Drawings.pdf

PDF 10 MB Posted Jul 31, 2025

Attached to: SXHT 09-1000 - Repair Water Lines, Various
Solicitation number: FA252125B0008
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Jul 31, 2025

These are technical drawings (SXHT 09-1000) for a water line replacement project at Patrick Space Force Base in Florida. The comprehensive set of 30 detailed civil engineering drawings covers water distribution system modifications across multiple locations, including State Road A1A, Rescue Road, Control Road, and various base facilities. The project involves replacing approximately 6-16 inch water mains, installing fire hydrants, water services, valves, and associated infrastructure, with specific work segments mapped out across 13 different detailed civil engineering sheets (C-101 through C-122).

The contract (FA252125B0008) is an 8(a) small business set-aside with a project magnitude between $5-10 million, covering water line replacements across Patrick Space Force Base. The project has a 200-calendar day performance period, with key dates including a site visit on August 12th, questions due by August 18th, and bid opening on September 3rd. The work involves complex infrastructure replacement, including horizontal directional drilling (HDD), utility relocations, and careful coordination with base operations, with specific environmental considerations noted for groundwater contamination and potential wildlife impact areas.

View the file

Other files

File	Type	Posted
Solicitation Amendment FA252125B00140002 SF 30.pdf	PDF	Oct 14, 2025
SXHT 09-1000 Abstract Offers rev.pdf	PDF	Sep 16, 2025
SXHT 09-1000 Abstract of Offers.pdf	PDF	Sep 10, 2025
SXHT 09-1000 Repair Water Lines Outstanding Questions_Answers.pdf	PDF	Sep 2, 2025
Solicitation Amendment FA252125B00140001 SF 30.pdf	PDF	Sep 2, 2025
Solicitation - FA252125B0014.pdf	PDF	Aug 28, 2025
SXHT 09-1000 Repair Water Lines Questions_Answers.pdf	PDF	Aug 28, 2025
Statement of Work Revised.pdf	PDF	Aug 28, 2025
FL20250106 15Aug25.pdf	PDF	Aug 28, 2025
CECC Form 3052.xlsx	XLSX spreadsheet	Aug 28, 2025
Site Visit Sign in Sheet.pdf	PDF	Aug 13, 2025
Solicitation - FA252125B0008.pdf	PDF	Aug 8, 2025
Badge Request 45 SFS Form V13.pdf	PDF	Jul 31, 2025
Hazardous Materials Worksheet.pdf	PDF	Jul 31, 2025
Green Procurement Program Certification.pdf	PDF	Jul 31, 2025
Submittal Register.pdf	PDF	Jul 31, 2025
Specifications.pdf	PDF	Jul 31, 2025
Liquidated Damages.pdf	PDF	Jul 31, 2025
Statement of Work.pdf	PDF	Jul 31, 2025
Solicitation - FA252125B0008.pdf	PDF	Jul 31, 2025
6 June Wage Determination.pdf	PDF	Jul 31, 2025
QUESTION AND ANSWER FORM.docx	DOCX document	Jul 31, 2025
Ozone Depleting Substance Statment.pdf	PDF	Jul 31, 2025

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MIAMI

TAMPA

ORLANDO

PATRICK SPACE

FORCE BASE

TALLAHASSEE

JACKSONVILLE

B200' X 4000'

TAXIWAY M

TAXIW

AY J

TAXIW

AY A

RUN-UP PAD

TAXIWAY D

290 HEADING

TAXIWAY B

TAXIWAY G

TAXIWAY L

RUNWAY 11/29

TAXIW

AY A

TAXIWAY M

TAXIWAY E

TAXIWAY C

ARM/DE-ARM &

T15

SOQ5

TBD

SOQ6

TBD

Unknown

T968

SOQ2

SOQ4

TBD

PAV4

PAV5

PAV1

SOQ3

T13

T-Golon10

PAV9

T14

926926

TBD 932

PAV6

PAV8

10992

SOQ7

PAV2

T1619

T12

10985

TBD

PB8

TBD

10990

10989

10991

SOQ1

TBD

ANT1

TBD

STATE R

A1A

ACCESS ROAD

REDSTONE ROAD

RECREATION ROAD

U N

W N

CONTROL ROAD

UNKNOWN

CONTROL ROAD

UNKNOWN

U N

W N

ACCESS ROAD

PEQUOT TRAIL

ACCESS R

OAD

ATLAS AVENUE

O N

SOUTH TECH ROAD

COUGAR RUN

SANDOLLAR COVE

ENDEAVOR ROAD

ACCESS ROAD

PORPOISE COVE

O W

O M

ACCESS ROAD

NORTH DRIVE

N C

O C

B SO

PAR

KIN

UTE TRAIL

SEQUOIA TRAIL

JAGUAR AVENUE

DUSKY RUN

PHARMACY DRIVE

ACCESS ROAD

PANTHER RUN

SHOSHONI TRAIL

D R

JUPITER STREET

ACCESS ROAD THUNDER LANE

THOR STREET

EDWARD H. WHITE II

JUPITER STREET

CHALLENGER STREET

MATADOR STREET

BREAKERS LANE

PERSHING PLACE

RELAY STATION ROAD

MACE ROAD

SATURN ROAD

6TH HOLE SUNSET BLVD

STATE ROAD 404

STATE ROAD 404 (ONRAMP)

R O

ESS R

ABITAT R

U N

C O

O L

R O

IVER

SID

E TR

AIL

UNKNOWN

O W

D R

ACCESS ROAD

SCHOOL AVENUE

O O

L AVEN

ARAPAHO

TRAIL

ANGEL

FISHCOVE

C O

O L

R O

O N

L R

CHICKASAW

TRAIL

CHOCKTAW

TRAIL

C H

R O

JUPITER STREET

AINTENANCE ROAD

COYOTE RUN

EEF

C O

U R

ACCESS ROAD

SEQ

AIL

IROQUIS TRAIL

BEAR RUN

ALLIGATOR RUN

U N

W N

MINUTEMAN STREET

R O

C U

E R

F C

O U

R T

UNKNOWN

CONTROL ROAD

D R

PATR

K D

IVE

ANVIL ROAD

ACCESS ROAD

RESCUE ROAD

C U

E R

CHEROKEE

TRAIL

R O

U N

W N

PINEDA EXPRESSWAY

SOUTH GATE (PERSONNEL ONLY)

BAN

A R

IVER

ATLAN

TIC

O C

EAN

TRUCK

DELIVERY ONLY

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

MAIN GATE (PERSONNEL ONLY)

S.R. A1A

ATLAN

TIC

O C

EAN

GOLF COURSE

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

SLD45 RISH ASSESSMENT

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

-1

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

VERIFIEDHAZARDOUS MATERIALS

GROUNDWATER CONTAMINATION

2 3

1 2 3

4 5 6

4 5

K D

N D

SHEET

IDENTIFICATION

R C

E W

, V

U S

DRAWN BY:

SUBMITTED BY:

REVIEWED BY:

DATE:

