DBEH_11-1535J _Repair_Water_Distribution_Mains_(LET)_-_Pier_Road.pdf

INDUSTRIAL AREA

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AIR FORCE STATION

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SPACE

NASA PARKWAY WEST

CENTER

KENNEDY

ORBITER LANDING

SPACE SHUTTLE

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LOCATION

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INDUSTRIAL AREA

STATE RD 401

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SOUTH GATE

PASS & ID

CAPE CANAVERAL

AIR FORCE

STATION

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MSA #5

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FSA #1

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CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SCALE:

VICINITY MAP

NONE

SCALE:

LOCATION PLAN

NONE

REPAIR WATER LINES,

DBEH 11-1535J

PIER ROAD, CCAFS

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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

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)

DRAWING INDEX

SHEET ID DESCRIPTION

G-001 VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

CC-100 PROJECT - WATER DISTRIBUTION SYSTEM PLAN

CC-101 PIER ROAD - WATER DISTRIBUTION SYSTEM PLAN

CC-102 PIER ROAD - WATER DISTRIBUTION SYSTEM PLAN

CC-103 ASSESS ROAD - WATER DISTRIBUTION SYSTEM PLAN

CD-101

PIER ROAD - EXISTING UTILITIES, DEMOLITION, AND RESTORATION PLAN

CD-102

PIER ROAD - EXISTING UTILITIES, DEMOLITION, AND RESTORATION PLAN

CC-502

DETAILS 2

G-002 STORMWATER POLLUTION PREVENTION PLAN

CD-103

ACCESS ROAD - EXISTING UTILITIES, DEMOLITION, AND RESTORATION PLAN

CV-101

CC-501

IRP - GROUNDWATER PLUMES AND SWMU SITES

DETAILS 1

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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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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° 26' 07" N LONGITUDE: 80° 34' 12" W

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

PROJECT NAME: REPAIR WATER LINES, PIER ROAD

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 = 3.5 AC

2. TOTAL AREA DISTURBANCE = 2.0 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER & ATLANTIC OCEAN

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL

REGULATIONS

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

LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING

PERMITS HAVE BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT: 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

SCALE:

EROSION CONTROL MEASURES

NONE

G-002

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA

(SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs)

ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS

IN STREET OR HIGHWAY MEDIANS.

FABRIC SEDIMENT FILTER

SPECIFIC APPLICATION

BURLAP FABRIC

STAKES

BURIED BURLAP

FABRIC

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

CATCH BASIN INLET SEDIMENT TRAP

SILT FENCE

A

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12'' F 12'' F

F

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F

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PIER RD

LC 25 & 29

MSA 3

SPACE MUSEUM

A

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E

S A

F E

12"F

8"F

F

8"F

F

8"F

F

8"F

12"F

CC-100

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SCALE:

PIER ROAD WATER SYSTEM

1" = 200'

600'400'200'0'200'

GRAPHIC SCALE 1" = 200'

PROJECT SCOPE FLAG NOTES:

A. NEW FIRE WATER DISTRIBUTION OR SERVICE PVC PIPE.

B. WATER PIPE HORIZONTAL DIRECTIONAL DRILL INSTALLATION.

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

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

E. VIEW 5 PERFORM WORK INSIDE MSA 3 WHICH IS AN ACCESS RESTRICTED AREA. CONTRACTOR WILL NEED TO PROVIDE APPROVED

ESCORTS FOR PERSONAL TO WORK WITHIN THIS ACCESS RESTRICTED AREA.

A

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O n e i d a

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E n t e r p r i s e s

VIEW 1

VIEW 2

VIEW 3

VIEW 4

VIEW 5

VIEW 6

CC-101

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SCALE:

PIER ROAD WATER SYSTEM - VIEW 2

1" = 40'

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CC-103 FOR CONSTRUCTION FLAG NOTE APPLICABLE TO THIS SHEET.

SEE SHEET CD-101 FOR DEPICTION OF EXISTING UTILITIES, PROJECT DEMOLITION AND

RESTORATION WORK APPLICABLE TO THIS SHEET.

