DBEH_11-1535H _Rpr_Wtr_Lines_-_Skid_Strip _Flight_Control_ _Lighthouse_Road _CCAFS.pdf

INDUSTRIAL AREA

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MERRITT

ISLAND

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PIER ROAD

AIR FORCE STATION

CAPE CANAVERAL

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TITUSVILLE

BEACH ROAD

SPACE

NASA PARKWAY WEST

CENTER

KENNEDY

ORBITER LANDING

SPACE SHUTTLE

FACILITY

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LOCATION

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BANANA

RIVER

SOUTH GATE

PASS & I.D.

ATLANTIC

OCEAN

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CANAVERAL

INDIAN

RIVER

PROJECT

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CCAFS

INDUSTRIAL AREA

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KENNEDY SPACE CENTER

INDUSTRIAL AREA

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PATROL RD

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CAPE CANAVERAL

AIR FORCE

STATION

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OLD

SPIN TEST

FACILITY

MSA #5

CAMERA

PAD #21

FSA #1

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CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SCALE:

VICINITY MAP

NONE

SCALE:

LOCATION PLAN

NONE

DBEH 11-1535H

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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

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E/OH

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SS

NG

SD

SF

2'' W

8'' F

4'' W

AIP

G/N2

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

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)

DRAWING INDEX

SHEET ID DESCRIPTION

G-001 VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

CC-101 WATER DISTRIBUTION SYSTEM PLAN

CC-102 FLIGHT CONTROL AND LIGHTHOUSE ROADS WATER DISTRIBUTION SYSTEM PLAN

CC-110 WATER DISTRIBUTION SYSTEM PLAN

CC-111 SKID STRIP ROAD TO AREA 59 WATER DISTRIBUTION SYSTEM 1

CD-111

EXISTING UTILITIES, PROJECT DEMOLITION, AND RESTORATION PLAN

CD-112

EXISTING UTILITIES, PROJECT DEMOLITION, AND RESTORATION PLAN

CC-501

CIVIL DETAILS 1

CC-502 CIVIL DETAILS 2

FDEP1

FDEP PERMIT & SAMPLING PLAN

FDEP2

FDEP PERMIT & SAMPLING PLAN

G-002 STORMWATER POLLUTION PREVENTION PLAN

CV-101

CV-102

SKID STRIP ROAD WATER DISTRIBUTION SYSTEM PLAN

FLIGHT CONTROL AND LIGHTHOUSE ROAD WATER DISTRIBUTION SYSTEM PLAN

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PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

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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

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FDEP PERMIT & SAMPLING PLAN

FDEP4

FDEP PERMIT & SAMPLING PLAN

CD-113

CD-114

EXISTING UTILITIES, PROJECT DEMOLITION, AND RESTORATION PLAN

EXISTING UTILITIES, PROJECT DEMOLITION, AND RESTORATION PLAN

REPAIR WATER LINES - SKID STRIP,

FLIGHT CONTROL, AND

LIGHTHOUSE ROAD, CCAFS

CC-112 SKID STRIP ROAD TO AREA 59 WATER DISTRIBUTION SYSTEM 2

CC-113 FLIGHT CONTROL AND LIGHTHOUSE ROADS WATER DISTRIBUTION SYSTEM PLAN

CC-114 LIGHTHOUSE AND IRBM ROADS WATER DISTRIBUTION SYSTEM PLAN

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, PROGRAMS FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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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° 27' 55" N LONGITUDE: 80° 34' 35" W

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

PROJECT NAME: REPAIR WATER LINES, SKID STRIP, FLIGHT CONTROL, AND

LIGHTHOUSE ROADS, CCAFS

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 & 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: 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 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 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

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SCALE:

SKID STRIP ROAD WATER SYSTEM

1" = 200'

600'400'200'0'200'

GRAPHIC SCALE 1" = 200'

PROJECT SCOPE FLAG NOTES:

A. NEW POTABLE WATER DISTRIBUTION OR SERVICE PVC PIPE.

B. NEW FIRE WATER DISTRIBUTION OR SERVICE PVC PIPE.

C. NEW POTABLE WATER METER & BACKFLOW.

D. NEW FIRE SYSTEM BACKFLOW PREVENTION DEVICE.

E. BACKFLOW ASSEMBLY REMOVED FROM FIRE WATER DISTRIBUTION SYSTEM.

F. NEW OR REPLACED FIRE HYDRANT.

G. WATER PIPE HORIZONTAL DIRECTIONAL DRILL INSTALLATION.

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

I. EXISTING POTABLE WATER DISTRIBUTION PIPE TO BE CONVERTED TO DEDICATED FIRE WATER DISTRIBUTION SYSTEM.

J. EXISTING POTABLE WATER DISTRIBUTION & SERVICE PIPE TO BE ABANDON IN PLACE.

K. VIEW 2, 3, & 4 SKID STRIP RUNWAY AREA IS A ACCESS RESTRICTED AREA. DAILY COORDINATION REQUIRED FOR ENTRY AND

OPERATION WITHIN THIS AREA. EQUIPMENT AND VEHICLE OPERATORS WITHIN THIS AREA WILL REQUIRE TRAINING TO OPERATE WITH

THIS AREA.

L. VIEW 5, 6, 7, & 8 PERFORM WORK INSIDE AREA 59 WHICH IS AN ACCESS RESTRICTED AREA. CONTRACTOR WILL NEED TO PROVIDE

APPROVED ESCORTS FOR PERSONAL TO WORK WITHIN THIS ACCESS RESTRICTED AREA.

