCH EXISTING

8" (MIN.)

18" (MIN.)

1/2"'

1/2"'

SECTION VIEW

PLAN VIEW

SECTION VIEW

PLAN VIEW

SLAB TRENCH REPAIR DETAIL TYPICAL

SCALE: N.T.S.

18" (MAX.)

3" (MIN.)

3" (MIN.)

18" (MAX.)

9" (MIN.)

3" (MIN.)

3" (MIN.)

9" (MIN.)

18" (MAX.)

18" (MAX.)

SLAB REPAIR DETAIL TYPICAL

SCALE: N.T.S.

MATCH EXISTING GRADE AND SLOPE

AWAY FROM EQUIPMENT (TYP.)

ELECTRICAL CONDUIT SLAB TERMINATION

SCALE: N.T.S.

CAP

EXISTING CONDUIT

TOP OF SLABNEW CONCRETE

EXISTING CONCRETE

3"

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

EDGE OF CONCRETE

EDGE OF CONCRETE

A

C-501

A

C-501

MATCH EDGE PROFILE

OF EXISTING CONCRETE

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C

C A

F S

N T

R A

F

A D

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

M

J O

H N

S O

N

D B

D B

R E

P A

E

C T

R I C

D

U N

D A

N

A

F S

H

Q

N E

L S

O N

E N

G I N

E E

R I N

G

M

G

O N

Z A

L E

Z

B

K

O L A

K

C-502

S T

O R

M W

A T

L

L U

T I O

N

P

R E

V E

N T

I O

N

P

L A

N

I

OWNER AND ADDRESS: UNITED STATES AIR FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION:

LATITUDE: LONGITUDE:

SECTION/TOWNSHIP/RANGE:

PROJECT NAME: REPAIR ELECTRICAL REDUNDANCY, CCAFS HQ, FL

PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF

SITE MAPS:

*CONSULT ASSOCIATED PLANS FOR EROSION AND SEDIMENT CONTROLS.

SITE AREA:

1. TOTAL AREA OF SITE

2. TOTAL AREA DISTURBANCE

3. WETLAND AREA

4. RECEIVING WATER

SITE DESCRIPTION:

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE

AND LOCAL REGULATIONS:

IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS

REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE

BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT: NONE

C.O.E. PERMIT: NONE

S.J.R.W.M.D.E.R.PERMIT: NONE

D.E.P.N.O.I.: NONE

SEQUENCE OF MAJOR ACTIVITIES:

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. SUBMIT NOTICE OF INTENT (N.O.I.).

2. FLAG THE WORK LIMITS & MARK TREE OR PROTECTED AREA BUFFER, IF

APPLICABLE COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED

SITE SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP

REQUIREMENTS.

3. INSTALL REQUIRED PERIMETER CONTROLS.

4. PERFORM DEMOLITION OPERATIONS, IF APPLICABLE.

5. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE.

6. INSTALL PERMANENT SEEDING/SODDING AND PLANTING AND WATER AS

REQUIRED UNTIL PERMANENTLY ESTABLISHED WHEN ALL CONSTRUCTION

ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, COORDINATE.

7. INSPECTION OF ALL WORK AREAS.

8. REMOVE ANY EROSION CONTROL DEVICES AND RESEED/SOD AS REQUIRED.

9. SUBMIT NOTICE OF TERMINATION (N.O.T).

CONSTRUCTION CONTRACTOR REQUIREMENTS:

IN ADDITION TO THE RESPONSIBILITIES OUTLINED IN THE ABOVE SECTIONS, IT IS

ALSO THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

FOLLOWING IS CONDUCTED:

*N.O.I. FORM IS COMPLETED AND SUBMITTED WITH APPROPRIATE FEE AT LEAST

48 HOURS PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY.

*CONSTRUCTION CONTRACTOR AND ALL CONSTRUCTION SUB-CONTRACTORS

COMPLETE CERTIFICATION SIGNIFYING THAT THEY ARE AWARE OF TERMS AND

CONDITIONS OF THE GENERIC PERMIT.

*CHANGES TO SWPPP ARE COMPLETED, AS NEEDED, TO ENSURE COMPLIANCE

WITH FEDERAL, STATE AND LOCAL REQUIREMENTS AND THE REPORT FORM FOR

CHANGES TO SWPPP IS COMPLETED, WHEN NECESSARY.