A

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SCALE:

PIER ROAD WATER SYSTEM - VIEW 1

1" = 40'

CC-102

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120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

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SCALE:

PIER ROAD WATER SYSTEM - VIEW 4

1" = 40'

SCALE:

PIER ROAD WATER SYSTEM - VIEW 3

1" = 40'

SCALE:

PIER ROAD WATER SYSTEM - VIEW 5

1" = 40'

MATCH LINE E

SEE SHEET CC-103

PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CC-103 FOR CONSTRUCTION FLAG NOTE APPLICABLE TO THIS SHEET.

SEE SHEET CD-102 FOR DEPICTION OF EXISTING UTILITIES, PROJECT DEMOLITION AND

RESTORATION WORK APPLICABLE TO THIS SHEET.

TO SPACE MUSEUM

CC-103

C

C E

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SCALE:

ACCESS ROAD WATER SYSTEM VIEW 6

1" = 40'

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CD-103 FOR DEPICTION OF EXISTING UTILITIES, PROJECT DEMOLITION AND RESTORATION WORK APPLICABLE TO THIS SHEET.

PROJECT CONSTRUCTION FLAG NOTES (SHEET CC-101, CC-102, & CC-103):

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 - 1 LOCATIONS, PROVIDE BY HORIZONTAL DIRECTIONAL DRILL (HDD) UNDER ROADWAY PIPE RUN SIZE FUSED DR18 PVC PIPE, 4” AND LARGER DIAMETER PIPE.

2. 12” WATER PIPE - PIER ROAD - PROVIDE TEMPORARY 12” MJ PLUG W/ SAMPLE PORT, 12” C-900 BLUE (DR14) PVC PIPE, 2-12”MJ RS GAVE VALVE W/ VALVE BOX, 3-12” MJ 45 BEND, 12”X12” MJ

TEE, 2-12”X12” MJ TEE W/ 12”X6” MJ REDUCER & FIRE HYDRANT ASSEMBLY, 2-12”X6” MJ TEE W/ FIRE HYDRANT ASSEMBLY, 2-12”X8” MJ TEE W/ 8”MJ RS GAVE VALVE & VALVE BOX, 12”X8” MJ

REDUCER, 8”MJ RS GAVE VALVE W/ VALVE BOX, TEMPORARY 2-8” MJ PLUG W/ SAMPLE PORT, MAKE CONNECTION BETWEEN NEW AND HDD INSTALLATION PIPES, AND 12”, 8”, & 6” MJ

ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

3. 8” WATER PIPE - SAFETY ROAD - 12” & 8” C-900 BLUE (DR14) PVC PIPE,12”X18” MJ REDUCER, 8”MJ RS GAVE VALVE & VALVE BOX, 8” MJ 45 BEND, TEMPORARY 2-8” MJ PLUG W/ SAMPLE

PORT, 12” & 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS.

4. 8” WATER PIPE - ACCESS ROAD - REMOVE 4" BACKFLOW WATER MAIN CONNECTION BACK TO 8" PIPING AT HYDRANT, BURIED 4" VALVE, AND 4" ABOVEGROUND BACKFLOW, SALVAGE 4"

BACKFLOW OS&Y VALVE IN PLACE, PROVIDE 4" DI SPOOL ABOVE GRADE IN LOCATION OF REMOVE 4" BACKFLOW (PAINT RED), 8"X4" MJ TEE, 8” & 4" C-900 BLUE (DR14) PVC PIPE, 8” MJ RS

GAVE VALVE & VALVE BOX, RECONNECT 4" FIRE SERVICE, 2- 8” MJ 45 BEND, PROVIDE 8”X8” MJ TEE W/ SALVAGED HYDRANT ASSEMBLY, 8” & 6” MJ ANCHOR FOLLOWER GLANDS & THRUST

BLOCKS.