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CC-102

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SCALE:

FLIGHT CONTROL AND LIGHT HOUSE ROAD WATER SYSTEM

1" = 300'

900'600'300'0'300'

GRAPHIC SCALE 1" = 300'

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PROJECT SCOPE FLAG NOTES:

A. NEW POTABLE WATER DISTRIBUTION OR SERVICE PVC PIPE.

B. NEW FIRE WATER DISTRIBUTION OR SERVICE PVC PIPE.

C. NEW POTABLE WATER METER & BACKFLOW.

D. NEW FIRE SYSTEM BACKFLOW PREVENTION DEVICE.

E. BACKFLOW ASSEMBLY REMOVED FROM FIRE WATER DISTRIBUTION SYSTEM.

F. NEW OR REPLACED FIRE HYDRANT.

G. WATER PIPE HORIZONTAL DIRECTIONAL DRILL INSTALLATION.

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

DISTRIBUTION SYSTEM.

I. EXISTING POTABLE WATER DISTRIBUTION PIPE TO BE CONVERTED TO DEDICATED FIRE WATER

DISTRIBUTION SYSTEM.

J. EXISTING POTABLE WATER DISTRIBUTION & SERVICE PIPE TO BE ABANDON IN PLACE.

BID ALTERNATE 1

K. VIEW 14 SPACE MUSEUM NEW FIRE WATER DISTRIBUTION AND SERVICE PVC PIPE.

CC-110

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PROJECT CONSTRUCTION FLAG NOTES (SHEETS CC-111 THRU CC-114):

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. HDD PIPE INSTALLATION - 8 LOCATIONS, PROVIDE BY HORIZONTAL DIRECTIONAL DRILL (HDD) UNDER ROADWAY PIPE RUN SIZE FUSED

DR18 PVC PIPE, 4” AND LARGER DIAMETER AND 2” HDPE PIPE.

2. 8” BACKFLOW - OBTAIN GFE 8” DOUBLE CHECK BACKFLOW, 2-8" FL 90 BEND, 2-8" MJ 90 BEND, 2-8" FL DI PIPE RISER, 4-8" MJ ANCHOR

FOLLOWER GLANDS, 4-8" MJ JOINT KIT, & 4-8" FL JOINT KIT, VERIFY WORK AREA EXISTING PIPING MATERIAL, PROVIDE 12”X8” TAPPING

SADDLE, 8” MJ TAPPING VALVE W / VALVE BOX, MAKE ASSEMBLY & PRESSURE TEST, MAKE 8” TAP, 8” BLUE - DR 18 - C-900 PVC PIPE, INSTALL GFE MATERIALS 8” DOUBLE CHECK BACK FLOW ASSEMBLY, 8” MJ 45 BEND, TEMPORARY 8” MJ PLUG W / SAMPLE PORT, 8” MJ

ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, PRESSURE TEST NEW WORK AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND

BACTERIA TEST POTABLE WATER SYSTEM. SEE SHEET DEP1 FOR COORDINATION. UPON RECEIPT OF FDEP CLEARANCE FILL, FLUSH, &

PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE

3. 8” PIPE CONNECTION - REMOVE & ABATE PORTION OF 8” AC PIPE AND TEMPORARY 8” PLUG & SAMPLE PORT, PROVIDE 8” BLUE - DR 18 -

C-900 PVC PIPE, 8”MJ 45 BEND, 8” MJ PVC TO AC PIPE AC PIPE COUPLING, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE

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

4. 12” WATER PIPE - ISOLATE EXISTING WATER SYSTEM, REMOVE PORTION OF 12” & 8” PVC PIPE & DI MJ FITTING, PROVIDE 12” 8”, & 4” BLUE

- DR 18 - C-900 PVC PIPE, 2-12” MJ RS GAVE VALVE W / VALVE BOX, 2-12” MJ 45 BENDS, MAKE CONNECTION TO 12” PVC PIPE INSTALLED BY

HDD METHOD, 12”X4” MJ TEE W / 4” MJ RS GATE VALVE & VALVE BOX, 12”X8” MJ TEE W / 8” MJ RS GATE VALVE & VALVE BOX, TEMPORARY

12” MJ PLUG W / SAMPLE PORT, AND 12”, 8”, & 4” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

5. 4” WATER SERVICE - FIRE STATION - 4” BLUE - DR 18 - C-900 PVC PIPE, 2-4” MJ 90 BENDS, MAKE CONNECTION TO 4” PVC PIPE INSTALLED

BY HDD METHOD, 4” MJ 22.5 BEND, MAKE 4” PIPE RUN TO ADJACENT TO CONNECTION, TEMPORARY 4” MJ PLUG W / SAMPLE PORT, AND 4”

MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

6. 2” WATER SERVICE - 2 LOCATIONS FAC 50166 & 50211, PROVIDE 12”X2” TAPPING SADDLE, 2” IPT TAPPING VALVE W / VALVE BOX, 2-2' BASS

NIPPLES, MAKE ASSEMBLY & PRESSURE TEST, MAKE 2” TAP, 2” SCH-80 PVC PIPE & FITTINGS, 2” BACKFLOW & METER ASSEMBLY, MAKE

CONNECTION TO 2” HDPE PIPE INSTALLED BY HDD METHOD, MAKE 2” PIPE RUN ADJACENT TO SERVICE CONNECTION POINT, AND

TEMPORARY 2” MJ PLUG W / SAMPLE PORT.

