Attch__2_FA2521-17-B-0007_DBEH_14-1502_RprHVltgDctBank(Final_Design_Drawings)_REV.pdf

PDF 10 MB Posted Jul 24, 2017

Attached to: DBEH 14-1502: Repair High Voltage Duct Banks, CCAFS
Solicitation number: FA2521-17-B-0007
Issued by: Department of the Air Force Space Command

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Attachment 2 Drawings

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CAPE CANAVERAL AIR FORCE STATION

DBEH 14-1502

CAPE CANAVERAL, FLORIDA

SCALE:

LOCATION MAP

NONE

TRUE

NORTH

REPAIR HIGH VOLTAGE DUCT BANK,

LAUNCH COMPLEX ROADS

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

GROUNDWATER CONTAMINATION

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

ASBESTOS

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

PROJECT AREA

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

DRAWING INDEX

SHEET NO. DESCRIPTION

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

ELECTRICAL

E-001 KEY PLAN - DEMOLITION AND NEW CONSTRUCTION

E-002 ELECTRICAL NOTES

E-003 ELECTRICAL LEGEND AND ABBREVIATIONS

E-004 STORMWATER POLLUTION PREVENTION PLAN NOTES

E-005 STORMWATER POLLUTION PREVENTION PLAN DETAIL

ED-101 U-LINE DEMOLITION - PLAN 1

ED-102 U-LINE DEMOLITION - PLAN 2

ED-103 U-LINE DEMOLITION - PLAN 3

ED-104 U-LINE DEMOLITION - PLAN 4

ED-105 HEIV7-LINE UNDERGROUND DEMOLITION - PLAN 5

ED-106 HEIV7-LINE UNDERGROUND DEMOLITION - PLAN 6

EC-101 4S14-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 1

EC-102 4S15-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 2

EC-103 4S16-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 3

EC-104 4S16-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 4

EC-105

4S16, HEIV7-LINES UNDERGROUND ELECTRICAL - NEW - PLAN 5

EC-106 HEIV7-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 6

EC-107 HEIV7-LINE UNDERGROUND ELECTRICAL - NEW - PLAN 7

E-501 MANHOLE DUCT BANK DETAILS - SHEET 1 OF 2

E-502 MANHOLE DUCT BANK DETAILS - SHEET 2 OF 2

E-503 MISCELLANEOUS DETAILS - SHEET 1 OF 2

E-504 MISCELLANEOUS DETAILS - SHEET 2 OF 2

E-505 ELECTRICAL DETAILS - SHEET 1 OF 2

E-506 ELECTRICAL DETAILS - SHEET 2 OF 2

E-601 SINGLE-LINE DIAGRAM - EXISTING AND DEMOLITION

E-602 SINGLE-LINE DIAGRAM - NEW CONSTRUCTION

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44636

49904

44600

EC-104

KEY PLAN - NEW CONSTRUCTION

EC-101

TRUE

NORTH

EC-102

CENTRAL CONTROL ROAD

EC-105

EC-103

SWMU AREA

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SAB R

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U-LINE

INDUSTRIAL

AREA

ED-105

EC-106

EC-107

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GENERAL NOTES:

1. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY EXISTING CONFIGURATION

AND CONDITIONS.

2. CONTRACTOR SHALL FIELD VERIFY THAT INDICATED ELEVATIONS PROVIDE A MINIMUM OF 1'-6" COVER OVER DUCT

BANK AT MINIMUM COVER POINT AND THAT MANHOLE COVER ELEVATION PLACES MH COVER AT GRADE (-0, +1").

LOAD BREAK SWITCH TOP OF PAD SHALL BE AT CROWN OF ROAD OR ADJACENT BLDG FF ELEVATION.

3. CONTRACTOR SHALL HAND DIG AT ALL EXISTING BURIED UTILITY CROSSINGS.

4. CONTRACTOR SHALL LEAVE A 1/4" DIAMETER PULL ROPE IN ALL SPARE DUCTS.

5. SEAL AROUND GROUND ROD PENETRATIONS OF MANHOLES WITH WATERPROOF FLEXIBLE SILICONE-BASED

SEALANT.