*SITE INSPECTIONS ARE PERFORMED AND THE INSPECTION REPORT FORM

COMPLETED AS INDICATED BY PLAN BY CONSTRUCTION CONTRACTOR'S

QUALIFIED INSPECTOR.

*MAINTENANCE ON BMP's AND MAINTENANCE RECORD COMPLETED AS

INDICATED BY PLAN.

*N.O.T. FORM IS COMPLETED AND SUBMITTED AS INDICATED BY PLAN.

IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE

BEST MANAGEMENT PRACTICES (BMPs) AS SHOWN ON THE SITE PLAN AND AS

CONTAINED IN THIS SWPPP. IT IS ALSO THE CONSTRUCTION CONTRACTOR'S

RESPONSIBILITY TO ENSURE THESE BMPs ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED

WATER FROM LEAVING THE PROJECT SITE. THE CONSTRUCTION CONTRACTOR

SHALL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SITE

PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED TO ENSURE THE

SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL

REQUIREMENTS. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED BY THE

CONSTRUCTION CONTRACTOR AS REQUIRED TO MEET THE SEDIMENT AND

TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY

AGENCIES.

THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION,

MITIGATION AND REPAIR COSTS ASSOCIATED WITH NON-COMPLIANCE. IT IS THE

CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL

MEASURES TO ATTAIN IMMEDIATE COMPLIANCE, SHOULD VIOLATIONS BE

IDENTIFIED.

EROSION AND SEDIMENT CONTROLS:

PERIMETER CONTROLS:

1. SILT FENCE: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED

AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING

LIMITATIONS:

A. WHERE THE MAXIMUM DRAINAGE AREA IS 1/4 ACRE PER 100 FEET OF

LENGTH.

B. USE 4"x4" TRENCH & 8" FABRIC EXTENDED INTO GROUND BEFORE BACKFILL

& COMPACTION.

C. MAXIMUM USEFUL LIFE 6 MONTHS.

SWALE / LIVE STREAM SILT / SEDIMENT CONTAINMENT:

1. SEE FDOT INDEX 102, CHART 1, SHEET 1 FOR SPACING REQUIREMENTS FOR

TYPE I AND II SYNTHETIC BALE BARRIERS & SILT FENCES.

2. TURBIDITY CURTAINS SHALL BE LOCATED PARALLEL TO FLOW OF A MOVING

BODY OF WATER AND SHALL NOT BE PLACED ACROSS THE MAIN FLOW OF A

SIGNIFICANT BODY OF MOVING WATER.

3. SOIL PRACTICES SHALL BE ALLOWED TO SETTLE A MINIMUM OF 6-12 HOURS

BEFORE REMOVAL OF TURBIDITY CURTAIN.

4. LAND DISTURBING ACTIVITY SHALL NOT CREATE VIOLATIONS OF WATER

QUALITY STANDARDS. MONITORING OF TURBIDITY LEVELS SHALL OCCUR IN

ACCORDANCE WITH PERMIT CONDITIONS.

STOCKPILING MATERIAL:

1. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO

DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO AN ADJACENT

WATER BODY OR STORM WATER COLLECTION FACILITY.

VEGETATION:

1. TEMPORARY STABILIZATION SHALL BE APPLIED TO AREAS OPENED BY

CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE

RE-DISTURBED AND RECEIVE FINAL STABILIZING TREATMENT WITHIN 14

DAYS. IF, AFTER 14 DAYS FROM TIME OF STABILIZATION, THE TEMPORARY

GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 70% GOOD GRASS

COVER, THE AREA WILL BE REWORKED AND ADDITIONAL MEASURES APPLIED

SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER.

2. PERMANENT STABILIZATION SHALL BE PERFORMED IN ALL AREA THAT HAVE

BEEN DISTURBED BY CONSTRUCTION ACTIVITY UNLESS OTHERWISE

DIRECTED BY THE CONTRACTING OFFICER TO PRESERVE THE FUNCTION OF

CRITICAL SCRUB HABITAT. FINAL STABILIZATION MUST BE INITIATED NO

MORE THAN 7 DAYS AFTER LAND DISTURBING ACTIVITIES HAVE CEASED IN

THAT AREA. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE

PERMITTED TO CAUSE A DEGRADATION OF OFFSITE WATER QUALITY. IF SEE

IS USED, THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION

AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1

SHALL BE SODDED.