7. 8” PIPE BRANCH - SKID STRIP ROAD - OBTAIN GFE 8" DOUBLE CHECK BACKFLOW, PROVIDE 8” BLUE - DR 18 - C-900 PVC PIPE, 8”MJ TEE

ROLL UP, 8” BACKFLOW ASSEMBLY USING GFE 8" BACKFLOW, TEMPORARY 8” BLIND FLANGE, 8” MJ 80 BEND, 8” MJ RS GATE VALVE W /

VALVE BOX, TEMPORARY 8” MJ PLUG W / SAMPLE PORT, AND 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

8. WATER SYSTEM TESTING - FILL & FLUSH FROM 12” CONNECTION, TEST POTABLE WATER AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND BACTERIA TEST POTABLE WATER SYSTEM. SEE SHEETS FDEP1 THRU FDEP4 FOR COORDINATION. UPON RECEIPT OF FDEP

CLEARANCE FLUSH & PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

9. 2” WATER SERVICE CONNECTION - 2 LOCATIONS FAC 50166 & 50211, LOCATE EXISTING 2” WATER SERVICE REMOVE PORTION OF 2”

WATER SERVICE PIPE AND AIR FIELD OPS OLD BACK FLOW, PROVIDE 2” SCH 80 PVC PIPE & FITTINGS, MAKE CONNECTION BETWEEN

NEW & EXISTING SERVICE PIPES, FILL, FLUSH, AND PLACE INTO SERVICE.

10. AIRFIELD 8” FIRE LOOP - 2 LOCATIONS, REMOVE & ABATE AC PIPE, FITTINGS, VALVE, PROVIDE 8” BLUE - DR 18 - C-900 PVC PIPE, 5 MJ PVC

TO AC PIPE COUPLINGS, 8” MJ RS GAVE VALVE W / VALVE BOX, 8” MJ TEE, 8” MJ 90 BEND, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST

BLOCKS, MAKE 3 WAY & 2 WAY CONNECTION, FILL, FLUSH, AND PLACE INTO SERVICE.

11. FIRE STATION WATER SERVICES - SALVAGE 8” DOUBLE CHECK BACKFLOW W / 8" OS&Y GATE VALVE, 8" OS&Y GATE VALVE, & 8" BLIND

FLANGE W / HOSE CONNECTION, LEAVE 8" FL 90 & TEE IN PLACE, INSTALL SALVAGED SINGLE 8" FL OS&Y GATE VALVE ON DISCHARGE

SUPPLY RISER & 8" BLIND FLANGE W / HOSE CONNECTION REMOVED ONTO 8" TEE, PROVIDE 8” FL DI SPOOL & PLUG IN REMOVED HOSE

CONNECTION LOCATION , FILL, FLUSH AND RESTORE FIRE WATER SERVICE, CLOSE 4” VALVE, SALVAGE 4” RP BACKFLOW, PROVIDE 4"

BLIND FLANGE TO WATER SUPPLY RISER, 4” METER TO DISCHARGE RISER, INSTALL SALVAGED 4” RP BACKFLOW UP STREAM OF METER, 4" FL SPOOL, 4" FL 90 BEND, 4" FL DI PIPE SUPPLY RISER, 4" MJ 90 BEND, 4" BLUE - DR 18 - C-900 PVC PIPE, REMOVE TEMPORARY 4" PLUG

& SAMPLE PORT, MAKE CONNECTION NEW AND PREVIOUS INSTALLED 4" PIPE, FILL, FLUSH, AND RESTORE POTABLE WATER SERVICE.

12. 8” WATER SYSTEM CONNECTION - REMOVE PORTION OF 8” PVC PIPE & TEMPORARY 8" FL BLIND FLANGE, PROVIDE REMAINDER OF 8”

BACKFLOW ASSEMBLY, 8” BLUE - DR 18 - C-900 PVC PIPE, 8” MJ 90 BEND, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, AND

MAKE CONNECTION TO WESTERN 8” WATER MAIN TO BE CONVERTED TO DEDICATED FIRE WATER SYSTEM, FILL FLUSH, AND PLACE INTO

SERVICE. REMOVE TEMPORARY 8” PLUG & SAMPLE PORT, PROVIDE 8” BLUE - DR 18 - C-900 PVC PIPE, 8” MJ 90 BEND, 8” MJ ANCHOR

FOLLOWER GLANDS & THRUST BLOCKS, MAKE CONNECTION TO EASTERN 8” WATER MAIN TO REMAIN POTABLE WATER SYSTEM, FILL, FLUSH, AND PLACE INTO SERVICE.

13. REMOVE 6” FIRE BACKFLOW ASSEMBLY- ISOLATE FIRE WATER SYSTEM, REMOVE 6” ABOVEGROUND BACKFLOW ASSEMBLY & BELOW

GROUND FITTINGS, PROVIDE 6” BLUE - DR14 - C-900 PVC PIPE, 2-6” MJ COUPLINGS, 6” MJ ANCHOR FOLLOWER GLANDS & THRUST

BLOCKS, MAKE CONNECTION BETWEEN NEW & EXISTING SERVICE PIPES, FILL, FLUSH, AND PLACE INTO SERVICE.

