DBEH_11-1535B_Repair_Water_Lines _Central_Industrial_Area _CCAFS.pdf

INDUSTRIAL AREA

B

E

A

C

H

L

I N

E

X

P

R

E

S

S

W

A

Y

T

O

R

L

A

N

D

O

TO

COCOA

US

l

N O

R

H

C

U

R T

E N

A Y

P

K W

Y

MERRITT

ISLAND

A1A

BEACH

COCOA

TO

PIER ROAD

AIR FORCE STATION

CAPE CANAVERAL

C

E

N

T

R

L

N

T

R

A

D

R

O

A

D

S

K

I

D

S

R

I

P

R O

A D

L

IG

H T

H O

U S

E

P

H

I L L I P

S

P

A

R

K

W

A

Y

F

L

I G

H

T

C

O

N

T

R

O

L

L

A

U

N

T I T

I

R

D

H

E

A

V

Y

I

C

M

A

D

TITUSVILLE

PASS AND I.D.

BEACH ROAD

SPACE

NASA PARKWAY WEST

CENTER

KENNEDY

ORBITER LANDING

SPACE SHUTTLE

FACILITY

C

R

A

W

L

E

R

W

A

Y

VAB

P

A

R

K

W

A

Y

LOCATION

P H

I L

L I P

S

ATLANTIC

OCEAN

N

A

U

S

E

W

S

T

BANANA

RIVER

SOUTH GATE

PASS & I.D.

ATLANTIC

OCEAN

PORT

CANAVERAL

INDIAN

RIVER

PROJECT

AREA

V

CCAFS

INDUSTRIAL AREA

TO

KENNEDY SPACE CENTER

INDUSTRIAL AREA

S

P

S

A

M

U

I L

L

I

W

Y

L

IG

H T

H O

U S

E R

D

S K

Y B

O

F S

A

R D

M

I S

S

I

N

T

R

F

L

I

G

N

T

R

I

R

L

IG

H T

H O

U S

E R

D

L

I

G

H

T

H

O

U

O

B

S

E

R

V

A

T

I

C

A

M

E

P

H

A

C

O

N

T

R

W

C

A

M

E

A

V

O

T

I

M

I

G

A

R

M

O

A

Z

U

S

K

R

K

R

W

E

R

C

U

M

I

S A

M U

E L

S

A

M

U

I

L

L

I

W

Y

I

N

D

U

S

T

H

A

N

G

T

I

T

N

A

I

T

L O

T

E

B

E

A

PATROL RD

S A

M U

I L L

I P

S

P

K W

Y

CAPE CANAVERAL

AIR FORCE

STATION

P

I

F L I G

H

T

C

O

N

T R

O

L

R

D

OLD

SPIN TEST

FACILITY

MSA #5

CAMERA

PAD #21

FSA #1

C

P

H

I L

L

I P

S

P

K

W

Y

HGR

C

LIGHT

HOUSE

I

C

S

K

R

I

P

H

E

A

U

N

CX-14

CX-15

CX-20

CX-16

CX-19

C

E

N

T

R

N

T

R

P

H

I

L

L

I

W

Y

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SCALE:

VICINITY MAP

NONE

SCALE:

LOCATION PLAN

NONE

REPAIR WATER LINES,

DBEH 11-1535B

CENTRAL INDUSTRIAL

AREA, CCAFS

G-001

V I C

I N

I T

Y

M

C

A T

I O

N

P

L A

N

A

N D

D R

A W

I N

G

I N

D E

X

DRAWING INDEX

SHEET ID DESCRIPTION

G-001 VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

CC-100 PROPOSED WATER SYSTEM

CC-101 WATER SYSTEM - SKID STRIP ROAD & NW HANGAR R&D

CC-102 WATER SYSTEM - HANGAR J & I ANNEX

CC-103

WATER SYSTEM - HANGAR K, FACILITY 1725 & 1722

CD-101 DEMOLITION AND RESTORATION PLAN

CD-102 DEMOLITION AND RESTORATION PLAN

CC-501 DETAILS 1

CC-502 DETAILS 2

FDEP1 FDEP PERMITTING PLAN 1

FDEP2 FDEP PERMITTING PLAN 2

HB

DEFINITION DEPICTION

8" FIRE WATER

2" POTABLE WATER

4" POTABLE WATER

ABANDON IN PLACE

EX UG ELECTRIC

EX AERIAL ELECTRIC

EX COMMUNICATION

EX SANITARY SEWER

EX NATURAL GAS

EX STORM DRAIN

EX HIGH PRESSURE GAS

SILT FENCE

POST-INDICATOR VALVE

VALVE (EXISTING/PROPOSED)

BACKFLOW PREVENTER

FIRE HYDRANT (EXISTING/PROPOSED)

REDUCER

PLUG W/ 2" TAP

PIPE PLUG

HAY BALE

GROUT PLUG

HOSE BIB

AC TO PVC PIPE COUPLING

POTABLE WATER METER

GROUNDWATER MONITORING WELL

E E

E/OH

C

SS

NG

SD

SF

2'' W

8'' F

4'' W

AIP

G/N2

AB - AUGER BORE

AC - ASBESTOS CEMENT

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

CCAFS - CAPE CANAVERAL AIR 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

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

GALV - GALVANIZED

GV - GATE VALVE

INV - INVERT

IP - IRON PIPE

IRP - INSTALLATION RESTORATION PROGRAM

JBOSC - JOINT BASE OPERATIONS SUPPORT CONTRACT

LBS - POUNDS

LF - LINER FEET

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

ABBREVIATIONS:

(ALL MAY NOT BE USED)

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

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 LEGEND:

(BOLD NOTES NEW ITEMS)

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

F

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

U I

T

E

D E

L I V

E R

Y

N

O

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

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

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

GROUNDWATER CONTAMINATION

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

G-002 STORMWATER POLLUTION PREVENTION PLAN

CV-100

CV-101

CV-102

IRP - GROUNDWATER MONITORING WELLS

IRP - GROUNDWATER MONITORING WELLS

IRP - GROUNDWATER CONTAMINATION PLUMES AND SWMU SITE

BID ALTERNATE 1 :

SEE SHEET CC-102 FLAG NOTE 13 FOR 4" WATER SERVICE METER

AND BACKFLOW TO FACILITY 60748 FOR BID ALTERNATE 1 ITEM.