U N

EDSTATESSPACE FO

RCE

N OF TH AIR

FORC

D E

AP RT

T M M X I X

E N

S Q

R O

N O

-2 4-

O R

C H

E C

E N

G-001

7/18/2025

Y M

O C

N P

A N

D D

, F L

S. V. HOUGHTALING

P. CHOSA

K. BROWN

FOR CONSTRUCTION

PATRICK SPACE FORCE BASE

FLORIDA SXHT 09-1000

REPLACE WATER LINES VARIOUS,

PSFB, FLORIDA

DRAWING INDEX

SHEET ID DESCRIPTION

G-001 VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

C-100A PROJECT CONSTRUCTION KEYNOTES

FDEP-01 APRON 750 - FIRE HYDRANTS AND WATER DISTRIBUTION PIPE

FAC 820 APRON FIRE HYDRANTS

FAC 986 APRON FIRE HYDRANTS

G-003 STORMWATER POLLUTION PREVENTION PLAN

HANGAR BEACH, PINEDA BEACH, FAC 1399 WATER SERVICE

S.R. A1A STA 422+64 TO 415+37 AND O'MALLEY RD. WATER LINE REPLACEMENT

G-002 KEY MAP, ABBREVIATIONS, AND LEGEND

FDEP-02

FDEP-03

FDEP-04

FDEP-05

FDEP-06

FDEP-07

FDEP-08

FDEP-09

FDEP-10

FDEP-11

FDEP-12

FDEP-13

FDEP-14

FDEP-15

FDEP-16

FDEP-17

S.R. A1A STA 415+37 TO 408+20 WATER LINE REPLACEMENT

S.R. A1A STA 408+20 TO 393+84 WATER LINE REPLACEMENT

S.R. A1A STA 393+84 TO 372+54 WATER LINE REPLACEMENT

S.R. A1A STA 372+54 TO 347+15 WATER LINE REPLACEMENT

S.R. A1A STA 347+15 TO 334+82 WATER LINE REPLACEMENT

S.R. A1A STA 330+58 TO 323+41 WATER LINE REPLACEMENT

S.R. A1A STA 323+41TO 309+06 WATER LINE REPLACEMENT

S.R. A1A STA 309+06 TO 294+71 WATER LINE REPLACEMENT

S.R. A1A STA 294+71 TO 285+07 WATER LINE REPLACEMENT

S.R. A1A STA 285+07 TO 282+16, MASE AND KENNEL RD. WATER LINE REPLACEMENT

S.R. A1A STA 282+16 TO 275+82 WATER LINE REPLACEMENT

DETAILS 4

FDEP-18

FDEP-19

FDEP-20

FDEP-21

C-501 C-502

C-504

FAC 1392 AND 1401 WATER CONNECTION

FAC 1365 AND FAMCAMP WATER SYSTEM

CONTROL ROAD - FAC 981, AND FAC 986 APRON

RESCUE ROAD - FAC 605 & 632

DETAILS 1

DETAILS 2

S.R. A1A STA 334+82 TO 330+58 WATER LINE REPLACEMENT

TRUCK INSPECTION GATE S.R. A1A STA 322+50 WATER LINE REPLACEMENT

FDEP-22

C-100B PROJECT CONSTRUCTION KEYNOTES CONTINUED AND FDEP KEYNOTES

C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113 C-114 C-115 C-116

C-117 C-118 C-119

C-120 C-121

C-122

FDOT-01 KEY MAP AND MOT

FDOT-02 SRA1A UTILITY WORK 1

FDOT-03 SRA1A UTILITY WORK 2

FDOT-04 SRA1A UTILITY WORK 3

FDOT-05 SRA1A UTILITY WORK 4

C-503 DETAILS 3

PROJECT AREA

FDOT-06 SRA1A UTILITY WORK 5

FDOT-07 SRA1A UTILITY WORK 6

FDOT-08 SRA1A UTILITY WORK 7

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PLPLPL

PLPL

PLPLPLPLPL

FOC

X X

X X X

X x x

E E

6' ' W

2' ' W

E E

6'' W

E E

U C

S-

1 PS

S-

SP#12

SP#15A

SP#13

-1

2 3

1 2 3

4 5 6

4 5

K D

N D

SHEET

IDENTIFICATION

R C

E W

, V

U S

DRAWN BY:

SUBMITTED BY:

REVIEWED BY:

DATE:

U N

EDSTATESSPACE FO

RCE

N OF TH AIR

FORC

D E

AP RT

T M M X I X

E N

S Q

N O

-2 4-

O R

C H

E C

E N

G-002

7/21/2025

, A

O N

S, A

N D

, F L

S. V. HOUGHTALING

P. CHOSA

K. BROWN

DEFINITION DEPICTION

TO BE ABANDONED

8" FIRE WATER

2" POTABLE WATER

4" POTABLE WATER

ABANDONED IN PLACE

EX UG ELECTRIC

EX AERIAL ELECTRIC

EX COMMUNICATION

EX SANITARY SEWER

EX NATURAL GAS

EX STORM DRAIN

SILT FENCE

POST-INDICATOR VALVE

VALVE (EXISTING/PROPOSED)

BACKFLOW PREVENTER

FIRE HYDRANT (EXISTING/PROPOSED)

BEND FITTINGS 90° 45° 22.5°

TEE

REDUCER

PIPE PLUG

LINE STOP

GROUT PLUG

HOSE BIB

AC TO PVC PIPE COUPLING

POTABLE WATER METER

SAMPLE POINT

E E

E/OH

2'' W

8'' F

4'' W

AIP

CIVIL LEGEND:

(BOLD NOTES NEW ITEMS)

AB - AUGER BORE

AC - ASBESTOS CEMENT

ADPM - AIRFIELD DRIVER TRAINING MANAGER

AG - ABOVE GROUND

AIP - ABANDON IN PLACE

ALUM - ALUMINUM

ARV - AIR RELEASE VALVE

AWWA - AMERICAN WATER WORKS ASSOCIATION

BFP - BACKFLOW PREVENTER

BO - BLOW-OFF

BST - BELLSOUTH TELEPHONE

C&G - CURB & GUTTER

CES - CIVIL ENGINEERING SQUADRON

CEVP - CIVIL ENGINEERING ENVIRONMENTAL PLANNING

CEVR - CIVIL ENGINEERING ENVIRONMENTAL RESTORATION

CCSFS - CAPE CANAVERAL SPACE FORCE STATION

CI - CAST IRON

CLDI - CEMENT-LINED DUCTILE IRON

CLF - CHAIN LINK FENCE

COC - CERTIFICATE OF COMPLETION

CONC - CONCRETE

COMM - COMMUNICATION

CU. FT. - CUBIC FEET

DCVA - DOUBLE CHECK VALVE ASSEMBLY

DI - DUCTILE IRON

DIA - DIAMETER

DIP - DUCTILE IRON PIPE

DR - DIMENSIONAL RATIO

E - EAST

EL - ELEVATION

ELEC - ELECTRIC

EOP - EDGE OF PAVEMENT

EX - EXISTING

FAC - FACILITY

FL - FLANGE

FDC - FIRE DEPARTMENT CONNECTION

FDEP - FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION

FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION

FM - FORCE MAIN

FO - FIBER OPTIC

FP&L - FLORIDA POWER & LIGHT

FT - FOOT/FEET

FW - FIRE WATER

G - GROUND OR GAS MARKER

GALV - GALVANIZED

GV - GATE VALVE

INV - INVERT

IP - IRON PIPE

IRP - INSTALLATION RESTORATION PROGRAM

IV - ISOLATION VALVE

J#00 - JUMPER & NUMBER

LBS - POUNDS

LF - LINER FEET

SCALE:

PSFB - PROJECT KEY MAP

1" = 400'

N 1200'800'400'0'400'

GRAPHIC SCALE 1" = 400'

MH - MANHOLE

MIN - MINIMUM

MJ - MECHANICAL JOINT

MW - MONITORING WELL

N - NORTH

NA - NOT APPLICABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

N&D - NAIL & DISK

OD - OUTSIDE DIAMETER

OH - OVERHEAD UTILITY

OHE - OVERHEAD ELECTRIC

OS&Y - OUTSIDE SCREW AND YOKE

PAIP - PREVIOUSLY ABANDONED IN PLACE

PE - PLANE END

PIV - POST INDICATOR VALVE

POC - POINT OF CONNECTION

POD - POINT OF DISCONNECTION

PP - POWER POLE

PROP - PROPOSED

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

PW - POTABLE WATER

RED - REDUCER

RS - RESILIENT SEAT

R/W - RIGHT OF WAY

S - SOUTH

SD - STORM DRAIN

SJRWMD - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT

SPEC - SPECIFICATIONS

SQ - SQUARE

SQ FT - SQUARE FEET

STA - STATION

STSTL - STAINLESS STEEL

SS - SANITARY SEWER

SR - STATE ROAD

SWPPP - STORM WATER POLLUTION PREVENTION PERMIT

SY - SQUARE YARD

TEL - TELEPHONE

TH - TEST HOLE

TYP - TYPICAL

UE - UNDERGROUND ELECTRIC

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

W - WEST

WP - WOOD UTILITY POLE

WTR - WATER

WWF - WELDED WIRE FABRIC

CIVIL ABREVATIONS:

SP#43B

PAVEMENT

CONCRETE

SOD

C-104 C-105 C-106 C-118 C-107

C-108 C-109 C-110 C-111 C-112 C-114 C-115 C-117 C-118

C-116

C-120

C-119

C-103

C-121

C-120

C-101

C-122

C-102

C-118

PROJECT ENVIRONMENTAL KEYNOTES:

1. THE AREA DEPICTED ON SHEET C-101, C-107 (FACILITY 802 AREA), WEST OF C-108, C-117 (1399/1401 AREA), C-118, C-119 (FACILITY 605 AREA) AND C-121 ARE WITHIN AREAS OF GROUNDWATER CONTAMINATION AND IN SOME CASES (HANGAR 750, HANGARS 630/647 AND RESCUE ROAD AREA WEST OF THESE AREAS) ELEVATED CONCENTRATIONS OF PERFLUORINATED COMPOUNDS IN GROUNDWATER. IF DIGGING TO THE GROUNDWATER TABLE, ADDITIONAL COORDINATION IS NEEDED WITH THE CONTRACTING OFFICER AND 45 CES TO ENSURE COMPLIANCE WITH LAND USE CONTROLS AND TO ENSURE WORKER PROTECTION AND SAFETY. ANY DEWATERING ACTIVITIES REQUIRE THE SUBMISSION OF A

DEWATERING MANAGEMENT PLAN TO IRP/CEIE PRIOR TO ANY DEWATERING EFFORTS.

2. MONITORING WELLS ARE PRESENT WITHIN THE PROJECT AREAS AND MUST BE PROTECTED FROM DAMAGE/DESTRUCTION (TWO MONITORING WELLS ARE PRESENT AS INDICATED ON DRAWING C-107). ANY WELLS DAMAGED/DESTROYED AS PART OF THE PROJECT MUST BE REPLACED AT PROJECT COST. PLEASE CONSIDER THE LOCATION OF WELLS WHEN

PLANNING EQUIPMENT, PARKING, AND LAYDOWN AREAS.

3. ANY NIGHT WORK REQUIRING EXTERIOR LIGHTING FROM 1 MAY TO 31 OCTOBER (2100-0600) WILL NEED A LIGHT MANAGEMENT PLAN (LMP) APPROVED THROUGH SLD 45 CONSERVATION AND USFWS AT LEAST 65 DAYS PRIOR TO COMMENCEMENT. TO THE MAXIMUM EXTENT POSSIBLE, AVOID ALL NIGHT WORK ALONG THE BEACH DURING SEA

TURTLE SEASON (1 MAY TO 31 OCTOBER)

4. ALL REGULATORY SUBMITTALS MUST BE COORDINATED THROUGH THE 45 CES/CEIE OFFICE, INCLUDING FDEP PERMIT APPLICATION AND CLEARANCE/PLACE INTO SERVICE

REQUESTS. PLEASE COORDINATE THROUGH 45 CES/CEIE WATER PROGRAM MANAGER.

5. DISPOSAL OF ASBESTOS MATERIALS SHALL BE IN ACCORDANCE WITH 40 CFR 61 SUBPART M AND FLORIDA ADMINISTRATIVE CODE 62-257. PROVIDE COPIES OF DISPOSAL TICKETS

OF ASBESTOS WASTE TO 45 CES/CEIE.

6. APPLICABLE ON SHEET C-101 - THERE IS THE POTENTIAL FOR IMPACT TO BURROWING OWLS ALONG THE SOUTH SIDE OF THE 750 RAMP. COORDINATION WITH 45 CES/CEIE, CONSERVATION AGENCIES IS REQUIRED A MONTH PRIOR TO ANY EXCAVATIONS AT THIS LOCATION TO DETERMINE IF PERMITS ARE REQUIRED TO RELOCATE THE OWLS.

FUTURE STARCOM FACILITY

FUTURE TRUCK

INSPECTION GATE

FDEP ABBREVIATIONS:

J# - JUMPER ASSEMBLY No. SP# - SAMPLE POINT No.

FN# - FLAG NOTE No. IV - ISOLATION VALVE

LS# - LINE STOP No. - FDEP KEYNOTE PLAN CALL OUTX

CIVIL HATCH PATTERNS

-1

2 3

1 2 3

4 5 6

4 5

K D

N D

SHEET

IDENTIFICATION

R C

E W

, V

U S

DRAWN BY:

SUBMITTED BY:

REVIEWED BY:

DATE:

U N

EDSTATESSPACE FO

RCE

N OF TH AIR

FORC

D E

AP RT

T M M X I X

E N

S Q

N O

-2 4-

O R

C H

E C

E N

G-003

7/18/2025

R M

O N

N G

, F L

S. V. HOUGHTALING

P. CHOSA

K. BROWN

SITE DESCRIPTION

OWNER AND ADDRESS: UNITED STATES SPACE FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION: PATRICK SPACE FORCE BASE

LATITUDE: 28° 13' 17" N LONGITUDE: 80° 36' 22" W

SECTION / TOWNSHIP / RANGE: S 02, 03, 10, 11, 14, 15, 22, & 23 / T 26 / R 37

PROJECT NAME: REPAIR WATER LINES, VARIOUS

PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF EXCAVATION WORK

FOR THE INSTALLATION OF NEW UNDERGROUND UTILITIES.