14. 12” WATER PIPE - AIR FIELD & AREA 59 - WORK WITHIN AIRFIELD RESTRICTED AREA REQUIRES ADPM TRAINING TO OPERATE EQUIPMENT

AND VEHICLES AND DAILY COORDINATION WITH AIRFIELD OPERATIONS, LIMIT ON SITE MATERIALS & EQUIPMENT, LEMIT OPEN TRENCH

WORK & CLOSE UPON INSTALLATION OF WATER PIPE MATERIALS, ISOLATE EXISTING WATER SYSTEM, REMOVE TEMPORARY 12” PLUG, PROVIDE 12” BLUE - DR 18 - C-900 PVC PIPE, 2-12” MJ 90 BEND, 2-12”X12" MJ TEE, 2-12” MJ RS GAVE VALVE W / VALVE BOX, 2-12” MJ PLUG

W / SAMPLE PORTS, AND 12” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

15. 6” WATER SERVICE - NORTHERN AREA 59 - PROVIDE 12” & 6” BLUE - DR 18 - C-900 PVC PIPE, 12”X6” MJ REDUCER, 6” BACKFLOW & METER

ASSEMBLY, 6” MJ 90 BEND, PIPE RUN INTO AREA 59, TEMPORARY 6” MJ PLUG W / SAMPLE PORT, AND 12” & 6” MJ ANCHOR FOLLOWER

GLANDS & THRUST BLOCKS.

16. 2” WATER SERVICE - FAC 55840 - PROVIDE 2” SCH 80 PCV & FITTINGS OR SDR 11 HDPE PIPE, INSTALLED BY OPEN TRENCH OR HDD

METHOD, AND 2” TEMPORARY JUMPER & 2” PLUG, W / SAMPLE PORT.

17. 2” WATER SERVICE - OUTSIDE AREA 59 - PROVIDE 8”X2” TAPPING SADDLE, 2” IPT TAPPING VALVE W / VALVE BOX, 2-2' BASS NIPPLES, MAKE ASSEMBLY & PRESSURE TEST, MAKE 2” TAP, 2” SCH-80 PVC PIPE & FITTINGS OR SDR 11 HDPE PIPE, INSTALLED BY OPEN TRENCH

OR ALL HDD METHOD, HDD INSTALLATION METHOD UNDER AREA 59 ENTRY AREA, 4-2” RS IPT GATE VALVE W / VALVE BOX, AND 2”

TEMPORARY 2" JUMPER & TEMPORARY 4-2” PLUG W / SAMPLE PORT.

18. 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 SHEETS FDEP1 THRU FDEP4 FOR COORDINATION. UPON RECEIPT OF FDEP

CLEARANCE FLUSH & PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

19. 6” WATER SERVICE CONNECTION - NORTHERN AREA 59 - ISOLATE 6” & 4” WATER SYSTEMS, REMOVE TEMPORARY 6” PLUG & SAMPLE

PORT AND PORTION OF 4” WATER MAIN, PROVIDE, 6” & 4” BLUE - DR 18 - C-900 PVC PIPE, 6”X6” MJ TEE, 2- 6”X4” MJ REDUCER, 6” & 4” MJ

ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, FILL, FLUSH, AND PLACE INTO SERVICE.

20. 4” DISCONNECTION - EASTERN AREA 59 - ISOLATE 4” WATER PIPE FROM TEE, REMOVE PORTION OF 4” WATER PIPE, PROVIDE 4” MJ PLUG

SECURE TO TEE, 4” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, FILL, FLUSH, AND PLACE INTO SERVICE.

21. 12” WATER SYSTEM CONNECTION - EASTERN AREA 59 - REMOVE PORTION 12” & 4” WATER PIPE, TEMPORARY 12” PLUG W / SAMPLE PORT, AND 12”X4” MJ TEE, PROVIDE 12” BLUE - DR 18 - C-900 PVC PIPE, 12” MJ WYE BEND, 12” MJ ANCHOR FOLLOWER GLANDS & THRUST

BLOCKS, MAKE 3 WAY CONNECTION, FILL, FLUSH, AND PLACE INTO SERVICE.

22. 2” WATER SERVICE CONNECTION - FAC 55840 - 2 LOCATIONS, ISOLATE ACTIVE WATER SYSTEMS, LOCATE EXISTING 4” & 2” WATER

SERVICE REMOVE PORTION OF WATER SERVICE PIPES, ABANDON VALVE BOX, 2-TEMPORARY 2” PLUG W/ SAMPLE PORTS, AND 2”

JUMPER, PROVIDE 4” MJ PLUG W / 2” TAP, 2” RS IPT GATE VALVE W/ VALVE BOX, 2” BRASS NIPPLES, 2” SCH 80 PVC PIPE & FITTINGS, MAKE

CONNECTION BETWEEN NEW & EXISTING SERVICE PIPES, FILL, FLUSH, PLACE ALL AFFECTED WATER SYSTEM INTO SERVICE, BRASS

PLUG TO OLD WATER SERVICE VALVE.

23. 2” WATER SERVICE CONNECTION - OUTSIDE AREA 59 - 4 LOCATIONS, LOCATE EXISTING 2” WATER SERVICE REMOVE PORTION OF 2”

WATER SERVICE PIPE & TEMPORARY 2" PLUG W / SAMPLE PORT, PROVIDE 2” SCH 80 PVC PIPE & FITTINGS, MAKE CONNECTION

BETWEEN NEW & EXISTING SERVICE PIPES, FILL, FLUSH, AND PLACE INTO SERVICE.