BASE OPERATIONS

COMMUNICATIONS

PROJECT MANAGER

CHIEF, PROGRAMS FLIGHT

USER

SAFETY

DATE

SECURITY FORCES

ATO

OTHER

ENVIRONMENTAL

FIRE

A

P

P

R

O

V

G-002

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

SITE DESCRIPTION

OWNER AND ADDRESS: UNITED STATES AIR FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION: CAPE CANAVERAL AIR FORCE STATION

LATITUDE: 28° 29' 18" N LONGITUDE: 80° 34' 56" W

SECTION / TOWNSHIP / RANGE: 12 / 23 S / 37 E

PROJECT NAME: REPAIR WATER LINES, CENTRAL INDUSTRIAL AREA

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 = 44.0 AC

2. TOTAL AREA DISTURBANCE = 2.5 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER

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.: 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 O.PERATIONS, 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 AND COMPLETION

CONTRACTOR'S INSPECTION REPORTS FOR ADEQUACY AND COMPLETION AND

REPORT, IN WRITING, TO THE CONTRACTING OFFICER ANY DEFICIENCIES IN THE

REPORTING. THE CONSTRUCTION CONTRACTOR SHALL ADJUST THE

REPORTING REQUIREMENTS TO THE SATISFACTION OF 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 AIR 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.

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

SUB-CONTRACTOR

SUB-CONTRACTOR

AND ALL SUBS

SILT FLOW

M

I N

FILTER FABRIC

ELEVATION

SECTION

EROSION CONTROL 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 STABILIZED.

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

EROSION CONTROL MEASURES

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

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

300'200'100'0'100'

GRAPHIC SCALE 1" = 100'

CENTRAL INDUSTRIAL AREA

PROPOSED WATER SYSTEM

CC-100

P R

O P

O S

T

S

T E

M

PROJECT SCOPE FLAG NOTES:

A. NEW POTABLE WATER DISTRIBUTION OR RESTORED SERVICE PIPE.

B. NEW FIRE WATER DISTRIBUTION OR RESTORED SERVICE PIPE.

C. NEW FIRE SYSTEM BACKFLOW PREVENTION DEVICE.

D. FACILITY SERVICED WITH NEW WATER METER & BACKFLOW ASSEMBLY

E. EXISTING POTABLE WATER DISTRIBUTION SYSTEM CONVERTED TO DEDICATED FIRE WATER DISTRIBUTION SYSTEM.

F. EXISTING FIRE BACKFLOW PREVENTION DEVICE REMOVED FROM BETWEEN NEWLY DEDICATED FIRE WATER DISTRIBUTION SYSTEM

AND FACILITY FIRE WATER SERVICE.

G. EXISTING POTABLE WATER DISTRIBUTION PIPE TO REMAIN AS PART OF THE BASE POTABLE WATER DISTRIBUTION SYSTEM.

H. EXISTING FIRE WATER DISTRIBUTION PIPE TO REMAIN AS PART OF THE BASE FIRE WATER DISTRIBUTION SYSTEM.

I. EXISTING POTABLE WATER DISTRIBUTION PIPE TO BE ABANDON IN PLACE.

NOTE:

SEE SHEET CV-100 FOR LIMITS OF KNOWN GROUNDWATER CONTAMINATION AND SWMU SITES.

SEE SHEETS CD-101 & 102 FOR DEPICTION OF KNOWN UTILITIES IN PROJECT AREA.

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

SCALE:

SKID STRIP ROAD

1" = 40'

PROPOSED WATER SYSTEMS

CC-101

W A

T E

R

S

Y S

T E

M

S K

R

A

H

A N

G A

R

R

D

3. FACILITY 60719, 60740, 60748 & 60705 2" WATER SERVICE - 4 LOCATIONS PROVIDE 4-2" METER & BACK FLOW ASSEMBLY, 2" SCH 80 PVC PIPE& FITTINGS, 6-2" MJ RS GATE VALVES W/ VALVE BOX, AND

4-TEMPORARY 2" PLUG W/ SAMPLE PORT.

4. 6" FIRE WATER MAIN - REMOVE BURIED 6" MJ 90 BEND FROM BACK FLOW, PROVIDE 6"X6" MJ TEE, 6" BLUE PVC C-900 PIPE, 6" MJ RS GATE VALVES W/ VALVE BOX, DIRECTIONAL DRILL FUSED C-900 PVC PIPE

UNDER SKID STRIP ROAD ROAD, 6"X6" MJ TEE W/ FIRE HYDRANT ASSEMBLY, 6" MJ PLUG W/ BLOW OFF VENT, AND 6" MJ ANCHOR FOLLOWER GLAND.

5. 8" WATER MAIN - REMOVE 12" FL 90, PROVIDE 12"X12" FL TEE, 12"X8" FL REDUCER, 8" FL RS OS&Y GATE VALVES, 8" FL 45 BEND, 8" FL SPOOL W/ SAMPLE POINT. 8" BLUE PVC C-900 PIPE, 3-8" MJ 45 BEND, 8"X8" MJ TEE, 8"X6" MJ TEE W/ FIRE HYDRANT ASSEMBLY, 2-8" MJ RS GATE VALVE W/ VALVE BOX, 2-8" MJ PLUG W/ SAMPLE PORT, 2" TEMPORARY JUMPER, 8" & 6" MJ ANCHOR FOLLOWER GLANDS.

6. WATER SYSTEM TESTING - COMPLETED WATER LINE MAY BE TESTED IN SMALLER ISOLATED SUBSECTIONS. TEMPORARY JUMPER WILL NEED TO BE RELOCATED TO FILL & FLUSH UNTESTED SECTIONS

DOWNSTREAM OF TESTED SUBSECTIONS. RFI FOR APPROVAL CHANGES TO TESTING SEQUENCE. PRESSURE TEST FIRE WATER AT 200 PSI, POTABLE WATER AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND BACTERIA TEST POTABLE WATER SYSTEM. SEE SHEET DEP1 & DEP2 FOR COORDINATION. UPON RECEIPT OF FDEP CLEARANCE PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

7. FACILITY 60719, 60740, 60748 & 60705 WATER SERVICE - 4 LOCATIONS LOCATE & VERIFY SIZE OF FACILITIES EXTERIOR WATER SERVICE, REMOVE TEMPORARY PLUGS, SAMPLE PORTS, & PORTION OF

EXISTING FACILITY WATER SERVICE PIPE, PROVIDE 2" WATER METER, PIPING & FITTING TO MAKE CONNECTION BETWEEN NEW WATER SERVICE PIPE AND EXISTING WATER SERVICE PIPE, RESTORE

WATER SERVICE.