SITE MAPS:

* CONSULT ASSOCIATED PLANS FOR EROSION AND SEDIMENT CONTROLS,

STORMWATER DISCHARGE POINTS LOCATION OF SURFACE WATER AND

CONSTRUCTION IMPACT.

SITE AREA:

1. TOTAL AREA OF SITE = 2000 AC

2. TOTAL AREA DISTURBANCE = 5.0 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER & ATLANTIC OCEAN

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: DRINKING WATER

C.O.E. PERMIT: NONE

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

D.E.P. N.O.I.: TO BE SUBMITTED BY CONTRACTOR

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;

3. COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED SITE

SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP REQUIREMENTS;

4. INSTALL REQUIRED PERIMETER CONTROLS;

5. PERFORM DEMOLITION OPERATIONS, IF APPLICABLE;

6. INSTALL STRUCTURES;

7. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE;

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

REQUIRED UNTIL PERMANENTLY ESTABLISHED;

9. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS

STABILIZED, COORDINATE INSPECTION OF ALL WORK AREAS;

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

AND

11. 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 BMPs 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, & 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 & SHALL NOT BE PLACED ACROSS THE MAIN FLOW OF A

SIGNIFICANT BODY OF MOVING WATER.

3. SOIL PARTICLES 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 ANY 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 AREAS 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 SEED 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 AREAS 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 CONTROLS:

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.

ASBESTOS WASTE SHALL BE DISPOSED OF OFF BASE 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 SITE SHALL BE COVERED

WITH A TARPAULIN.

FERTILIZERS, PESTICIDES, HERBICIDES:

THE SPECIFIED REQUIREMENT FOR FERTILIZERS, PESTICIDES, AND HERBICIDES

SHALL BE IDENTIFIED. THE QUANTITIES AND METHODS OF APPLICATION SHALL

BE CHECKED TO ASCERTAIN THEY ARE APPROPRIATE AND CONSISTENT WITH

LOCAL GUIDELINES.

GOOD HOUSEKEEPING:

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED

ONSITE DURING THE CONSTRUCTION PROJECT:

ALL CONSTRUCTION EQUIPMENT SHALL BE IN PROPER WORKING ORDER AND

INSPECTED REGULARLY. ALL EQUIPMENT SHALL HAVE THE BUILT-IN CAPACITY,

STABILITY, AND NECESSARY SAFETY FEATURES TO FULLY COMPLY WITH THE

PROJECT SPECIFICATIONS AND REQUIREMENTS, WITHOUT SHOWING EVIDENCE

OF UNDUE STRESS OR FAILURE. CONSTRUCTION CONTRACTOR PERSONNEL

SHALL BE IN SUFFICIENT NUMBER OF COMPETENT WORKERS ON THE JOB AT

ALL TIMES TO INSURE WORK IS MADE A TIMELY AND SATISFACTORY MANNER. A

COMPETENT AND EXPERIENCED SUPERVISOR, REPRESENTING THE

CONSTRUCTION CONTRACTOR, SHALL BE IN DIRECT CHARGE AND CONTROL OF

OPERATIONS AT ALL TIMES. EQUIPMENT BREAKDOWNS OR OTHER

UNFORESEEN WORK STOPPAGES SHALL IMMEDIATELY CONSIDER THE

PROTECTION OF SURFACE WATERS FROM POTENTIAL POLLUTION.

DRIP PANS SHALL CONTAIN LEAKS OR SPILLS WHENEVER NECESSARY FOR

MAINTENANCE ACTIVITIES. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED TO

DO THE JOB.

ALL MATERIALS STORED ONSITE SHALL BE STORED IN NEAT, ORDERLY MANNER

IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR

OTHER ENCLOSURE.

PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

ORIGINAL MANUFACTURER'S LABEL.

SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE

DISPOSING OF THE CONTAINER.

MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL

SHALL BE FOLLOWED.

INSPECTION AND MAINTENANCE PLAN

INSPECTION AND MAINTENANCE REPORTS:

THE CONSTRUCTION CONTRACTOR'S QUALIFIED INSPECTOR SHALL INSPECT

ALL POINTS OF DISCHARGE INTO SURFACE WATERS, ALL DISTURBED AREAS OF

CONSTRUCTION THAT HAVE NOT BEEN FINALLY STABILIZED, AREAS OF

STORAGE MATERIALS THAT ARE EXPOSED TO PRECIPITATION, STRUCTURAL

CONTROLS AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT

LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE

END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHEN THE SITE HAS BEEN

FINALLY STABILIZED, THE INSPECTION SHALL OCCUR AT LEAST MONTHLY. ALL

INSPECTIONS SHALL BE DOCUMENTED IN THE SWPPP USING THE SWPPP

INSPECTION REPORT FORM.

THE EROSION CONTROL SHALL BE MAINTAINED IN GOOD AND EFFECTIVE

OPERATING CONDITIONS, AND REPAIR TO IMPACTED SYSTEMS SHALL BE

INITIATED AND COMPLETED IMMEDIATELY. WHERE EROSION CONTROL

MEASURES ARE DEEMED INEFFECTUAL BY THE CONSTRUCTION CONTRACTOR,

THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE OR THE CONTRACTING

OFFICER, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY COORDINATE

CORRECTIVE MEASURES FOR REPAIR AND REPLACEMENT. ALL REGULAR AND

SPECIAL MAINTENANCE SHALL BE RECORDED IN THE SWPPP ON THE

MAINTENANCE REPORT FORM. ALTERNATIVE MEASURES, REPAIRS, AND

REPLACEMENT SHALL BE IMMEDIATELY IMPLEMENTED AND RECORDED WITH

THE FORM FOR CHANGES TO THE SWPPP. IN NO CASE SHALL IMPLEMENTATION

OF THE REPAIR OR REPLACEMENT OCCUR MORE THAN 7 CALENDAR DAYS

FOLLOWING THE INSPECTION.

THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE'S QUALIFIED

INSPECTORS SHALL PERIODICALLY REVIEW THE CONSTRUCTION

CONTRACTOR'S INSPECTION REPORTS FOR ADEQUACY, COMPLETION. REPORT,

IN WRITING, TO THE CONTRACTING OFFICER ANY DEFICIENCIES IN THE

REPORTING. THE CONSTRUCTION CONTRACTOR SHALL ADJUST THE

REPORTING REQUIREMENTS TO THE SATISFACTION OF THE CONTRACTING

OFFICER. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE REPORTS

SHALL ALSO BE MADE A RECORD OF THE SWPPP.

ALL REPORTS, PLANS, AND AMENDMENTS SHALL BE MADE PART OF THE SWPPP.

SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. WHEN

A REPORT DOES NOT IDENTIFY ANY INCIDENCES OF NONCOMPLIANCE, THE

REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN

COMPLIANCE WITH THE SWPPP AND GENERIC PERMIT. THE REPORT SHALL BE

SIGNED IN ACCORDANCE WITH THE GENERIC PERMIT.