24. AREA 59 - 8” BACKFLOW - ISOLATE AFFECTED WATER SYSTEMS, SALVAGE INSIDE AREA 59 1-8” DOUBLE CHECK BACKFLOW FROM DUAL

ASSEMBLY, 8" FL 90, 8" FL TEE, 2-8" FL OFFSET SPOOLS, 8" OS&Y GATE VALVE, & 8" BLIND FLANGE W / HOSE CONNECTION, REMOVE

PORTION OF 8” WATER PIPE, PROVIDE & REUSE TEMPORARY 8” BLIND FLANGE TO BACKFLOW REMOVAL LOCATION, 2-8” MJ 45 BENDS W /

DUAL 8” BACKFLOW ASSEMBLY USING SINGLE SALVAGE 8" BACKFLOW, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE

CONNECTION BETWEEN NEW AND EXISTING PIPE, FILL, FLUSH, AND PLACE 8" FIRE LINE & BACKFLOW INTO SERVICE.

25A. INSIDE AREA 59 8” BACKFLOW ASSEMBLY REMOVAL, 6” & 4" DISCONNECTION - ISOLATE AFFECTED WATER SYSTEMS, SALVAGE

REMAINDER OF ABOVEGROUND 8" BACKFLOW ASSEMBLY BETWEEN ABOVEGROUND 45 FITTINGS, REMOVE VALVE PAD, 4" BURIED

VALVE, PORTION OF 6” & 4” WATER PIPE, INSTALL SALVAGE 8" OS&Y GATE VALVE, PROVIDE 8” DI FL SPOOL PIPE, 6" & 4” MJ PLUG SECURE

TO TEE, 8”, 6”, & 4” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, FLUSH, RESTORE FIRE WATER SYSTEMS TO SERVICE, REINSTALL

VALVE PAD.

25B. OUTSIDE AREA 59 - 8" BACKFLOW ASSEMBLY - REMOVE PORTION OF 8" WATER PIPE, PROVIDE 8" BACKFLOW ASSEMBLY USING

SALVAGED 8" BACKFLOW & FITTINGS USING NEW JOINT KITS, 8” BLUE - DR 18 - C-900 PVC PIPE, 2-8” MJ COUPLING, MAKE CONNECTION

BETWEEN NEW AND EXISTING WATER SYSTEMS, GROUT PLUG ABANDON OPEN END PIPES, 8” MJ ANCHOR FOLLOWER GLANDS &

THRUST BLOCKS, FLUSH, AND RESTORE WATER SYSTEMS INTO SERVICE.

25C. OUTSIDE AREA 59 - 6" FIRE MAIN - SAWCUT AT JOINT & 7' OFFSET, REMOVE CONCRETE PAVEMENT, SALVAGE 2-FIRE HYDRANTS & 1-6"

GATE VALVE, PROVIDE 6” BLUE - DR 18 - C-900 PVC PIPE, 6"X6" MJ TEE W / SALVAGE FIRE HYDRANT ASSEMBLY, TEMPORARY 6" PLUG, 6”

MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS. IMPLEMENT FLAG NOTE 32 TESTING, REMOVE TEMPORARY PLUG, PROVIDE 6" MJ

BEND, MAKE CONNECTION BETWEEN NEW & EXISTING WATER PIPES AND RESTORE WATER SYSTEMS INTO SERVICE.

25D. OUTSIDE AREA 59 - 8" & 4" BACKFLOW REMOVAL - REMOVE 1-4" OS&Y GATE VALVE, 4" DOUBLE CHECK FROM ABOVE GROUND ASSEMBLY, & 8" BLIND FLANGE W / FIRE DEPT. CONNECTION, SALVAGE 1-4" OS&Y GATE VALVE & 8" FL TEE IN PLACE, 8" BACKFLOW FOR ABOVE

GROUND ASSEMBLY, 8" OS&Y GATE VALVE, INSTALL SALVED 8" OS&Y GATE VALVE IN REMOVED BACKFLOW LOCATION, PROTECT 4" TEE

& FDC IN PLACE, PROVIDE 4" FL SWING CHECK VALVE, 8" & 4" FL SPOOL IN REMOVED BACKFLOW LOCATIONS, 8" BLIND FLANGE, MAKE

CONNECTION BETWEEN NEW & EXISTING WATER PIPES AND RESTORE WATER SYSTEMS INTO SERVICE.

26. 8” WATER MAIN - FLIGHT CONTROL ROAD - PROVIDE 8” & 6” BLUE - DR 18 - C-900 PVC PIPE, 2-8” MJ 45 BEND, 2-8” MJ RS GATE VALVE W /

VALVE BOX, 8”X6” REDUCER W / FIRE HYDRANT, 8” & 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

27. 12” WATER MAIN, 12" CONNECTIONS, & 10” BACKFLOW ASSEMBLY - FLIGHT CONTROL ROAD - ISOLATE 12" WATER MAIN & BACK FEED

AREA 57 FIRE SERVICE, TAG OUT OF POTABLE WATER SERVICE AT AREA 57, REMOVE PORTIONS OF 12" PVC AND TRANSITE WATER PIPE

& FITTINGS, ABATE TRANSITE PIPE REMOVAL, SALVAGE 3 BURIED 12" VALVES RETURN TO BASE PLUMBING CONTRACTOR, PROVIDE

2-12" PVC TO TRANSITE PIPE COUPLING, 12" BLUE - DR 18 - C-900 PVC PIPE, 4-12" MJ 45 BEND, 12”X12” MJ WYE, 12"/10” SINGLE DOUBLE

CHECK BACKFLOW W/ 2-12" FL TEE & 2-12" BLIND FLANGE, 3-12” MJ RS GATE VALVE W / VALVE BOX, 12”X12” MJ TEE, 12”X8” MJ REDUCER, 12” & 8" MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE 3-12" NEW PIPE TO EXISTING PIPE CONNECTIONS, ALLOW CURE TIME

FOR THRUST BLOCKS PRIOR TO RE-PRESSURIZING EXISTING WATER SYSTEMS, GROUT PLUG ABANDON OPEN END PIPES, FILL & FLUSH

FROM 12" CONNECTIONS NO TEMPORARY 2" JUMPER.