6. GROUND ALL MANHOLE AND HANDHOLE METAL WITH #4/0 BARE CU CONDUCTOR.

7. DUCT BANK ROUTINGS ARE DIAGRAMMATIC AND ARE SUBJECT TO MODIFICATION BASED ON UNDERGROUND AND

OTHER INTERFERENCES. MANHOLE LOCATIONS ARE BASED ON BEST INFORMATION AVAILABLE AT TIME OF DESIGN

RELEASE. MANHOLE LOCATIONS ARE SUBJECT TO MODIFICATION BASED ON INTERFERENCES. CONTRACTOR SHALL

SUBMIT AN RFI FOR MANHOLE LOCATION CHANGES GREATER THAN 50'.

8. CONSTRUCTION SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO MINIMIZE POWER OUTAGES. INSTALLATION

SHALL PRECEDE DEMOLITION.

9. CONTAINMENT OF DRILLING FLUIDS (SLURRIES, BENTONITE, ETC.) MUST BE MAINTAINED WITHIN THE CONSTRUCTION

AREA OR WITHIN THE ENTRY AND EXIT PITS. NO DISCHARGE IS ALLOWED TO GO TO SURFACE WATERS. EXCESS AND

SURFACE BLOWOUT DRILLING FLUIDS SHALL BE COLLECTED AND DISPOSED OFF-SITE, MIXING WITH EXCESS SPOIL

OR PLACEMENT IN OPEN TRENCHES IS PROHIBITED.

10. ALL TOP OF MANHOLE ELEVATIONS SHOWN DESIGNATE TOP OF MANHOLE COVER. TOP OF MANHOLE PROPER WILL

BE DETERMINED BY COVER DEPTH.

11. MAINTAIN 18" VERTICAL SEPARATION BETWEEN DUCT BANK AND EXISTING UNDERGROUND UTILITIES WHERE

POSSIBLE. IF EXISTING UTILITIES ARE INCLUDED IN THE CONCRETE ENCASEMENT OF THE DUCT BANK, MAINTAIN 2"

(MIN) SEPARATION BETWEEN OUTSIDE OF CONDUIT AND OUTSIDE OF UTILITY PIPE OR DUCT.

12. THE CONTRACTOR SHALL REMOVE FROM THE JOB SITE ALL DEMOLISHED ASPHALT PAVEMENT IMMEDIATELY UPON

DEMOLITION, WITH NO ONSITE STOCKPILING OF THIS MATERIAL.

13. ALL 2W4 DUCT BANK SHALL CONSIST OF (1) CONDUIT WITH A 3-CONDUCTOR CIRCUIT AND (1) SPARE CONDUIT, UON.

14. STAGING AREAS FOR SOIL OR MATERIALS SHALL BE APPROVED BY CONTRACTING OFFICER PRIOR TO USE.

15. CONTRACTOR SHALL SUPPLY, CONNECT, OPERATE, FUEL, AND MAINTAIN TEMPORARY ELECTRICAL GENERATORS

FOR THE DURATION OF ELECTRICAL OUTAGE. THE GENERATORS SHALL BE SIZED TO MAINTAIN FULL FACILITY

FUNCTION WITHOUT VOLTAGE SAG.

16. CONTRACTOR SHALL COORDINATE WITH 45 SW ENVIRONMENTAL SECTION THROUGH THE CONTRACTING OFFICER TO

ARRANGE FOR TRANSFORMER DROP-OFF AT FACILITY 44200. SEE SPECIFICATION SECTION 01 57 19.

17. AT ALL POLE REMOVAL LOCATIONS, RESTORE GRADE TO MATCH EXISTING.

18. ALL CONDUCTORS ARE 15kV, 4/0 AND #2, EPR UNLESS OTHERWISE NOTED.

19. CONTRACTOR SHALL COORDINATE ALL DEWATERING ACTIVITIES WITH IRP OFFICE.

20. TO MINIMIZE SPLICES WHERE POSSIBLE, INSTALL UNSPLICED CABLE IN NEW MANHOLES WITH SERVICE LOOP.

MOUNT CABLE LOOP ON MANHOLE RACKS.