8. FACILITY 60709 WATER SERVICE - LOCATE & VERIFY SIZE OF FACILITIES INTERIOR WATER SERVICE, REMOVE TEMPORARY PLUGS, SAMPLE PORTS, & PORTION OF EXISTING FACILITY WATER SERVICE PIPE, PROVIDE 3/4" WATER METER, PIPING & FITTING TO MAKE RUNS & CONNECTION BETWEEN NEW WATER SERVICE PIPE AND EXISTING WATER SERVICE PIPE, WATER SERVICE WEATHER PROOF & SEALED

WALL PENETRATION, ROUTE PIPING THROUGH BUILDING & OVER DOORWAYS TO SERVICE CONNECTION, SECURE PIPING IN PLACE, DO NOT DAMAGE BUILDING INSULATION, RESTORE WATER SERVICE

9. FACILITY 60740 WATER SERVICE - REMOVE 2" BACK FLOW LOCATED IN VEGETATION, PROVIDE UNDERGROUND 2" SCH 80 PVC PIPE, FITTING, & COUPLINGS, FLUSH SYSTEM, AND RESTORE WATER PIPE TO

SERVICE.

10. BALL FIELD & PAVILION WATER SERVICE - LOCATE & VERIFY SIZE OF FACILITIES INTERIOR WATER SERVICE, REMOVE PORTION OF EXISTING WATER PIPE, PROVIDE PVC MATERIALS TO INSTALL HOSE BID AT

PAVILION, CUT & PLUG BALL FIELD IRRIGATION SYSTEM FROM PAVILION, RESTORE SERVICE TO IRRIGATION SYSTEM, AND CUT & PLUG EXISTING SUPPLY AT FACILITY 60705.

11. 6" FIRE BACK FLOW - REMOVE PORTION OF 6" CI OR AC PIPE, PROVIDE 2-6" MJ 90 BEND, 6" 45 BEND, 6" C-900 PVC PIPE, 6" BACK FLOW ASSEMBLY, 2-6" MJ PVC TO AC PIPE COUPLING, MAKE CONNECTION

BETWEEN NEW AN EXISTING WATER PIPES, FLUSH, AND PLACE FIRE SYSTEM INTO SERVICE.

12. 6" FIRE LINE DISCONNECTION & CONNECTION - 2 LOCATIONS LOCATE AND VERIFY PIPE MATERIAL, REMOVE PORTION OF 6" CI OR AC PIPE, CLOSE VALVE, PROVIDE 6" MJ PLUG SECURE TO VALVE, GROUT

PLUG ABANDON IN PLACE OPEN END PIPE, 6" C-900 PVC PIPE, 6"X6" MJ TEE, 6" MJ COUPLING, 6" MJ PVC TO AC PIPE COUPLING, 6" MJ ANCHOR FOLLOWER GLANDS, MAKE 3 WAY CONNECTION BETWEEN

NEW AN EXISTING WATER PIPES, FLUSH, AND PLACE FIRE SYSTEM INTO SERVICE.

13. BID ALTERNATE - 4" INDUSTRIAL WATER SERVICE - LOCATE AND VERIFY PIPE MATERIAL, PROVIDE 6"X4" TAPPING SADDLE, 4" MJ RS TAPPING SADDLE, MAKE ASSEMBLY & PRESSURE TEST, MAKE 4" TAP, PROVIDE 4" C-900 PVC PIPE, 4" METER BACK FLOW ASSEMBLY, 4" PLUG, 4" MJ ANCHOR FOLLOWER GLAND, FLUSH, AND PLACE FIRE SYSTEM INTO SERVICE.

14. 8" CONNECTION - 3 LOCATIONS REMOVE PORTION OF 8" PVC PIPE, 8" TEMPORARY PLUGS, & SAMPLE POINT, PROVIDE CRISPON VALVE ON ABOVEGROUND ASSEMBLY, 2-8" 45 BEND, 8" C-900 PVC PIPE, 8" MJ

COUPLING, MAKE CONNECTION BETWEEN NEW AND EXISTING PIPES, FLUSH, AND PLACE INTO SERVICE.

15. 8" DISCONNECTION - REMOVE PORTION OF 8" & 6" PVC PIPE & DI FITTINGS, PROVIDE 8"X6" MJ REDUCER W/ FIRE HYDRANT, CONCRETE GROUTE ABANDON OPEN END PIPE, 8" & 6" MJ FOLLOWER GLANDS.

FLAG NOTES 16 THROUGH 19 NOT USED

FLAG NOTE DETAILS

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

SCALE:

NW HANGAR R&D

1" = 40'

PROPOSED WATER SYSTEM

SHEET CC-101 CONSTRUCTION FLAG 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.

1. 4" WATER MAIN - PROVIDE 10"X4" TAPPING SADDLE. 4" MJ RS GATE VALVES W/ VALVE BOX, ASSEMBLE SADDLE/VALVE & PRESSURE TEST, MAKE 4" TAP, TEMPORARY 2-4" MJ PLUG W/ 2" TAP, TEMPORARY

2" JUMPER, 4" BLUE PVC C-900 PIPE, DIRECTIONAL DRILL FUSED C-900 PVC PIPE UNDER SKID STRIP ROAD ROAD, HVAC EQUIPMENT, & DRIVEWAY, 4"X3/4" TAPPING SADDLE, 3/4" CORP STOP, MAKE

ASSEMBLY & PRESSURE TEST, MAKE 3/4" TAP, 3/4" SAMPLE PORT, 2-4"X4" MJ TEE W/ 3-4" MJ PLUG & 2" TAP, 2" MJ RS GATE VALVES, & VALVE BOX. AND 4" MJ ANCHOR FOLLOWER GLANDS.