5. 8” WATER PIPE - MAS3 - 8” C-900 BLUE (DR14) PVC PIPE, TEMPORARY 8” MJ PLUG W/ SAMPLE PORT, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, ON ACCESS ROAD REMOVE, WORK WITHIN MSA3 REQUIRES APPROVED ACCESS OR ESCORTED WORKERS .

6. WATER SYSTEM TESTING - FILL & FLUSH FROM 8” CONNECTION, AND TEST FIRE WATER AT 200 PSI & LEAK TEST.

7. 8” WATER PIPE CONNECTION - MAS3 EAST - REMOVE TEMPORARY 8” PLUG, PIPE, & FITTINGS, PROVIDE 8” C-900 DR 18 PVC PIPE, 8” MJ PVC PIPE COUPLINGS, MAKE CONNECTION

BETWEEN NEW AND EXISTING PIPE, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, GROUT PLUG ABANDON OPEN END PIPES, AND WORK WITHIN MSA3 REQUIRES APPROVED

ACCESS OR ESCORTED WORKERS.

8. 8” WATER PIPE CONNECTION - MAS3 WEST - REPEAT FLAG NOTE 7.

9. 8” WATER PIPE CONNECTION - SAFETY ROAD - REMOVE TEMPORARY 8” PLUG & AC PIPE, ABATE REMOVED AC PIPE, PROVIDE 8” C-900 DR 18 PVC PIPE, 8+ MJ 45 BEND, 8” MJ PVC X AC PIPE

COUPLINGS, MAKE CONNECTION BETWEEN NEW AND EXISTING PIPE, 8” MJ ANCHOR FOLLOWER GLANDS & THRUST BLOCKS, AND GROUT PLUG ABANDON OPEN END PIPES.

10. 12” WATER PIPE CONNECTION - PIER & SAFETY ROAD - REPEAT FLAG NOTE 9 REMOVING 12” & 8” PIPE, FITTINGS, & VALVES USING 12” PIPE & FITTINGS FOR NEW FIRE PIPE SYSTEM.

11. FIRE HYDRANTS - PAINT FIRE HYDRANT BARRELS RED AND BONNET BASED ON FLOW TEST BY BASE CONTRACTOR.

FLAG NOTES LEGEND:

FLAG NOTES DETAILS:

A

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E n t e r p r i s e s

M A

T C

H

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S E

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S

H E

THRU

CC-502

CC-501

CC-501

CC-501

CC-501

CC-502

THRU

CD-101

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X I S

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N

SCALE:

PIER ROAD WATER SYSTEM - VIEW 2

1" = 40'

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

PROJECT DEMOLITION AND RESTORATION FLAG NOTE COORDINATION:

SEE SHEET CD-103 FOR DEMOLITION AND RESTORATION FLAG NOTE APPLICABLE TO THIS SHEET.

SEE SHEET CC-101 FOR CONSTRUCTION WORK APPLICABLE TO THIS SHEET.

A

B

2 3

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O n e i d a

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M

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A

SCALE:

PIER ROAD WATER SYSTEM - VIEW 1

1" = 40'

CD-102

I E

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L A

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120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

A

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2 3

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D

1 2 3

R E

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O n e i d a

T o t a l

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M A

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S E

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H E

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D

SCALE:

PIER ROAD WATER SYSTEM - VIEW 4

1" = 40'

SCALE:

PIER ROAD WATER SYSTEM - VIEW 3

1" = 40'

SCALE:

PIER ROAD WATER SYSTEM - VIEW 5

1" = 40'

MATCH LINE E

SEE SHEET CD-103

PROJECT DEMOLITION AND RESTORATION FLAG NOTE

COORDINATION:

SEE SHEET CD-103 FOR DEMOLITION AND RESTORATION FLAG NOTE

APPLICABLE TO THIS SHEET.

SEE SHEET CC-102 FOR CONSTRUCTION WORK APPLICABLE TO THIS SHEET.

TO SPACE MUSEUM

CD-103

C

C E

A

D

E

X I S

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G

U

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P

L A

N

SCALE:

ACCESS ROAD WATER SYSTEM VIEW 6

1" = 40'

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CC-103 FOR CONSTRUCTION WORK APPLICABLE TO THIS SHEET.