3. DISTURBED SIDE SLOPES OF DRAINAGE CONVEYANCE SWALES OR SURFACE

WATERS SHALL BE IMMEDIATELY SODDED. SOD SHALL BE PEGGED OR

STAPLED TO RESIST WASHOUT.

4. CONSTRUCTION CONTRACTOR SHALL STABILIZE COMPLETED PORTIONS OF

THE PROJECT AS WORK PROGRESSES TO PROTECT AGAINST EROSION

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER TO

PRESERVE THE FUNCTION OF CRITICAL SCRUB HABITAT. CONSTRUCTION

CONTRACTOR SHALL IMMEDIATELY REPAIR, FILL AND SOD ERODED AREA OF

THE PROJECT THAT RESULT FROM THE CONSTRUCTION LAND ALTERATIONS.

5. ALL AREAS THAT ARE SEEDED/SODDED SHALL BE INSTALLED AND WATERED

UNTIL THE GROUND COVER IS FULLY ESTABLISHED.

POLLUTANT SOURCE CONTROL:

WASTE DISPOSAL:

WASTE MATERIALS AND RUBBISH SHALL BE COLLECTED AND STORED IN

CONTAINERS OR, IF APPROPRIATE, IN PILES. SEPARATE, SELF-CLOSING,

NONFLAMMABLE, NON-REACTIVE CONTAINERS SHALL BE USED FOR GARBAGE.

OILY FLAMMABLE AND DANGEROUS WASTES, NON-SALVAGE MATERIAL AND

DEBRIS SHALL BE REMOVED FROM WORK AREAS AND DISPOSED OF DAILY. THE

CONSTRUCTION CONTRACTOR MAY USE CAPE CANAVERAL AIR FORCE STATION

(CCAFS) LANDFILL FOR DISPOSAL OF CCAFS AND PAFB C&D IN ACCORDANCE

WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMITS.

ASBESTOS WASTE SHALL BE DISPOSED OF AT THE CCAFS ASBESTOS MONO-FILL

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

REFER TO SPECIFICATIONS FOR FURTHER WASTE AND DISPOSAL AND RECORD

KEEPING REQUIREMENTS.

HAZARDOUS / NON HAZARDOUS:

ALL HAZARDOUS WASTE SHALL BE MANAGED IN ACCORDANCE WITH STATE AND

FEDERAL REGULATIONS BY THE CONSTRUCTION CONTRACTOR AND SHALL BE

TURNED OVER TO THE AIR FORCE FOR DISPOSAL UNDER THE AIR FORCE'S EPA

IDENTIFICATION NUMBER.

AT THE PRE-CONSTRUCTION CONFERENCE, THE CONSTRUCTION CONTRACTOR

SHALL PROVIDE THE CONTRACTING OFFICER WITH A LIST OF ALL HAZARDOUS

MATERIALS TO BE INCORPORATED INTO THE PROJECT INCLUDING THE MATERIAL

SAFETY DATA SHEET IN ACCORDANCE WITH DFARS 52.223-3, HAZARDOUS WASTE

MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA AND PROJECT

SPECIFICATIONS. THE CONSTRUCTION CONTRACTOR SHALL SUBMIT COPIES OF

SIGNED INTERNAL MANIFESTS TO THE CONTRACTING OFFICER MONTHLY.

THE CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY IF ANY CONTAMINATED SOIL, GROUND WATER OR SUSPECT DEBRIS

IS ENCOUNTERED DURING EXCAVATION, DEMOLITION OR CONSTRUCTION OF THE

PROJECT.

SANITARY WASTE:

ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS AS

NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE SHALL BE COLLECTED

AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL

REGULATIONS FOR SANITARY SEWER.

OFFSITE VEHICLE TRACKING:

A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED, WHERE

NECESSARY, TO HELP REDUCE VEHICLE TRACKING OF SEDIMENT. THE PAVED

STREET ADJACENT TO THE SITE ACCESS SHALL BE SWEPT DAILY TO REMOVE

ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE.

DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION FROM THE

CONSTRUCTION SITE SHALL BE COVERED WITH A TARPAULIN.

FERTILIZERS, PESTICIDES, HERBICIDES:

THE SPECIFIED REQUIREMENT FOR FERTILIZERS, PESTICIDES, AND HERBICIDES

SHALL BE IDENTIFIED. THE QUANTITIES AND…