21. WHERE PENETRATIONS THROUGH CONCRETE MANHOLES AND SIDEWALKS MUST BE MADE, OR WHERE EXCAVATION

ACTIVITIES WILL GENERATE DUST AND PARTICULATES, WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER 29

CFR 1910.134 AGAINST SILICA AND PARTICULATES. REFER TO ELECTRICAL DRAWINGS TO DETERMINE THE EXTENT

OF IMPACT.

22. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF MATERIALS CONTAINING

HEAVY METALS, INCLUDING BUT NOT LIMITED TO LEAD, CADMIUM, CHROMIUM OR ASBESTOS-CONTAINING MATERIALS

(ACM) IS SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT BUT IS REQUIRED TO BE

DISTURBED IN ORDER TO:

PERFORM THE CONTRACT WORK;

SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL; OR

HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY MATERIALS CONTAINING HEAVY METALS OR ASBESTOS BE REMOVED

WITHOUT CONTRACTING OFFICER APPROVAL.

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BɸFROM

Bɸ TO

FROM

AT EQUIPMENT

MHTOMHBɸ

SS37V1-1

MH Bɸ

AT MANHOLES

2329 2418

CKT N0IC10

KCMIL KCMIL

KCMILKCMIL

SCALE:

CIRCUIT IDENTIFICATION TAG DETAIL - EXAMPLE

NONE

INDICATES PHASE OF

SINGLE CONDUCTOR CABLE

CABLE

1" HIGH POLYPROPYLENE TAGS

WITH BLACK ON YELLOW FINISH

STANDARD CHARACTERS

(TYPICAL CABLE NUMBER SHOWN)

NYLON SELF-LOCKING

TIE-STRAPS

CABLE

POLYETHYLENE TAG HOLDER

WITH BLACK FINISH (TYP)

NOTE: AT EQUIPMENT, CABLE TAG

SHALL IDENTIFY EQUIPMENT AT OTHER

END OF THE CABLE.

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OVERHEAD ELECTRIC - TO BE REMOVED

OVERHEAD ELECTRIC - EXISTING

UNDERGROUND ELECTRIC DUCT BANK (MV) - NEW INSTALLATION

UNDERGROUND ELECTRIC CONDUIT (LV) - NEW INSTALLATION

UNDERGROUND ELECTRIC CONDUIT (LV) - EXISTING

ABANDONED UNDERGROUND ELECTRICAL DUCT BANK

WATER LINE - EXISTING

SANITARY SEWER - EXISTING

COMMUNICATIONS DUCT BANK - EXISTING

FENCE - EXISTING

ABANDONED IN PLACE

STORM DRAIN LINE - EXISTING

FIRE WATER LINE - EXISTING

UNDERGROUND NITROGEN FUEL LINE - EXISTING

GROUND WIRE

EXISTING UNDERGROUND INFILTRATION GALLERY

DIRECTIONAL DRILL/BORE

COMMUNICATIONS MANHOLE - EXISTING

ELECTRIC MANHOLE - EXISTING

SANITARY MANHOLE - EXISTING

WASTEWATER - SEPTIC MANHOLE - EXISTING

STORM SEWER MANHOLE - EXISTING

FIRE HYDRANT - EXISTING

ELECTRIC MANHOLE - NEW, PRECAST CONC, 10'x10'x10' UNO

DUCT BANK (EX. 4-WAY 5")

EDGE OF VEGETATION

DISTURBED AREAS TO BE STABILIZED

(RETURN TO GRADE, RESEED/SOD)

VEGETATION - TO BE REMOVED

ASPHALT PAVING

ROAD CUT

EXISTING MONITORING WELL

ABANDONED MONITORING WELL

LOAD BREAK SWITCH

VFI POSITION

FAULT INDICATOR

LOAD BREAK POSITION

EMBANKMENT

CONTAMINATED GROUND WATER

PLUME AREA (IRP SITE/SWMU)