28. 2” WATER SERVICE - AREA 57 - , PROVIDE 8”X2” TAPPING SADDLE, 2” IPT TAPPING VALVE W / VALVE BOX, 2-2' BASS NIPPLES, MAKE

ASSEMBLY & PRESSURE TEST, MAKE 2” TAP, 2” SCH-80 PVC PIPE & FITTINGS, AND 2” MJ PLUG W / SAMPLE PORT. TEST FLAG NOTE 27 &

28 NEW WORK UNDER FLAG NOTE 33.

29. 8” WATER MAIN - FLIGHT CONTROL & LIGHT HOUSE ROAD - PROVIDE 8” MJ PLUG, 8” BLUE - DR 18 - C-900 PVC PIPE, 8”X8” MJ TEE (ROLLUP

AT 45), 8” DI PIPE RISER, 8” BLIND FLANGE W / 2” TEMPORARY JUMPER, 8” MJ 90 BEND, 2-8” MJ RS GATE VALVE W / VALVE BOX, 2-8”X6” MJ

REDUCER, MJ FIRE HYDRANT, MAKE CONNECTION TO PIPE INSTALLED BY HDD METHOD, 8” MJ 45 BEND, 6” MJ PLUG W / SAMPLE PORT, AND 8” & 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

30. 12” & 8” WATER MAIN - IRBM ROAD - PROVIDE TEMPORARY 12” MJ PLUG W/ SAMPLE PORT, 12” & 8” BLUE - DR 18 - C-900 PVC PIPE, 12” MJ

WYE, 12” / 10" DOUBLE CHECK BACKFLOW ASSEMBLY W / 2-12" FL TEE & 3-12” BLIND FLANGE, 3-12” MJ 45 BEND,12”X8” MJ REDUCER, 3-8”

MJ RS GATE VALVE W / VALVE BOX, 8”X6” MJ TEE W / 6” MJ RS GATE VALVE & VALVE BOX, 8” MJ 45 BEND, 8”X8” MJ TEE, 2-8” MJ PVC

COUPLING, MAKE CONNECTION TO PIPE INSTALLED BY HDD METHOD, 2-8”X6” MJ REDUCER W / 1 FIRE HYDRANT & TEMPORARY 1-6” MJ

PLUG W / 2” TEMPORARY JUMPER, AND 12", 8”, & 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

31. 6” WATER MAIN - SPACE MUSEUM - PROVIDE 6” BLUE - DR 18 - C-900 PVC PIPE, 2-6” MJ 90 BEND, 6” MJ PVC COUPLING, MAKE CONNECTION

BETWEEN NEW AND HDD INSTALLED PIPE, 6” MJ PLUG W / SAMPLE PORT, AND 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

32. 2” WATER SERVICE - FAC 1307 - PROVIDE 8”X2” TAPPING SADDLE, 2” IPT TAPPING VALVE W / VALVE BOX, 2-2' BASS NIPPLES, MAKE

ASSEMBLY & PRESSURE TEST, MAKE 2” TAP, 2” SCH-80 PVC PIPE & FITTINGS, AND TEMPORARY 2” MJ PLUG W / SAMPLE PORT.

33. 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 FDEP1 THRU FDEP4 FOR COORDINATION. UPON RECEIPT OF FDEP

CLEARANCE FLUSH & PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

34. FLIGHT CONTROL ROAD - SAW CUT TRANSITE WATER PIPE, REMOVE PORTIONS OF 12" TRANSITE WATER PIPE & BROKEN 12" VALVE, ABATE TRANSITE PIPE REMOVAL, PROVIDE 12” BLUE - DR 18 - C-900 PVC PIPE & 2-12" PVC TO TRANSITE PIPE COUPLING, MAKE 2

CONNECTIONS BETWEEN NEW AND EXISTING WATER PIPES, PLACE AREA 59, AREA 57, AND, FIGHT CONTROL ROAD NEW AND EXISTING

WATER SYSTEM INTO SERVICE.

35. 2” WATER SERVICE CONNECTION - AREA 57 - REMOVE TEMPORARY 2” PLUG & SAMPLE PORT, SALVAGE 2” BACK FLOW, PROVIDE 2”

BACKFLOW & METER ASSEMBLY REUSE SALVAGED 2” BACKFLOW, MAKE CONNECTION BETWEEN NEW AND EXISTING WATER SERVICE

PIPE, FLUSH, AND PLACE INTO SERVICE.

36. 6” WATER MAIN CONNECTION - EAST LC17 - REMOVE PORTION OF 6” WATER PIPE, 90 BEND, & TEMPORARY PLUG, PROVIDE 6” C-900 BLUE

DR 18 PVC PIPE, 6” MJ COUPLING, 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE CONNECTION BETWEEN NEW AND

EXISTING WATER MAINS, FLUSH, PLACE INTO SERVICE, AND GROUT PLUG ABANDON OPEN END WATER PIPES.