2. 2" WATER MAIN - PROVIDE 2" SCH 80 PVC PIPE & FITTINGS, 2-2" MJ RS GATE VALVES W/ VALVE BOX, 2" TEMPORARY PLUG W/ SAMPLE PORT.

CC-501

CC-501

CC-501

CC-502

CC-502

CC-501

THRU

THRU

CC-502

CC-502

CC-502

CC-502

SCALE:

HANGAR J AND I ANNEX

1" = 40'

WATER SYSTEM

CC-102

W A

T E

R

S

Y S

T E

M

H A

N G

J

N N

E X

SHEET CC-102 CONSTRUCTION FLAG 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.

20. 8" POTABLE WATER SYSTEM - PROVIDE 8" C-900 (DR18) BELL & SPIGOT AND FUSED PVC PIPE, INSTALL FUSED PVC PIPE UNDER ROADWAY, 3-8"X8" MJ TEE, 8" BACK FLOW ASSEMBLY, 2-8"X6" MJ TEE W/ 6" MJ RS GATE VALVE, VALVE BOX, 8" & 2-6' TEMPORARY MJ PLUG, & SAMPLE

PORT, 2" TEMPORARY JUMPER, 3-8" MJ RS GATE VALVE W/ VALVE BOX, 8"X2" TAPPING SADDLE, 2" RS IPT GAVE VALVE W/ VALVE BOX, MAKE ASSEMBLY, PRESSURE TEST, MAKE 2" TAP, 2" SCH 80 PVC PIPE, 2" WATER METER & BACK FLOW ASSEMBLY, 2" TEMPORARY PLUG W/

SAMPLE PORT, AND 8" & 6" MJ FOLLOWER ANCHOR GLAND.

21. 8" POTABLE WATER SYSTEM - PROVIDE 8" C-900 (DR18) BELL & SPIGOT PVC PIPE, 2-8"X8" MJ TEE, 8" MJ RS GATE VALVE W/ VALVE BOX, 8" BACK FLOW ASSEMBLY, 8" MJ RS GATE VALVE W/ VALVE BOX, 8" MJ PLUG W/ SAMPLE PORT, AND 8" MJ FOLLOWER ANCHOR GLAND.

22. POTABLE WATER SYSTEM TESTING - COMPLETED WATER LINE MAY BE TESTED IN SMALLER ISOLATED SUBSECTIONS. TEMPORARY JUMPER WILL NEED TO BE RELOCATED TO FILL & FLUSH UNTESTED SECTIONS DOWNSTREAM OF TESTED SUBSECTIONS. RFI FOR APPROVAL

CHANGES TO TESTING SEQUENCE. PRESSURE TEST POTABLE WATER AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND BACTERIA TEST POTABLE WATER SYSTEM. SEE SHEET FDEP1 & FDEP2 FOR COORDINATION. UPON RECEIPT OF FDEP CLEARANCE PLACE CLEARED

POTABLE WATER SYSTEM INTO SERVICE.

23. FIRE WATER SYSTEM - PROVIDE 8", 6", & 4" C-900 (DR14) BELL & SPIGOT PVC PIPE, 8" MJ RS GATE VALVE W/ VALVE BOX, 2-8"X4" MJ TEE W/ 4" MJ RS GAVE VALVE W/ POST INDICATOR, TEMPORARY 2-6" & 2-4" PLUG, & BLOW OFF SAMPLE PORT, 8"X6" MJ TEE W/ FIRE HYDRANT

ASSEMBLY, 2-8"X6" MJ TEE, 2-6" MJ RS GAVE VALVE W/ POST INDICATOR, 8"X8" MJ TEE W/ 8"X6" MJ REDUCER FIRE HYDRANT ASSEMBLY, 8" & 6" MJ FOLLOWER ANCHOR GLAND, AND MAKE 8" CONNECTION TO BOTH BACK FLOW ASSEMBLIES.

24. 6" BACK FLOW ASSEMBLY & FIRE WATER SYSTEM - PROVIDE 8"X6" TAPPING SADDLE, 6" MJ TAPPING RS GAVE VALVE W/ VALVE BOX, MAKE ASSEMBLY, PRESSURE TEST, MAKE 6" TAP, 6" C-900 (DR14) BELL & SPIGOT PVC PIPE, 6" BACK FLOW ASSEMBLY, 6"X6" MJ TEE W/ FIRE

HYDRANT ASSEMBLY, 6"X6" MJ TEE W/ 6" MJ RS GAVE VALVE W/ POST INDICATOR, TEMPORARY 2-6" MJ PLUG W/ BLOW OFF SAMPLE PORT, AND 6" MJ FOLLOWER ANCHOR GLAND.

25. FIRE WATER SYSTEM TESTING - PRESSURE TEST FIRE WATER AT 200 PSI, UPON PASSING TESTING PLACE FIRE SYSTEM INTO SERVICE.

26. 8" WATER PIPE CONNECTION - ISOLATE 8" WATER MAIN, REMOVE PORTION OF 8" PVC PIPE WATER MAIN & TEMPORARY 8" PLUG, PROVIDE 8" C-900 (DR18) BELL & SPIGOT PVC PIPE, 2-8" MJ 45 BENDS, 8" MJ FOLLOWER ANCHOR GLAND, MAKE CONNECTION BETWEEN NEW AND

EXISTING 8" WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

27. 2" WATER SERVICE - EXCAVATE LOCATE AND VERIFY EXISTING WATER SERVICE MATERIALS, ISOLATE 2" WATER SERVICES, REMOVE PORTION OF 2" PVC PIPE WATER MAIN & TEMPORARY 2" PLUG, PROVIDE 2" SCH 80 PVC PIPE & FITTINGS, PIPE COUPLING TO MATE NEW AND

EXISTING SERVICE PIPES, MAKE CONNECTION BETWEEN NEW 2" AND EXISTING WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

28. 6" FIRE WATER SYSTEM - 2 LOCATIONS ISOLATE 6" FIRE WATER PIPE & SERVICE, REMOVE PORTION OF 6" PVC PIPE WATER SERVICE, 6" BACK FLOW ASSEMBLY, & TEMPORARY 6" PLUG, PROVIDE 6" C-900 (DR18) BELL & SPIGOT PVC PIPE, 6"X6" MJ TEE, 6" MJ RS GAVE VALVE W/ POST