SOLID WASTE MANAGEMENT UNIT (SWMU)

SECTIONALIZER (SINGLE)

SECTIONALIZER (SINGLE WITH 2ND ENCLOSURE)

POWER POLE, WOOD - EXISTING

POWER POLE, CONCRETE - EXISTING

SIGN - EXISTING

WATER VALVE

WATT-HOUR METER

POLE-MOUNTED TRANSFORMER(S)

PAD-MOUNTED TRANSFORMER (MV)

TRANSFORMER (LV)

DISCONNECT SWITCH

LOAD BREAK SWITCH

PANELBOARD, 480/277V, 3PH, 4W

PANELBOARD, 208/120V, 3PH, 4W

SPLICE

X X

4W5

SS SS

W W

C C

OHE OHE

LEGEND:

KVAR KILOVAR

KILOWATT

LINEAR FEET

LOAD TAP CHANGER

LOW VOLTAGE

LOAD BREAK SWITCH

LTC

LBS

WITHOUT

WEATHERPROOF

WATER

TRANSFORMER

ZONE

XFMR

W/O

WTR

WATT

WITH

THOUSAND CIRCULAR MILS

OIL-AIR/FORCED AIR/FORCED AIR

POTENTIAL TRANSFORMER

REINFORCED CONCRETE PIPE

RIGID GALVANIZED STEEL

SQUARE FOOT, SQUARE FEET

TELEPHONE TERMINAL BOARD

TELEPHONE TERMINAL CABINET

UNLESS OTHERWISE NOTED

VACUUM CIRCUIT BREAKER

MTC

AMMETER SWITCH

MANUAL TAP CHANGER

ECCENTRIC REINFORCED CONCRETE PIPE

FLORIDA DEPARTMENT OF TRANSPORTATION

CENTER LINE, CLEAR

AUTOMATIC TRANSFER SWITCH

AUXILIARY

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BASIC INSULATION IMPULSE LEVEL

CONDUIT

CIRCUIT BREAKER

CORRUGATED METAL PIPE

CONCRETE

CONTINUED, CONTINUATION, CONTROL

CURRENT TRANSFORMER

COPPER

DIAMETER

DIMENSION

DISCONNECT

DRAWING

ELEVATION

ELECTRIC

ELECTRICAL METALLIC TUBING

EDGE OF PAVEMENT

FINISHED

FULL LOAD AMPS

GOVERNMENT FURNISHED EQUIPMENT

GROUND

GALVANIZED RIGID STEEL

HARDWARE

HORIZONTAL

HORSEPOWER

HIGH VOLTAGE

HOT WATER

CURRENT

INSIDE DIAMETER

INCH, INCHES

THOUSAND CIRCULAR MILS

KILOVOLTS

EOP

KCMIL

kV,KV

HDWR

HORIZ

HTR

HEATER

FLA

GFE

GND

GRS

FEET

ERCP

FDOT

FDR

FIN

FEEDER

FLOOR

DWG

ELEC

EMT

DOWN

CONT

DIA(Ø)

DIM

DISC

CKT

CMP

CONC

CIRCUIT

ATS

AUX

BFF

BFG

BIL

THICK

TYPICAL

UNDER FLOOR

UNDERGROUND

VACUUM

VELOCITY

VERTICAL

UON

VAC

VCB

VEL

VERT

THK

TTB

TTC

TYP

REFERENCE

SANITARY

SHEET

STAINLESS STEEL

STATION

SWITCH

SYSTEM

TEMPERATURE

SQ FT

STA

SYS

TEMP

RCP

REF

RGS

SAN

SHT

OA/FA/FA

ON CENTER

OIL CIRCUIT BREAKER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

OVERHEAD

POWER FACTOR

PANEL, PANELBOARD

PRESSURE

QUANTITY

PNL

PRESS

QTY

OCB

OPP

OVHD

MEDIUM VOLTAGE

MOTOR

NAIL AND DISK

NOT APPLICABLE

NORMALLY CLOSED

NEUTRAL

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

OXYGEN

NEUT

NIC

NTS

O2, O

MTR

N&D

N/A

ABBREVIATIONS:

AMPERE, AMPS

ABOVE FINISHED COUNTER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPS INTERRUPTING CAPACITY

AFC

AFF

AFG

AIC

MECHANICAL

MANHOLE

MOTOR OPERATED

MULTI-RATIO

MCM

MECH

M.O.