NON-STORM WATER DISCHARGES

DEWATERING DISCHARGES:

DEWATERING ACTIVITIES ARE SUBJECT TO REVIEW OF THE JURISDICTIONAL

STATE AGENCIES, THE CONTRACTING OFFICER AND UNITED STATES SPACE

FORCE ENVIRONMENTAL AND IRP OFFICES. DISCHARGES SHALL PROVIDE

PROVISIONS SO THAT NO UPSTREAM FLOODING OR IMPOUNDMENT OCCURS

AND NO SILTATION, EROSION, OR TURBID DISCHARGES OCCURS IN VIOLATION

OF STATE WATER QUALITY STANDARDS. ALL TEMPORARY WORKS SHALL BE

COMPLETELY REMOVED AND ALL AREAS RESTORED TO GRADES, ELEVATIONS

AND CONDITIONS THAT OCCURRED BEFORE CONSTRUCTION AS SOON AS

POSSIBLE:

A DEWATERING PLAN SHALL BE PROVIDED TO THE CONTRACTING OFFICER FOR

REVIEW AND APPROVAL PRIOR TO ANY DEWATERING OPERATIONS.

IT IS NOTED HERE THAT GROUNDWATER DEWATERING ACTIVITIES AT

CONSTRUCTION SITES CANNOT BE CONDUCTED UNDER THE GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION

ACTIVITIES. PURSUANT TO SECTION 62-621.300(2), FAC, A SEPARATE PERMIT,

ENTITLED, GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND

WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY, MUST BE APPLIED FOR

TO CONDUCT GROUND WATER DEWATERING ACTIVITIES, IF NECESSARY.

TERMINATION PLAN

WHEN THE SITE HAS BEEN FINALLY STABILIZED AND ALL STORMWATER

DISCHARGES FROM CONSTRUCTION SITES ELIMINATED, THE CONSTRUCTION

CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (N.O.T.) WITHIN 14

DAYS OF FINAL STABILIZATION WITH A SUFFICIENT AMOUNT OF ESTABLISHED

PERMANENT VEGETATION.

AFTER FILING N.O.T., THE CONSTRUCTION CONTRACTOR SHALL SUBMIT THE

FINAL SWPPP, INCLUDING ALL REPORTS AND RECORDS, TO THE CONTRACTING

OFFICER. THE OWNER SHALL THEN BE RESPONSIBLE TO RETAIN A COPY OF

THE POLLUTION PREVENTION PLAN FOR A PERIOD OF THREE YEARS FROM THE

DATE THE SITE IS FINALLY STABILIZED.

CERTIFICATION:

"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY

WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC

PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL

CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION

PLAN PREPARED THEREUNDER."

SIGNATURE

BUSINESS NAME AND ADDRESS

OF CONSTRUCTION CONTRACTOR RESPONSIBLE FOR/

DUTIES

GENERAL CONTRACTOR

AND ALL SUBS

SILT FLOW

18" MIN

FILTER FABRIC

ELEVATIONSECTION

WOOD POST @ 10' O.C.

MIN 1" X 2" X 3'

TRENCH MIN 4" X 4"

BURY MIN 8" OF FABRIC IN TRENCH

GEOTEXTILE SILT SCREEN

STAPLE TO POST

SCALE:

EROSION CONTROL MEASURES

NONE

G-002

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS

IN STREET OR HIGHWAY MEDIANS.

FABRIC SEDIMENT FILTER

SPECIFIC APPLICATION

BURLAP FABRIC

STAKES

BURIED BURLAP

FABRIC

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

CATCH BASIN INLET SEDIMENT TRAP

SILT FENCE

NOTES:

1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED

AND WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY.

2. TWO SILT FENCES SHALL BE ATTACHED BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. BOTH POSTS SHALL BE ROTATED AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS 18" INTO THE GROUND & BURY FLAP.

3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN 70% STABILIZED.

4. DEPICTED EROSION CONTROL MEASURES ARE A MINIMUM LEVEL ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AND IMPLEMENTED BY THE CONTRACTOR IN ACCORDANCE WITH FDEP FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING & CERTIFICATE PROGRAM

-1

2 3

1 2 3

4 5 6

4 5

K D

N D

SHEET

IDENTIFICATION

R C

E W

, V

U S

DRAWN BY:

SUBMITTED BY:

REVIEWED BY:

DATE:

U N

EDSTATESSPACE FO

RCE

N OF TH AIR

FORC

D E

AP RT

T M M X I X

E N

S Q

N O

-2 4-

O R

C H

E C

E N

C-100 A

7/22/2025

T C

O N

U C

N K

, F L

S. V. HOUGHTALING

P. CHOSA

K. BROWN

GENERAL CIVIL NOTES:

THE FOLLOWING CONSTRUCTION FLAG NOTES ARE A RECOMMENDED SEQUENCE OF CONSTRUCTION

NOTING MATERIALS PROVIDED AND SPECIFIC TASKS. THE CONTRACTOR MAY PRESENT AN

ALTERNATIVE SEQUENCE TO THE CONTRACTING OFFICER FOR REVIEW AND ACCEPTANCE PRIOR TO

VARYING FROM THE RECOMMENDED SEQUENCE OF CONSTRUCTION.

NEW WATER LINES 4' AND LARGER ARE TO BE INSTALLED WITH A MINIMUM OF 36” OF COVER. NEW

WATER LINES 3” AND SMALLER ARE TO BE INSTALLED WITH A MINIMUM OF 24” OF COVER.

MAINTENANCE OF TRAFFIC WITHIN 40' OF ACTIVE ROADWAY IS TO BE PROVIDE ON EASTERN SIDE OF PSFB FENCE AND WALL. WORK ON WESTERN SIDE OF PSFB FENCE AND WALL, NOT WITHIN 40' OF

BASE ACTIVE ROADWAY DOES NOT REQUIRE MAINTENANCE OF TRAFFIC.

PROJECT DISTURBANCE AREA IS GREATER THAN ONE ACRE. DEPICTED EROSION CONTROL

MEASURE ARE MINIMUM LEVEL TO PROTECT NEARBY STORMWATER, PONDS, AND OR WETLAND

ADJACENT TO THE PROJECT AREA. CONTRACTOR IS TO PREPARE, IMPLEMENT, AND MAINTAIN A

STORMWATER POLLUTION PREVENTION PLAN FOR THE PROJECT. CONTRACTOR IS TO PREPARE

AND SUBMIT TO FDEP A NPDES NOTICE OF INTENT (NOI) WITH THE PERMIT FEE. UPON COMPLETION OF THE PROJECT EROSION CONTROL MEASURES ARE TO BE REMOVED AND THE FDEP - NPDES NOI IS

TO BE CLOSED WITH THE AGENCY.

ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONSTRUCTION FLAG NOTES, PROJECT

SEQUENCE, AND OUTAGE REQUEST.