37. 6” WATER MAIN CONNECTION - ICBM ROAD - REMOVE PORTION OF EXISTING 6” DI WATER PIPE & 6” TEMPORARY PLUG W/ 2” TEMPORARY

JUMPER, PROVIDE 6” C-900 BLUE DR 18 PVC PIPE, 6” MJ 22.5 BEND, MAKE CONNECTION BETWEEN NEW AND EXISTING 6” PIPE, FLUSH, PLACE INTO SERVICE, CLOSE EXISTING WATER VALVE, REMOVE PORTION OF WATER PIPE & VALVE BOX, PROVIDE 6” MJ PLUG & SECURE

TO VALVE, 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, AND GROUT PLUG ABANDON OPEN END WATER PIPES.

38. 2” WATER SERVICE CONNECTION - FAC 1307 - , LOCATE EXISTING WATER SERVICE, VERIFY PIPE SIZE, REMOVE PORTION OF WATER

SERVICE PIPE, PROVIDE 2” SCH 80 PVC PIPE & FITTINGS , MAKE CONNECTION BETWEEN NEW & EXISTING SERVICE PIPES, FLUSH, AND

PLACE INTO SERVICE.

39. 6” WATER MAIN CONNECTION - SPACE MUSEUM - REMOVE PORTION OF EXISTING 6” PVC WATER PIPE 2 LOCATIONS & 6” TEMPORARY

PLUG, PROVIDE 6” C-900 BLUE DR 18 PVC PIPE, 6” MJ 90 BEND, 6” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE

CONNECTION BETWEEN HDD INSTALLED 6” PVC PIPE & EXISTING 6” PVC PIPE, FLUSH, PLACE INTO SERVICE, AND GROUT PLUG ABANDON

OPEN END WATER PIPES.

40. 12” WATER MAIN CONNECTION - LIGHTHOUSE ROAD - 2 LOCATIONS REMOVE PORTION OF 12" AC PIPE ABATE REMOVED AC PIPE &

TEMPORARY 12" MJ PLUG, PROVIDE 2-12" PVC X AC PIPE COUPLING, 12” C-900 BLUE DR 14 PVC PIPE, 2-12" 45 MJ BEND, MAKE 2

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

WATER PIPES.

41. 12” WATER MAIN CONNECTION - IRBM ROAD - REMOVE PORTION OF 12" AC PIPE ABATE REMOVED AC PIPE & 24" CI PIPE, PROVIDE 2-12"

PVC X AC PIPE COUPLING, 12” C-900 BLUE DR 14 PVC PIPE, 2-12” MJ RS GATE VALVE W/ VALVE BOX, 2-12" 22.5 MJ BEND, 12"X24" MJ

REDUCER, 24" THRUST BLOCK, MAKE 3 CONNECTION BETWEEN NEW AND EXISTING WATER PIPES, FLUSH, PLACE INTO SERVICE, AND

GROUT PLUG ABANDON OPEN END WATER PIPES.

42. SALVAGE 8” BACK FLOW - FLIGHT CONTROL ROAD - 2 LOCATIONS MISSION CONTROL ROAD & AREA 57 SALVAGE MATCHING 8” BACK

FLOW DEVICE W / OS&Y GATE VALVES, 8" OS&Y FL GATE VALVE, 8" BLIND FLANGE W / HOSE CONNECTION FROM ABOVEGROUND

ASSEMBLY, LEAVE 8" 90 & TEE IN PLACE, INSTALL SALVAGE 8” OS& Y GATE VALES ON EACH ASSEMBLY & 8" BLIND FLANGE W / HOSE

CONNECTION REMOVED ONTO 8" TEE, PROVIDE 2-8” FL SPOOL & 2-PLUGS IN BLIND FLANGE, COMPLETE ASSEMBLY, FLUSH, AND PLACE

INTO SERVICE.

43. 8” BACK FLOW ASSEMBLY - INTERSECTION FLIGHT CONTROL & LIGHTHOUSE ROAD - 2 LOCATIONS REMOVE PORTION OF 8” WATER PIPE, TEMPORARY 8” BLIND FLANGE, & TEMPORARY 2” JUMPER, PROVIDE 8” DUAL BACKFLOW ASSEMBLY USING MATCHING BACK FLOWS

SALVAGED FROM MISSION CONTROL ROAD & AREA 57, CONTRACTOR MAY REUSE UNUSED SALVAGED FITTINGS USING NEW FLANGE

KITS, PROVIDE 8" MJ 45 BEND, 2-8” MJ 90 BEND, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, MAKE 2 CONNECTIONS BETWEEN

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

44. SPACE MUSEUM FIRE SERVICE BACKFLOW REMOVAL - REMOVE 6" & 4-4" BACK FLOW ABOVE GROUND ASSEMBLY, PROVIDE 4" MJ PLUG

ON BURIED WATER PIPE TO REMAIN IN SERVICE, 6" & 3-4" MJ BURIED SPOOL ASSEMBLY TO REJOIN SUPPLY AND SERVICE PIPE, GROUT

PLUG ABANDON OPEN END PIPES.