INDICATOR, 6" MJ FOLLOWER ANCHOR GLAND, MAKE CONNECTION BETWEEN NEW AND EXISTING 6" WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

29. 8" WATER PIPE CONNECTIONS - 3 LOCATIONS ISOLATE 8" WATER MAINS, REMOVE PORTION OF 8" PVC & AC PIPE WATER MAIN & TEMPORARY 8" PLUG, ABATE REMOVED AS PIPE MATERIALS, PROVIDE 8" C-900 (DR18) BELL & SPIGOT PVC PIPE, 4-8" MJ 45 BENDS, 8" MJ PVC BY AC PIPE

COUPLING, 8" MJ FOLLOWER ANCHOR GLAND, MAKE CONNECTION BETWEEN NEW AND EXISTING 8" WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

30. 6" WATER SYSTEM PIPE CONNECTIONS - 2 LOCATIONS ISOLATE 6" WATER MAINS, REMOVE PORTION OF 6" PVC PIPE WATER MAIN & TEMPORARY 6" PLUG, PROVIDE 6" C-900 (DR18) BELL & SPIGOT PVC PIPE, 4-6" MJ 45 BENDS, 6" MJ FOLLOWER ANCHOR GLAND, MAKE CONNECTION

BETWEEN NEW AND EXISTING 6" WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

31. CUT IN TEE & VALVE, WATER HYDRANT INSTALLATION - ISOLATE 6" WATER MAINS, REMOVE PORTION OF 6" PVC PIPE WATER MAIN, PROVIDE 6" C-900 (DR18) BELL & SPIGOT PVC PIPE, 6"X6" MJ TEE W/ FIRE HYDRANT ASSEMBLY, 6" MJ PVC COUPLING, 6" MJ FOLLOWER ANCHOR

GLAND, MAKE CONNECTION BETWEEN NEW AND EXISTING 8" WATER PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

32. FIRE SERVICE CONNECTIONS - 3 LOCATIONS ISOLATE FIRE WATER SERVICES, REMOVE PORTION OF 6" & 4" WATER PIPE, PROVIDE 6" & 4" C-900 (DR18) BELL & SPIGOT PVC PIPE, 2-4" MJ 45 BEND, 4-6" MJ 45 BEND, 4" MJ 90 BEND, MAKE CONNECTION BETWEEN NEW AND EXISTING

FIRE WATER SERVICE PIPES, FLUSH SYSTEM, AND PLACE INTO SERVICE.

FLAG NOTES 33 THROUGH 39 NOT USED

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

FLAG NOTE DETAILS:

CC-501

CC-501

CC-501

CC-501

CC-502

CC-501

CC-502

CC-502

SCALE:

CENTRAL INDUSTRIAL AREA

1" = 40'

PROPOSED WATER SYSTEM

CC-103

W A

T E

R

S

Y S

T E

M

H A

N G

SHEET CC-103 CONSTRUCTION FLAG 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.

40. 6" WATER MAIN - SALVAGE FIRE HYDRANT, PROVIDE 6" MJ 90 BEND, 3-6" 45 MJ BENDS, 2-6"X2" TAPPING SADDLE, 2-2" IPT BRASS CLOSE NIPPLE, 2-2" IPT RS GATE VALVE W/

VALVE BOX, MAKE ASSEMBLY, PRESSURE TEST, MAKE 2" TAP, 6" BACKFLOW PREVENTION ASSEMBLY, 6" TEMPORARY PLUG W/ SAMPLE PORT, TEMPORARY 2" JUMPER, AND 6"

MJ ANCHOR FOLLOWER GLANDS.

41. 2" WATER SERVICE - 3 LOCATIONS PROVIDE 2" SCH 80 PVC PIPE & FITTINGS, 2" BRASS PIPE ABOVE GRADE, 2-2" BACKFLOW METERS ASSEMBLY, AND 3-TEMPORARY 2" PLUG

W/ SAMPLE PORTS.

42. HANGAR K 4" WATER MAIN - ISOLATE 6" WATER PIPE, REMOVE PORTION OF 6" WATER PIPE & FITTING, PROVIDE 6" TEMPORARY PLUG W/ 2" JUMPER, SECURE AND RESTORE

NORTHERN WATER PIPE TO SERVICE, PROVIDE FKM MJ GASKETS, 6"X4" MJ REDUCER, 4" DI PIPE, TEMPORARY 4" MJ PLUG W/ SAMPLE PORT, AND 6" & 4" MJ ANCHOR

COUPLINGS.

43. WATER SYSTEM TESTING - COMPLETED WATER LINE MAY BE TESTED IN SMALLER ISOLATED SUBSECTIONS. TEMPORARY JUMPER WILL NEED TO BE RELOCATED TO FILL &

FLUSH UNTESTED SECTIONS DOWNSTREAM OF TESTED SUBSECTIONS. RFI FOR APPROVAL CHANGES TO TESTING SEQUENCE. PRESSURE TEST FIRE WATER AT 200 PSI, POTABLE WATER AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND BACTERIA TEST POTABLE WATER SYSTEM. SEE SHEET DEP1 & DEP2 FOR COORDINATION. UPON

RECEIPT OF FDEP CLEARANCE PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

44. WATER SYSTEM CONNECTIONS - 3 LOCATIONS LOCATE AND VERIFY WATER SYSTEM WATER SERVICE SIZE AND MATERIAL, ISOLATE WATER SERVICE AND WATER MAIN, REMOVE PORTION OF WATER SERVICE PIPING & TEMPORARY PLUG W/ SAMPLE PORT, PROVIDE NEW AND EXISTING WATER SERVICE PIPE PIPING & FITTINGS TO MAKE

CONNECTION BETWEEN NEW AND EXISTING SERVICE PIPES, GROUT PLUG OPEN END ABANDON WATER PIPES, FLUSH, AND PLACE INTO SERVICE.