ALL OPEN CUTS OF VEHICULAR PAVEMENT ARE TO BE BACKFILLED & COMPACTED IN PLACE AT THE

END OF EACH WORKDAY. TEMPORARY PAVEMENT RESTORATION WITH MAINTENANCE OF TRAFFIC

SHALL BE IMPLEMENTED AND MAINTAINED WITH FINAL PAVEMENT SURFACE RESTORATION

COMPLETED WITHIN 45 DAYS.

DEMOLITION AND RESTORATION KEYNOTES:

NOTED IN CONSTRUCTION FLAG NOTES

1. EXISTING WATER OR SEWER PIPE, REMOVE PORTION AS NECESSARY TO MAKE NEW SYSTEM

CONNECTION, GROUT PLUG ABANDON OPEN END PIPE.

2. EXISTING TRANSITE WATER PIPE, PROVIDE ASBESTOS ABETMENT PROCEDURES TO CUT,

REMOVE, ENCAPSULATE & DISPOSE OF ASBESTOS MATERIALS.

3. REMOVE FIRE HYDRANT AND RETURN TO GOVERNMENT AND ON WATER MAIN TO BE ABANDON

GROUT PLUG ABANDON OPEN END HYDRANT LEAD PIPE.

4. REMOVE ABOVEGROUND ASSEMBLY COMPONENTS.

5. EXISTING WATER VALVE TO BE ABANDON, CLOSE VALVE, & REMOVE VALVE BOX IN EARTHEN

AREA OR FILL FLUSH TO GRADE WITH CONCRETE GROUT IN PAVED AREAS.

6. SAW CUT, REMOVE, AND REPLACE CONCRETE ON GRADE TRENCH ROUTE.

7. SAW CUT, REMOVE, AND REPLACE FULL DEPTH ASPHALT PAVEMENT TRENCH ROUTE.

8. SAW CUT, REMOVE FULL DEPTH ASPHALT, LEVEL GRADE, SOD RESTORATION.

9. CLEAR AND GRUB TRENCH ROUTE.

10. DISTURBED EARTHEN AREA SOD RESTORATION.

11. REMOVE OUT OF SERVICE BEACH SHOWER BACKFLOW ASSEMBLY.

12. FROM PROJECT ABANDON PIPE NOTED ISOLATION VALVES CLOSE VALVE, IN EARTHEN AREAS

REMOVE VALVE BOXES, AND IN PAVEMENT AREA FILL VALVE BOX TO GRADE WITH CONCRETE.

FDEP KEYNOTES: NOTED ON SHEETS FDEP 01 THROUGH FDEP 23

A. EXISTING WATER DISTRIBUTION AND SERVICE PIPE TO BE DISCONNECTED, REMOVED FROM

SERVICE, AND ABANDON IN PLACE.

B. EXISTING WATER DISTRIBUTION AND SERVICE PIPE TO REMAIN IN SERVICE.

C. NEW POTABLE WATER DISTRIBUTION OR SERVICE PIPE W/ TEMPORARY SAMPLE POINTS AND

JUMPERS.

D. NEW POTABLE WATER DISTRIBUTION OR SERVICE PIPE INSTALLED BY HORIZONTAL DIRECTIONAL

DRILLING METHOD.

E. NEW WATER SYSTEM CONNECTION TO EXISTING WATER SYSTEM BY CUT IN METHOD WITH

ISOLATION VALVES TO ISOLATE EXISTING SYSTEM.

F. NEW WATER SYSTEM CONNECTION TO EXISTING WATER SYSTEM BY CUT IN METHOD WITH PIPE

LINE STOP TO ISOLATE EXISTING WATER SYSTEM.

G. NEW WATER SYSTEM CONNECTION TO EXISTING WATER SYSTEM BY TAP CONNECTION.

H. REMOVAL OF PORTION OF EXISTING TRANSITE WATER PIPE WITH ABATEMENT REMOVAL,

DISPOSAL, AND PERSONAL PROTECTION EQUIPMENT.

I. EXISTING FIRE HYDRANT TO BE REMOVED AND REPLACED WITH NEW FIRE HYDRANT, NEW

HYDRANT LEAD PIPES GREATER THAN 10 FEET, PRESSURE & BACTERIA TEST NEW WATER

SYSTEM.

J. EXISTING FIRE HYDRANT SERVICED BY WATER SYSTEM TO BE TAKEN OUT OF SERVICE, REMOVE

FIRE HYDRANT & GROUT PLUG ABANDON OPEN END BURIED PIPE.

K. NEW POTABLE WATER REDUCED PRESSURE BACKFLOW & METER ASSEMBLY.

L. NEW POTABLE WATER METER ASSEMBLY.

M. REMOVE AND PROVIDE NEW FIRE DOUBLE CHECK BACKFLOW ASSEMBLY.

N. PROVIDE FDEP PRESCRIBED UTILITY VERTICAL & HORIZONTAL SEPARATION.

O. EXISTING GRAVITY SEWER REMOVED AND REINSTALLED TO MEET HORIZONTAL SEPARATION.

FDEP KEYNOTE DETAILS:

CONSTRUCTION KEYNOTES:

20. C-101, C-104, C-106, C-107, C109, C-111, C-112, C-116, C-118, C-119, C-120, & C-121 HDD PIPE INSTALLATION - PROVIDE MAINTENANCE OF TRAFFIC FOR WORK WITHIN 40' OF ACTIVE ROADWAY PAVEMENTS, HORIZONTAL DIRECTIONAL DRILL OF 14”, 10”, 2” C-901, SDR 11, SEE SHEET C-504 FOR TABLE, REMOVE HDD DRILLING MUD FROM PUSH, RECEIVING PITS TO 3' BELOW GRADE, AND

DISPOSE OF REMOVED MATERIALS OFF BASE, AND IMPLEMENT FN# 10.

21. C-101, C-102, & C-103 - FIRE HYDRANT REPLACEMENT - COORDINATE OUTAGE, IMPLEMENT FN# 4 & #14, REMOVE 12 FIRE HYDRANTS, PROVIDE 12 AIRFIELD LOW PROFILE 5.25” MJ WET BARREL

FIRE HYDRANT (MAX 30” ABOVE GRADE), REPLACE 8 FIRE HYDRANT IN PREVIOUS LOCATION

MINIMUM 3' AND MAXIMUM 7' FROM EDGE OF PAVEMENT, PROVIDE EXTENSION OF 2 HYDRANT 6” C-900 BLUE PVC PIPE LEADS, RESTRAINED JOINTS, THRUST BLOCK ALL NEW FIRE HYDRANTS, NEW HYDRANT LEADS SANITIZE, PRESSURE TEST, & BACTERIA SAMPLE, AND TEMPORARY

SAMPLE POINTS #3 THRU #5, AND AWAIT FDEP CLEARANCE PRIOR TO PLACING INTO SERVICE, REMOVING SAMPLE POINTS, FAC 985 & 986 REMOVE PORTION OF 3” PIPE, PROVIDE SANITIZED

MATERIALS, 3” COMPOUND METER ASSEMBLY, MAKE CONNECTION BETWEEN NEW & EXISTING

PIPES, FLUSH, PLACE INTO SERVICE, AND ALL OPEN TRENCH WORK SHALL BE CLOSED END OF

EACH DAY.