PROJECT DEMOLITION AND RESTORATION FLAG NOTES (SHEET CD-101, CD-102, & CD-103):

20. PROVIDE & MAINTAIN EROSION CONTROL MEASURES.

21. REMOVE PORTION OF EXISTING PVC, CAST IRON, OR DUCTILE IRON WATER PIPE AND FITTINGS. GROUT PLUG ABANDON OPEN END PIPES.

22. REMOVE AND ABATE PORTION OF EXISTING TRANSITE (ASBESTOS CEMENT) PIPE. GROUT PLUG ABANDON OPEN END PIPES.

23. REMOVE ABOVEGROUND BACKFLOW ASSEMBLY, SALVAGE 1-OS&Y VALVE IN PLACE AND THE RISER PIPES & BENDS IN PLACE.

24. REMOVE WATER VALVE BOX.

25. SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT, PROVIDE MINIMUM 10' WIDE TRENCH ASPHALT PATCH.

26. PROVIDE AS NOTED OR DISTURBED PROJECT AREAS SOD RESTORATION W/ SLOPES 5:1 OR STEEPER, SEED & MULCH RESTORATION ON SLOPES 5:1 OR LESS, IN OPEN

STORM WATER CONVEYANCE WAYS PROVIDE 4' WIDE SOD DITCH SECTIONS EVERY 25' W/ DOUBLE APPLICATION SEED & MULCH BETWEEN SOD SECTIONS. WATER TO

INSURE LAID SOD & SEED GROWTH ESTABLISHMENT.

CONCRETE TESTING:

PRIOR TO SAW CUTTING OR DEMOLISHING CONCRETE IT SHALL BE SAMPLED AND TESTED FOR THE PRESENCE OF ASBESTOS. THE CONTRACTOR SHALL SECURE THE

SERVICES OF A STATE OF FLORIDA LICENSED ASBESTOS ABETMENT CONTRACTOR TO TAKE CONCRETE SAMPLES AND HAVE THE COLLECTED SAMPLES TESTED FOR

ASBESTOS. THE NUMBER AND LOCATION OF SAMPLES SHALL BE OF SUFFICIENT NUMBER REPRESENTATIVE OF THE CONCRETE PLACED IN DIFFERENT TIMES AND PROJECTS.

SAMPLING RESULTS AND LOCATION PLAN SHALL BE PROVIDED AS A SUBMITTAL TO THE CONTRACTING OFFICER AS DOCUMENTATION OF WORK PREFORMED. IF ANY SAMPLE

TEST POSITIVE FOR THE PRESENCE OF ASBESTOS, THE REPRESENTATIVE CONCRETE SHALL NOT BE DISTURBED AND THE PRESENCE OF ASBESTOS SHALL BE BROUGHT TO

THE CONTRACTING OFFICERS ATTENTION.

FLAG NOTE LEGEND:

FLAG NOTE DETAILS:

A

B

2 3

C

D

1 2 3

R E

P A

T

N

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P I E

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4 5 6

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4 5

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O n e i d a

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E n t e r p r i s e s

M A

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S E

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H E

THRU

CC-501

X

X

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A

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P

AIP

AIP

AIP

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12'' F 12'' F

I

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F

C

12"F PVC

12"PVC

P

V

C

12"PVC

P

I

P

I

PIER RD

LC 25 & 29

MSA 3

SPACE MUSEUM

A

C

C

E

S A

F E

12"F

8"F

F

8"F

F

8"F

F

8"F

12"F

P

V

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P

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CV-101

I R

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R O

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D W

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P L

U M

M

U

S

I T

E S

SCALE:

PIER ROAD WATER SYSTEM

1" = 200'

600'400'200'0'200'

GRAPHIC SCALE 1" = 200'

A

B

2 3

C

D

1 2 3

R E

P A

T

N

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P I E

R

R

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C

C A

F S

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W E

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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