45. HANGAR K WATER SERVICE CONNECTION - DEPICTED 4" WATER IS EXISTING, 6" FIRE & 3" WATER IS DESIGNED BY OTHERS AND MAY BE THE NEW WATER SERVICES TO

HANGAR K BY THE TIME OF THIS PROJECT, LOCATE AND VERIFY ACTIVE WATER SERVICE SIZE AND MATERIALS, ISOLATE AND REMOVE WATER SERVICE FROM 6" WATER

MAIN, PROVIDE PRESSURE PLUG TO SERVICE CONNECTION TO 6" WATER MAIN & SECURE TO WATER PIPE, FKM MJ GASKETS OR IPT METAL PIPE & FITTINGS AND MAKE

CONNECTION BETWEEN NEW 4" AND EXISTING SERVICE PIPES, ENCASE NEW UNDERGROUND CONNECTION ASSEMBLY IN BENTONITE CLAY, FLUSH, AND PLACE INTO

SERVICE, HANGAR K NORTH WING LOCATE SERVICE, CLOSE VALVE, DISCONNECT SERVICE, PROVIDE PRESSURE PLUG TO ACTIVE WATER SYSTEM, & GROUT PLUG ABANDON

OPEN END PIPES.

46. 6" FIRE SYSTEM CONNECTION - ISOLATE WATER MAIN, REMOVE PORTION OF WATER MAIN, PIPE SECTION WITH OLD WATER SERVICE CONNECTIONS. AND TEMPORARY 6"

PLUG, PROVIDE 6" C-900 PVC PIPE, 6"X6" MJ TEE, 6" MJ COUPLING, 6" ANCHOR COUPLING, MAKE 3 WAY CONNECTION BETWEEN NEW AND EXISTING WATER PIPE, FLUSH

WATER SYSTEM AND PLACE INTO SERVICE.

47. 6" WATER MAIN - REMOVE ABOVEGROUND 8" SPOOL, PROVIDE ABOVEGROUND 8"X6" FL TEE W/ 6" FL RS OS&Y GATE VALVE, 6" FL SPOOL, FLUSH AND RESTORE FIRE PUMP

SERVICE, 6" FL 90 BAND, 6" DI FLXPE RISER PIPE, 6" MJ 90 BEND, 6" C-900 PVC PIPE, 6" MJ 45 BEND, TEMPORARY 6" PLUG W/ SAMPLE PORT, PRESSURE TEST NEW FIRE

SERVICE PIPE IN ACCORDANCE W/ FLAG NOTE 43, REMOVE 2 TEMPORARY 6" MJ PLUGS, PROVIDE 6" C-900 PVC PIPE, 6" MJ COUPLING, 6" MJ ANCHOR COUPLING, MAKE

CONNECTION BETWEEN NEW AND EXISTING WATER PIPE, FLUSH WATER SYSTEM AND PLACE INTO SERVICE.

48. 4" FIRE SERVICE - REMOVE 4" ABOVEGROUND BACKFLOW, SALVAGE IN PLACE UP STREAM 4" OS&Y GATE VALVE, PROVIDE 4" DI FL SPOOL, MAKE CONNECTION BETWEEN 4" FL

90 BEND & 4" GATE VALVE, FLUSH WATER SYSTEM AND PLACE INTO SERVICE.

FLAG NOTE DETAILS

CONSTRUCTION FLAG NOTES:

APPLICABLE ALL PARTS OF THE PROJECT

49. FIRE HYDRANTS - HAVE BASE CONTRACTOR FLOW TEST NEW AND AFFECTED FIRE HYDRANTS, PROVIDE AND PAINT FIRE HYDRANT BARRELS SAFETY YELLOW ON POTABLE

WATER SYSTEMS AND SAFETY RED ON FIRE WATER SYSTEMS, PAINT HYDRANT BONNETS BASED ON DETERMINED FLOW RATE SAFETY BLUE 1,500 GMP OR MORE, SAFETY

GREEN 1,000 - 1,499 GPM, OR SAFETY ORANGE 500 - 999 GPM.

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

CC-501

CC-501

CC-501

CC-502

CC-501

CC-501

CC-502

CC-502

FULL JOINT CENTERED

JOINT SPACING AT CROSSINGS

WATER MAIN

3' MINIMUM

ALTERNATE

WATER MAIN

CROSSINGS (1)

12" IS THE MINIMUM, EXCEPT FOR

STORM SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

6" MINIMUM

12" PREFERRED

3' MINIMUM

WATER MAIN

HORIZONTAL SEPARATION

3' MINIMUM

10' PREFERRED

WATER MAIN

VACUUM TYPE

SANITARY SEWER

STORM SEWER,

STORMWATER FORCE MAIN

RECLAIMED WATER (2)

OTHER PIPE

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

3' MINIMUM

ALTERNATE

WATER MAIN

6' MINIMUM

ALTERNATE

WATER MAIN

FULL JOINT CENTERED

WATER MAIN

12" IS THE MINIMUM, EXCEPT FOR

GRAVITY SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

10' PREFERRED

6' MINIMUM (3)

WATER MAIN

GRAVITY OR PRESSURE

SANITARY SEWER,

SANITARY SEWER FORCE MAIN,

RECLAIMED WATER (4)

10 FT. MINIMUMON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM

1. WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES.

2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

3. 3 FT. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.

4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610.

5. SEE SHEET DEP1 FOR UTILITY SEPARATION LOCATIONS

FULL JOINT CENTERED

PRIME COAT

12" STABILIZED SUBBASE,

COMPACT TO 95% MODIFIED

PROCTOR DENSITY, MIN LBR 40

9" LIMEROCK BASE, COMPACT TO

98% MODIFIED PROCTOR DENSITY,

MIN LBR 100

2 COURSES OF ASPHALTIC CONCRETE, 1ST COURSE

1.5" FDOT TYPE S-I, 2ND COURSE 1.25" FDOT

TYPE S-III, PRIME COAT BETWEEN COURSES

6"

24" SOD

12"

6"

SLOPE PER OSHA

(29 CFR PART 1926.650-.652)

BACKFILL IN 8" LIFTS 95%

COMPACTION PRIOR TO

CONTINUING WITH

SUCCEEDING LAYER

BACKFILL IN 6" LIFTS

THOROUGHLY TAMPED TO

UNDISTURBED STABLE

SOIL MATERIAL

95% COMPACTION

TO CENTERLINE OF PIPE

BACKFILL LIGHTLY CONSOLIDATED

FLAT BOTTOM TRENCH

FINISHED GRADE - PROVIDE

NOTED SURFACE RESTORATION

WARNING TAPE

#10 INSULATED

SOLID COPPER WIRE

CC-501

C I V

T

A I L

S

ASPHALT PAVEMENT

TYPICAL TRENCH SECTION

THRUST BLOCKS

UTILITY SEPARATION

TRENCH NOTES:

1. TRENCH SIDE SLOPE AND SHORING SHALL BE IN

ACCORDANCE WITH OSHA CONSTRUCTION STANDARDS

FOR EXCAVATION ( 29 CFR PART 1926.650 - .652, SUBPART

P).

2. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF

ASPHALT, LARGE ROCKS (3" DIA. MAX.), WOOD, ROOTS AND

OTHER ORGANIC MATTER.

3. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO

ALLOW FOR BELL SECTION OF PIPE.

4. BACKFILL SHALL BE COMPACTED BENEATH THE

HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS

COMPACTION SHALL BE 95% OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T-180, O D.OR O.T.

SPECIFICATIONS WHICHEVER IS GREATER.

5. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE

AND COMPOSITION AS THE MATERIALS REMOVED OR

EQUAL OR GREATER STRUCTURAL ADEQUACY.

MIN 1'

O D

V A

R I E

S

M

C

O V

E R

MIN 2' SEPARATION

SINGLE PIPE

TRENCH WALL

DUAL PIPE

TRENCH WALL

MAX. WATER LEVEL

PERMITTED DURING

CONSTRUCTION

FINISH GRADE

CONCRETE ENCASEMENT

3,000 PSI MINIMUM

12"

4" OR 6" DIA SCH 4O STEEL

PIPE PAINTED PRIME COAT

THEN OSHA SAFETY YELLOW

1/2" SLOPE

FILL WITH CONCRETE

AND ROUND OFF TOP

TRAFFIC BOLLARD

SAW CUT BACK FOR CLEAN

EDGE PRIOR TO PAVING,

TACK COAT

TEMPORARY DRIVING SURFACE

12" CRUSHER RUN GRAVEL

COMPACTED IN PLACE

TYPICAL TRENCH SECTION

WATER MAIN

3/4" TYPE "K"

COPPER SERVICE

3/4" CORP. STOP

SADDLE

3/4" CURB STOP

GRADE

WATER SAMPLE POINTS

PLUG W/ 3/4" CORP STOP

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

THREADED COPPER UNION

POTABLE WATER SERVICE

POTABLE SERVICE BACKFLOW PREVENTION & METER ASSEMBLY

PIPE

SUPPORT

NOTE: IF THE DEPTH OF THE VALVE NUT IS GREATER THAN 48" BELOW GRADE, OR 30" BELOW GRADE

AND UNDER THE WATER TABLE, A VALVE EXTENSION WILL BE REQUIRED. NAME PLATE WITH VALVE

OPERATION INFORMATION AND VALVE NUMBER TO BE INSTALLED ON ALL NEW VALVES. COORDINATE

WORK WITH CCAFS WATER AND WASTE DEPT.

CC-502

C I V

T

A I L

S

SCALE:

BURIED VALVE

NONE

CC-502

SCALE:

FIRE HYDRANT

NONE

CC-502

FINISHED GRADE

OPEN

CI VALVE BOX

3'x3'x4" CONCRETE PAD INDICATE

PIPE SIZE AND FLOW DIRECTION IN

BLUE PAINT

2" SQ. OPERATOR VALVE

(OPEN CLOCKWISE)

#10 AWG INSULATED

SOLID COPPER WIRE

18"x18"x3"

CONCRETE PAD

POST INDICATOR

VALVE NOTES:

PAINT POTABLE WATER VALVE BOX COVERS BLUE.

PAINT FIRE WATER VALVE BOX COVERS & POST INDICATORS RED.

SCRIBE IN WET POURED CONCRETE PAD WATER LINE DIRECTIONS.

IMBEDDED WITHIN CONCRETE PAD, MIN 2" DIA T BRASS SURVEY MARKER FOR OTHERS TO

MARK OF VALVE NUMBER.

BRASS SURVEY

MARKER (TYP)

BRASS SURVEY

MARKER

SCALE:

TEMPORARY JUMPER

NONE

CC-502

ASPHALT SURFACE

BASE

3'X3'X6"

THICK CONC. PAD

TYP. EACH VALVE BOX.

3" DIA. BRONZE OR S.S. DISC

ANCHORED IN CONC.

#4 BARS

ALL AROUND

3" DIA. BRONZE OR STAINLESS STEEL

DISC ANCHORED IN CONC.

4" x 4" x 18" LONG (MIN.)

PRECAST POST WITH 3"

DIAMETER BRONZE DISC

SET IN GROUT AS SHOWN

ABOVE.

NOTES:

1. BRONZE OR S.S. IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES.

VALVE BOX AND

COVER (TYP.)

TOP FLUSH WITH

FINISHED GRADE

3000 P.S.I. CONCRETE MIN.

VALVE BOX AND COVER (TYP.)

ANCHOR

(TYP.)

VALVE COLLAR

IMPROVED CONDITION

UNIMPROVED CONDITION

9"

2" MIN.

12"

4"

CC-502

CC-502

12" MIN

1 CU FT

#57 STONE

SCALE:

HOSE BIB

NONE

CC-501

CC-502

WATER

VALVE

PIPE W/ ANCHOR MJ GLANDS

CC-501

2 1/2"Ø THRU 36"Ø PIPE

GRINNELL FIGURE 264

ADJUSTABLE CAST IRON

SADDLE SUPPORT

PAINT SAME AS PIPING

STANDARD PIPE FLANGE,

ATTACH TO CONCRETE W/ 4

SST STUD TYPE CONCRETE

ANCHORS

1 1/2" GROUT BED

SCALE:

SUPPORT STAND

NONE

C-502

CRISPIN (THERMAL ACTUATING

VALVE FOR FREEZE PROTECTION)

SCALE:

FIRE SERVICE BACKFLOW PREVENTION ASSEMBLY

NONE

C-502

WHEN CALLED OUT

TYP 6" DIA BOLLARD

BACKFLOW PREVENTION ASSEMBLY NOTES:

1. FIRE WATER SERVICE ASSEMBLY IS TO BE PAINTED SAFETY RED.

2. POTABLE WATER SERVICE ASSEMBLY IS TO BE PAINTED SAFETY BLUE.

3. ALL ABOVE GROUND BOLTS AND NUTS TO BE #304 STAINLESS STEEL.

4. ALL THREAD ROD WILL NOT BE PERMITTED.

5. USE CRISPIN THERMAL ACTIVATED VALVE (TAV5-35F) WITH ISOLATION VALVE TO

PROVIDE FREEZE PROTECTION.