22. C-101 - 12” WATER SYSTEM - 2 LOCATIONS FIELD VERIFY PIPE CONNECTION POINTS & EXISTING PIPE MATERIAL, COORDINATE OUTAGE, IMPLEMENT FN#1, & #10, PROVIDE 2-12" & 2-8" LINE STOPS, SANITIZED MATERIALS, 12” MJ COUPLING, 12”, 8”, & 6” C-900 BLUE PVC PIPE, 3-12” & 2-8” MJ

RS GATE VALVE & VALVE BOX, 2-12”X12” MJ TEE, 12"X6" MJ REDUCER W/ FIRE HYDRANT

ASSEMBLY, 12”X6” MJ TEE W/ FIRE HYDRANT ASSEMBLY, 12” MJ 45 BEND, 2-12" MJ 22.5 BEND, 2-14”X12” & 2-12”X8” MJ REDUCER, 2 FIRE HYDRANT TO BE AIRFIELD LOW PROFILE 5.25” MJ WET

BARREL (MAX 30” ABOVE GRADE), MJ ANCHOR FOLLOWER GLAND, RESTRAINED JOINTS

LENGTHS, THRUST BLOCK ALL NEW FIRE HYDRANTS, MAKE NORTHEAST & SOUTHERN EXITING

TO NEW CONNECTION EACH END & FN#20 HDD INSTALLED 14" PIPE, FLUSH, & RESTORE EXISTING WATER MAINS TO SERVICE, MAKE NEW & HDD INSTALLED PIPES, TEMPORARY SAMPLE POINTS #1

& #2, FLUSH, SANITIZE, PRESSURE & BACTERIA TEST NEW WATER SYSTEM, AND AWAIT FDEP

CLEARANCE PRIOR TO PLACING INTO SERVICE, AND REMOVING SAMPLE POINTS.

23. C-104, C-105, & C-106 - A1A STA 420+84 THRU 406+62, 12” WATER SYSTEM - FIELD VERIFY PIPE CONNECTION POINTS, EXISTING PIPE MATERIAL & COORDINATE OUTAGE, IMPLEMENT FN#1, #4, &

#6, PROVIDE MAINTENANCE OF TRAFFIC FOR WORK WITHIN 40' OF ACTIVE ROADWAY

PAVEMENTS, TEMPORARY PAVEMENT RESTORATION, 8” LINE STOP, REMOVE PORTION OF 8”

PIPE, PROVIDE SANITIZED MATERIALS, PROVIDE 12”X12” MJ TEE, 4-12” & 8” MJ RS GATE VALVE & VALVE BOX, 8” MJ COUPLING, 12” & 8” C-900 BLUE PVC PIPE, 2-12”X8” & 2-14”X12” MJ REDUCER, 2-12” MJ 45 BEND, 12” MJ 90 BEND, TEMPORARY 2-12” & 8” MJ PLUG, MJ ANCHOR FOLLOWER

GLAND, RESTRAINED JOINTS LENGTHS OR THRUST BLOCKS, MAKE EXITING TO NEW

CONNECTION EACH END & FN#20 HDD INSTALLED PIPES, TEMPORARY JUMPER #01 & SAMPLE

POINTS #7, #9, & #10, FLUSH, SANITIZE, PRESSURE & BACTERIA TEST NEW WATER SYSTEM, AWAIT FDEP CLEARANCE PRIOR TO PLACING INTO SERVICE, AND REMOVING SAMPLE POINTS.

24. C-104, C-105, & C-106 - TAKE OUT OF SERVICE 8” CI & AC PIPE DISCONNECT & ABANDONMENT A1A STA 420+84 THRU 406+51 & O'MALLEY, - FIELD VERIFY PIPE CONNECTION POINTS, EXISTING PIPE MATERIAL & COORDINATE OUTAGE, IMPLEMENT FN#1, #7, & #10, REMOVE PORTION OF ACTIVE

WATER PIPES AT LOCATION A THRU C;

A. 8” CI O'MALLEY RD NORTH - PROVIDE 8” MJ PRESSURE PLUG MJ ANCHOR FOLLOWER GLAND AND

GROUT PLUG ABANDON OPEN END PIPE;

B. 8” CI O'MALLEY SOUTH - PROVIDE 2-8” MJ PRESSURE PLUG MJ ANCHOR FOLLOWER GLAND; AND

C. 12” PVC S PATRICK DR - PROVIDE 12” MJ PRESSURE PLUG MJ ANCHOR FOLLOWER GLAND, TAKE DEPICTED 8” & 12” WATER SYSTEM IN SEQUENCE A THRU C, OUT OF SERVICE AND ABANDON IN

PLACE.

25. C-106 & C-107 - A1A STA 406+62 THRU 383+53, 12” WATER SYSTEM - FIELD VERIFY PIPE CONNECTION POINTS & EXISTING PIPE MATERIAL, COORDINATE OUTAGE, ISOLATE EXISTING 12”

WATER PIPE, IMPLEMENT FN#01, #6, & #12, REMOVE TEMPORARY 12” PLUG, PROVIDE

MAINTENANCE OF TRAFFIC FOR WORK WITHIN 15' OF ACTIVE ROADWAY PAVEMENTS, PAVEMENT

RESTORATION, 12” C-900 BLUE PVC PIPE, 12"X2" TAPPING SADDLE & 2" RS GATE VALVE W/ VALVE BOX, 2" RP BACKFLOW / METER ASSEMBLY, 12” MJ TEE, 12" MJ 45 BEND, 2-12" MJ 22.5 BEND, 4-14”X12” MJ REDUCER, 4 LOCATIONS MAKE CONNECTION TO 2-FN#20 HDD INSTALLED 14" PIPE, 2

TEMPORARY 12" MJ PLUG, RESTRAINED JOINTS LENGTHS OR THRUST BLOCKS, TEMPORARY

SAMPLE POINTS #10, #11, #12, & #13, FLUSH, SANITIZE, PRESSURE & BACTERIA TEST NEW WATER SYSTEM, AWAIT FDEP CLEARANCE PRIOR FLUSHING & PLACING TO PLACING INTO SERVICE, AND

REMOVING SAMPLE POINTS.

26. 12" WATER CONNECTIONS & FACILITY SERVICE CONNECTION

A. C-106 & C-107 - PROVIDE 12" LINE STOP, 2 LOCATIONS REMOVE PORTION OF 12" WATER PIPE &

2-12" TEMPORARY MJ PLUG, PROVIDE 12” C-900 BLUE PVC PIPE, 12" MJ 90 BEND, MAKE

CONNECTION TO EXISTING 12" WESTERN WATER PIPE, 12" MJ 22.5 BEND, MAKE CONNECTION TO EXISTING 12" SOUTHERN WATER PIPE, RESTRAINED JOINTS LENGTHS, ROAD RESTORATION, AND

REMOVE OUT OF SERVICE WATER FOUNTAIN ON BIKE PATH.