PROJECT FLAG NOTES:

A. AREA OF NEW AND DEMOLITION WATER LINE WORK.

B. NO KNOWN GROUNDWATER CONTAMINATION PLUME WITHIN IMMEDIATE PROJECT WORK AREA..

C. AREA OF SOLID WASTE MANAGEMENT UNIT (SWMU).

D. NO KNOW GROUNDWATER MONITORING WELLS WITHIN IMMEDIATE PROJECT WORK AREA..

FLAG LEGEND

SWMU No. C-144

SWMU No. C-125

SWMU No. C-053

SWMU No. C-124

SWMU No. C-129

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"

BACKFILL IN 8" LIFTS 95%

COMPACTION PRIOR TO

CONTINUING WITH

SUCCEEDING LAYER

FINISHED GRADE - PROVIDE

NOTED SURFACE RESTORATION

WARNING TAPE

#10 INSULATED

SOLID COPPER WIRE

CC-501

C I V

T

A I L

S

SCALE:

ASPHALT PAVEMENT

NONE

CC-501

SCALE:

TYPICAL TRENCH SECTION

NONE

CC-501

SCALE:

THRUST BLOCKS

NONE

CC-501

SCALE:

UTILITY SEPARATION

NONE

CC-501

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

SAW CUT BACK FOR CLEAN

EDGE PRIOR TO PAVING,

TACK COAT

TEMPORARY DRIVING SURFACE

12" CRUSHER RUN GRAVEL

COMPACTED IN PLACE

TYPICAL TRENCH SECTION

C-501

PAVEMENT CROSSING NOTES:

1. CLOSE ALL PAVEMENT UTILITY CROSSING TRENCH SAME DAY OF UTILITY INSTALLATION WORK.

2. PROVIDE AND MAINTAIN TEMPORARY PAVEMENT RESTORATION DURING BACKFILLING OF PAVEMENT

UTILITY TRENCHES.

WATER MAIN

3/4" CORP. STOP

SADDLE

3/4" CURB STOP

GRADE

SCALE:

WATER SAMPLE POINTS

NONE

CC-501

PLUG W/ 3/4" CORP STOP

A

B

2 3

C

D

1 2 3

R E

P A

T

N

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P I E

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R

O A

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C

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F S

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4 5 6

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B

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B

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V I E

W E

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B

Y

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4 5

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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

3/4" TYPE "K"

COPPER SERVICE

UNDISTURBED STABLE

SOIL MATERIAL

FLAT BOTTOM TRENCH BACKFILL

LIGHTLY CONSOLIDATED TO

CENTERLINE OF PIPE

BACKFILL IN 6" LIFTS

THOROUGHLY TAMPED TO

95% COMPACTION

SLOPE PER OSHA (29 CFR

PART 1926.650-.652)

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

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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

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.)

SCALE:

VALVE COLLAR

NONE

CC-502

IMPROVED CONDITION

UNIMPROVED CONDITION

9"

2" MIN.

12"

4"

CC-502

CC-502

CC-502

WATER

VALVE

PIPE W/ ANCHOR MJ GLANDS

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

CC-502

SCALE:

FIRE SERVICE ASSEMBLY

NONE

CC-502

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 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.

A

B

2 3

C

D

1 2 3

R E

P A

T

N

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P I E

R

R

O A

D

C

C A

F S

S

H

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G H

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L I N

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G

B

E A

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J

4 5 6

I L

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A T

E

D E

L I V

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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

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D

B

Y

R E

V I E

W E

D

B

Y

D A

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4 5

M A

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D E

S C

R I P

T I O

N D

A T

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P P

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J

C

D

A

B

D B

E H

S

H

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G H

T A

L I N

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S

H

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G H

T A

L I N

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R A

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E

A

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H I T

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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

SALVAGE IN PLACE

2-FL 90° BENDS,

RISERS, & PAD

SALVAGE IN PLACE

1-FL RES. SEAT OS&Y VALVE

CC-501

THRUST BLOCK

CC-501