BID ALTERNATE 1 FLAG NOTES:

50. OMIT FLAG NOTE #44

51. 8" FIRE LINE - PROVIDE TEMPORARY 8” MJ PLUG, 8” BLUE - DR18 - C-900 PVC PIPE, 8” MJ RS GATE VALVE W / VALVE BOX, 6”X6” MJ TEE W /

6” MJ RS GATE VALVE & POST INDICATOR, 2-8” MJ 45 BEND, 8”X6” MJ TEE W / FIRE HYDRANT ASSEMBLY, 8”X6” MJ TEE W / 6” MJ RS GATE

VALVE & VALVE BOX, 8”X4” MJ TEE W / 4” MJ RS GATE VALVE & POST INDICATOR, 8”X6” MJ REDUCER W / FIRE HYDRANT ASSEMBLY, 8”, 6”, & 4” MJ FOLLOWER ANCHOR GLANDS.

52. 6" FIRE LINE - 2 LOCATIONS - PROVIDE 6” BLUE - DR18 - C-900 PVC PIPE, 6”X6” MJ TEE W / 6” MJ RS GATE VALVE & POST INDICATOR, 2-6”X4”

MJ TEE W / 4” MJ RS GATE VALVE - POST INDICATOR, TEMPORARY 6" & 2-4" MJ PLUGS, 2-TERMINAL END FIRE HYDRANT ASSEMBLY& 2

BOLLARDS EACH LOCATION, COORDINATE WITH JUMPER INSTALLATION, AND 6”, & 4” MJ FOLLOWER ANCHOR GLANDS.

53. TEMPORARY 6" FIRE LINE JUMPER - REMOVE FIRE HYDRANT, PROVIDE TEMPORARY FIRE SERVICE 6” C-900 PVC PIPE JUMPER BETWEEN

EXISTING FIRE HYDRANT LEAD & NEW FIRE SERVICE, 6” BLUE DR18 C-900 PVC PIPE & 6" DI FITTINGS, AND PROTECT JUMPER PIPE FROM

TRAFFIC.

54. 4" FIRE LINE - 2 LOCATIONS PROVIDE 4” BLUE - DR18 - C-900 PVC PIPE, 4” MJ PLUG W / TAP & AIR RELEASE, AND 4” MJ FOLLOWER ANCHOR

GLANDS.

55. WATER SYSTEM TESTING - FILL & FLUSH, TEST FIRE WATER AT 200 PSI & LEAK TEST, FLUSH, AND PLACE FIRE WATER SYSTEM INTO

SERVICE.

56. SPACE MUSEUM FIRE SERVICE BACK FLOW REMOVAL AND SERVICE CONNECTION - 5 LOCATIONS, REMOVE 6" & 4-4" BACK FLOW ABOVE

GROUND ASSEMBLY & PORTION OF FIRE WATER SERVICE PIPE AT 4 BUILDING CONNECTIONS & 1 REMOVED BACK FLOW, TEMPORARY MJ

PLUGS, PROVIDE MJ PLUG ON BURIED WATER SUPPLY PIPES, GROUT PLUG ABANDON OPEN END PIPES, 6" & 4" BLUE - DR18 - C-900 PVC

PIPE, 6"X4" MJ REDUCER, 2-4" MJ 45 BEND, 3-4" MJ 90 BEND, 3-4" DI RISER TO ABOVE GRADE SERVICE CONNECTION, 6" & 4" MJ

COUPLINGS, AND MAKE CONNECTION BETWEEN NEW SUPPLY PIPE & EXISTING SERVICE PIPE.

57. 8" FIRE LINE CONNECTION - REMOVE PORTION OF 8” FIRE WATER PIPE & TEMPORARY MJ PLUG, PROVIDE 8” BLUE - DR18 - C-900 PVC

PIPE, 8”X8” MJ TEE, MAKE CONNECTION BETWEEN NEW AND EXISTING FORE WATER SYSTEMS, 8” MJ RS GATE VALVE W / VALVE BOX, 8”X6” MJ REDUCER W / FIRE HYDRANT, AND 8” & 6” MJ FOLLOWER ANCHOR GLANDS.

58. REMOVE TEMPORARY FIRE LINE JUMPER - REMOVE 6” JUMPER, PROVIDE PREVIOUS NOTED PIPING AND FITTINGS.

FLAG NOTES LEGEND:

FLAG NOTE DETAILS:

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SKID STRIP ROAD TO AREA 59 - VIEW 2

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PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CC-110 FOR CONSTRUCTION FLAG NOTE APPLICABLE TO THIS SHEET.

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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

H

C

D

A

B

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:

FLIGHT CONTROL ROAD - VIEW 9

1" = 50'

SCALE:

FLIGHT CONTROL ROAD TO LC17 - VIEW 10

1" = 50'

M A

T C

H

L

I N

E

F

M

A

T

CC-114

I G

H T

H O

U S

E

A

A

D S

W A

T E

R

D

I S

T R

I B

U T

I O

N

S

Y S

T E

M

P

L A

N

SCALE:

IRBM ROAD - VIEW 13

1" = 50'

150'100'50'0'50'

GRAPHIC SCALE 1" = 50'

A

B

2 3

C

D

1 2 3

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

H

4 5 6

I L

T

D

A 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

H

C

D

A

B

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:

LIGHTHOUSE AND IRBM ROAD - VIEW 12

1" = 50'

M A

T C

H

L

I N

E

G

M A

T C

H

L

I N

E

G

SCALE:

SPACE MUSEUM - VIEW 14

1" = 30'

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