B. C-107 - FAC 802 & BIKE PATH - PROVIDE SANITIZED MATERIALS, ISOLATE 6" WATER SYSTEM, 12"X6" & 12"X 3/4" TAPPING SADDLE & 6" TAPPING VALVE W/ VALVE BOX & 3/4" CORP STOP, MAKE 2-TAPPING ASSEMBLIES, PRESSURE TEST, & 6" AND 3/4" TAP, REMOVE PORTION OF 6" WATER PIPE & VALVE, GROUT PLUG ABANDON UNDERGROUND WATER PIPE, PROVIDE BLUE 6" C-900 PVC PIPE, 6" MJ 90 BEND W/ THRUST BLOCK, RESTRAINED JOINTS, 3/4" TYPE K COPPER, WATER FOUNTAIN ASSEMBLY, MAKE CONNECTION TO EXISTING 6" FIRE SERVICE AND WATER FOUNTAIN, FLUSH & PLACE INTO SERVICE.

27. C-107 - WATER SYSTEM DISCONNECTION & ABANDONMENT - COORDINATE AIRFIELD ACCESS & OUTAGE, FIELD VERIFY EXISTING PIPE LOCATIONS & MATERIALS, TAKE 12" WATER SYSTEM OUT OF SERVICE 386+81 THRU 388+86 OFFSET WEST 420' TO 355', IMPLEMENT FN# 1 & #10, PROVIDE

12" MJ PLUG, ANCHOR FOLLOWER GLAND W/ THRUST BLOCK, REMOVE J FILL STAND, 3 BELOW

GRADE FIRE HYDRANTS, ABANDON VALVE VALVE BOXES, AND GROUT PLUG ABANDON OPEN END

UNDERGROUND PIPES.

28. C-104, C-107, C-117 2ND LIGHT BEACH & HANGAR BEACH - 2 LOCATIONS, FIELD VERIFY PIPE CONNECTION POINTS, IMPLEMENT FN#1, #7, #10, & #11, PROVIDE MAINTENANCE OF TRAFFIC, 12”X2” WATER SERVICE BRANCH, 2” BACKFLOW W/METER ASSEMBLY, 2” SCH 80 PVC PIPE &

FITTINGS, MAKE 2 CONNECTION TO FN#20 2” HDD INSTALLED PIPE, 3-2” RS IPT GATE VALVE &

VALVE BOX, 2”X2” SCH 80 PVC TEE, SAW CUT AND REMOVE ASPHALT PAVEMENT, EXCAVATE

TRENCH, EXTEND SERVICE PIPE TO SHOWER CONNECTION POINT, TEMPORARY SAMPLE POINTS,

SANITIZE, PRESSURE & BACTERIA TEST #08A, 08B, 08C 15A, 15B, & 15C NEW WATER SYSTEM, AWAIT FDEP CLEARANCE, USE AVAILABLE EXISTING BACKFLOWS AS ISOLATION VALVE, MAKE

CONNECTION BETWEEN NEW WATER SYSTEM & EXISTING SHOWER, FLUSH, REMOVING SAMPLE

POINTS, PLACE WATER SYSTEM INTO SERVICE, AND BACKFILL PAVEMENT TRENCH WITH

CONCRETE TO GRADE.

29. C-109 - 12” WATER DISTRIBUTION A1A STA 343+80 THRU 330+86 - FIELD VERIFY PIPE CONNECTION POINTS & EXISTING PIPE MATERIAL, ISOLATE EXISTING WATER SYSTEM, IMPLEMENT FN #1, #6, #7, #10, & #12, PROVIDE 12” LINE STOP, REMOVE PORTION 12” & 8” WATER PIPE, 4-12” MJ RS GATE VALVE & VALVE BOX, 12” & 8” MJ PLUG, 12”, 8”, & 6” C-900 BLUE PVC PIPE, 4-12” MJ 45 BEND, 4-12”X8” MJ TEE EACH W/ 8” MJ RS GATE VALVE, VALVE BOX, & 8” MJ PLUG W/SAMPLE PORT, 12”x8” MJ TEE, 8” MJ 90 BEND, MAKE NORTH 12” & N TECH RD 8” CONNECTION BETWEEN EXISTING & NEW WATER PIPES, 1” BRANCH FAC 987 - 12”X1” TAPPING SADDLE, 1” CORP STOP, MAKE 1” TAP, 1” SCH 80 PVC PIPE, 1” PLUG W/ SAMPLE PORT, 12”X6” MJ TEE W/ FIRE HYDRANT ASSEMBLY, MJ

ANCHOR FOLLOWER GLAND, TEMPORARY 12” MJ PLUG, RESTRAINED JOINTS LENGTHS OR

THRUST BLOCKS, TEMPORARY SAMPLE POINTS #16, #17A, #17B, #18A, #19A, #20, #21, & JUMPER #02A, #02B, FLUSH, SANITIZE, PRESSURE & BACTERIA TEST NEW WATER SYSTEM, AWAIT FDEP

CLEARANCE PRIOR TO PLACING INTO SERVICE & REMOVING SAMPLE POINTS.

30. C-109 - A1A STA 342+92 - TIDES CLUB NORTH WATER SERVICE - FIELD VERIFY PIPE CONNECTION

POINTS & EXISTING PIPE MATERIAL, REMOVE TEMPORARY 8” PLUG, EACH END MAKE

CONNECTION TO FN#20 8” HDD INSTALLED PIPE, IMPLEMENT FN#1, #4, & #6, PROVIDE

MAINTENANCE OF TRAFFIC FOR WORK WITHIN 40' OF ACTIVE ROADWAY PAVEMENTS,

TEMPORARY PAVEMENT RESTORATION, 8” & 6” C-900 BLUE PVC PIPE, 8”X6” MJ TEE W/ FIRE HYDRANT ASSEMBLY, 6” MJ REDUCER, 2-6” MJ 90 BEND, 6”X6” MJ TEE ROLLED UP, 6” FIRE SERVICE BACKFLOW ASSEMBLY, 6” MJ PLUG W/ 2" TAP, 2" IPT RS GATE VALVE & VALVE BOX, 2" RP BACKFLOW/METER ASSEMBLY, 2” SCH 80 PVC PIPE, EXTENDS BOTH NEW WATER SERVICE PIPES JUST SHORT OF BUILDING 6” FIRE & 2” POTABLE WATER CONNECTION, TEMPORARY 6” MJ PLUG

W/ 2” TAP FOR BLOW OFF, TEMPORARY 2” PLUG, USE FAC 987 RP BACKFLOW AS JUMPER, MJ

ANCHOR FOLLOWER GLAND, RESTRAINED JOINTS LENGTHS OR THRUST BLOCKS, TEMPORARY

SAMPLE POINTS #18A & #18B, FLUSH, SANITIZE, PRESSURE & BACTERIA TEST NEW WATER

SYSTEM, AWAIT FDEP CLEARANCE, COORDINATE FINAL SERVICE CONNECTION IN FN32.

31. C-109 - A1A STA 399+81 - TIDES CLUB SOUTH WATER SERVICE - FIELD VERIFY PIPE CONNECTION POINTS & EXISTING PIPE MATERIAL, IMPLEMENT FN#1, #6, & #10, REMOVE TEMPORARY 8” PLUG, PROVIDE MAINTENANCE OF TRAFFIC FOR WORK WITHIN…

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