6. FREEZE PROTECT WITH FLEXIBLE ELASTOMERIC CELLULAR 2-LAYERS OF 3/4".

MATERIAL SHALL BE FLEXIBLE EXPANDED CLOSED-CELL STRUCTURE WITH

SMOOTH SKIN ON BOTH SIDES AND 2 COATS OF APPROVED PROTECTIVE

COATING. FLEXIBLE MATERIAL SHALL BE IN ACCORDANCE WITH ASTM C 534,

TYPE II.

7. ALL BACKFLOW PREVENTERS SHALL BE UL CERTIFIED FOR USE IN FIRE SERVICE

SYSTEMS AND UNIVERSITY OF SOUTHERN CALIFORNIA - FOUNDATION FOR

CROSS-CONNECTION CONTROL & HYDRAULIC RESEARCH

(www.usc.edu/dept/fccchr/)

8. ABOVEGROUND RISER PIPES SHALL BE METAL PIPE AS NOTED.

SCALE:

4" & LARGER BACKFLOW PREVENTION & METER ASSEMBLY

NONE

C-502

FL 90° BEND

FL RES. SEAT OS&Y VALVE

M

M A

X

GRADE

FINISHED

FLOW

TYP PIPE FLANGE PIPE SUPPORT

2 MJ 90° BEND

W/ ANCHOR GLANDS

C-502

CONC. PAD 6" THICK, WIDTH TO BE DETERMINED BY THE

SIZE OF PIPE: (18" ON EITHER SIDE OF PIPE). SET 2" ABOVE

FINISHED GRADE

C-501

THRUST

BLOCK

COMPOUND POTABLE WATER METER

2 DIA 5 DIA

12"12"

STRAINER

CLOCK DIRECTION TO

CAPTURE CONNECTION

ALIGNMENT

CLOCK DIRECTION TO

CAPTURE CONNECTION

ALIGNMENT

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

C E

N T

R A

L

I N

D U

S T

R I A

L

A

R E

A

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

B

4 5 6

U S

T

H

C

I V

G

I N

E E

R I N

G

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

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

D B

B

C O

N T

R A

F

A D

C

D

A

B

C A

N

A V

E R

S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

HYDRANT TO BE PAINTED @ FACTORY W/

HIGH-PERFORMANCE EPOXY, FIELD APPLY

FINAL PAINT BARREL, FLANGE, & EXPOSED

PIPE SAFETY YELLOW POTABLE & SAFETY

RED ON-POTABLE COLOR AND BONNET

BASED ON HYDRANT FLOW RATE

FIRE HYDRANT NOTES:

HAVE BASE CONTRACTOR FLOW TEST AND CONTRACTOR THEN

PAINT ALL NEW, REUSED, OR FIRE HYDRANTS LOCATED ON

EXISTING WATER LINES CONVERTED TO DEDICATED FIRE WATER

DISTRIBUTION SYSTEM:

SAFETY BLUE - 1,500 GMP OR MORE

SAFETY GREEN - 1,000 TO 1,499 GPM

SAFETY ORANGE - 500 TO 999 GPM

SAFETY RED - BELOW 500 GPM

PAINT FIRE HYDRANT BONNET AND CAPS COLOR BASED OF FLOW

TEST RATE.

ALL REMAINING EXPOSED PORTIONS OF FIRE HYDRANT PAINT

COLOR BASED ON TYPE OF WATER SYSTEM IT IS CONNECTED TO.

SYSTEM TESTING NOTES:

BACKFLOW PREVENTION SHALL BE USED FOR FILLING NEW WATER SERVICE MAIN, FLUSHING, PROVIDING WATER FOR BACTERIOLOGICAL

SAMPLING AND MAINTAINING PRESSURE IN THE MAIN AFTER SUCCESSFUL BACTERIOLOGICAL TESTING. THE TIE-IN VALVE IS NOT TO BE

OPERATED AND JUMPER IS NOT TO BE REMOVED UNTIL CLEARANCE HAS BEEN OBTAINED FROM FLORIDA DEPT. OF ENV. PROTECTION. AFTER

CLEARANCE, THE TIE-IN VALVE SHALL BE OPENED THE JUMPER REMOVED AND THE MAIN THOROUGHLY FLUSHED UNDER THE SUPERVISION OF

THE CONTRACTING OFFICER.

JUMPER BACKFLOW PREVENTION DEVICE AND PRESSURE TESTING GAGES SHALL BE CERTIFIED OPERABLE ACCURATE WITHIN THE LAST 12

MONTHS.

ATTACHMENT TO WATER MAINS MAY VARY LIKE FIRE HYDRANT HOSE CONNECTION, MAIN ISOLATION VALVES W/ TAPED BLIND FLANGE, OR

SERVICE TAP, ECT...

CD-101

D E

M O

L I T

I O

N

A

S

T O

R A

T I O

N

SHEET CD-101 & CD-102

DEMOLITION AND RESTORATION FLAG 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.

50. REMOVE PORTION OF EXISTING PVC, DUCTILE IRON, OR COPPER WATER PIPE AND FITTINGS.

51. REMOVE PORTION OF EXISTING TRANSITE (ASBESTOS CEMENT) PIPE.

52. REMOVE ABOVEGROUND BACK FLOW AND FL SPOOL.

53. PROTECT UTILITY TRENCH IN PLACE.

54. REMOVE OR SALVAGE FIRE HYDRANT.

55. CLOSE VALVE AND REMOVE VALVE BOX & CONCRETE COLLAR.

56. REMOVE AND REPLACE ASPHALT PAVEMENT.

57. REMOVE AND REPLACE 4" CONCRETE WALK OR DECK, 5' SAW CUT GRID AND TRAFFIC CURB.

58. PROVIDE SOD…