X X X X X X X

WEATHERWX

SVC SVC

UGE UGE

E E

AIP AIP

SD SD

FW FW

GN2 GN2

HANDHOLEHH

FLOW LINE

SOLID WASTE MANAGEMENT UNITSWMU

PAPER INSULATED LEAD CABLEPILC

AUE AUE

FF FINISHED FLOOR

VACUUM FAULT INTERRUPTERVFI

SECTIONALIZERSECT

INSTALLATION RESTORATION PROGRAMIRP

POLYCHLORINATED BIPHENYLSPCB

PERSONAL PROTECTIVE EQUIPMENTPPE

G G G

PERMITTED EXPOSURE LIMITPEL

ABSORBENT GLASS MATAGM

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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° 30' 47" N LONGITUDE: 80° 34' 19" W

SECTION / TOWNSHIP / RANGE: 8 / 23 S / 38 E

PROJECT NAME: REPAIR HIGH VOLTAGE DUCTBANK LAUNCH COMPLEX ROADS

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 = 12 AC

2. TOTAL AREA DISTURBANCE = 5 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER

CERTIFICATION OF COMPLIANCE WITH FEDERAL,

STATE AND LOCAL REGULATIONS

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

LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING

PERMITS HAVE BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT: NONE

C.O.E. PERMIT: NONE

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

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

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

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

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

APPLICABLE.

3. COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED SITE

SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP REQUIREMENTS

4. INSTALL REQUIRED PERIMETER CONTROLS

5. PERFORM DEMOLITION 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.

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:

1. WASTE MATERIALS AND RUBBISH SHALL BE COLLECTED AND STORED IN

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

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

OILY FLAMMABLE AND DANGEROUS WASTES, NON-SALVAGE MATERIAL AND

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

CONSTRUCTION CONTRACTOR SHALL USE A LANDFILL OUTSIDE OF THE BASE

FOR DISPOSAL OF CCAFS AND PAFB C&D IN ACCORDANCE WITH FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMITS.

2. ASBESTOS WASTE SHALL BE DISPOSED OF OUTSIDE OF THE BASE IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

3. PORTIONS OF THE PROJECT INCLUDE REMOVING AND REPLACING CABLE

ALONG EXISTING DUCT BANKS. THE CONTRACTOR SHOULD BE AWARE THAT

THERE IS POTENTIAL ORANGEBURG PIPING IN/AROUND OLDER DUCT BANKS ON

THE INSTALLATION. IF ORANGEBURG PIPE IS KNOWN TO EXIST, THE

CONTRACTOR MAY ABANDON THE PIPING IN PLACE AND NOTIFY THE

INSTALLATION ENVIRONMENTAL COMPLIANCE OFFICE OF ITS PRESENCE. IF

ORANGEBURG PIPING IS DISCOVERED OR PULLED, THE CONTRACTOR SHALL

MAINTAIN THE PIPING ON SITE AND NOTIFY THE INSTALLATION ENVIRONMENTAL

COMPLIANCE OFFICE OF INTENT TO ABANDON THE PIPING IN PLACE OR

COORDINATE WASTE REMOVAL.

4. REFER TO SPECIFICATIONS FOR FURTHER WASTE AND DISPOSAL AND

RECORD KEEPING REQUIREMENTS.

HAZARDOUS / NON HAZARDOUS:

1. ALL HAZARDOUS WASTE SHALL BE MANAGED IN ACCORDANCE WITH STATE

AND FEDERAL REGULATIONS, INCLUDING 45 SW OPLAN 19-14, BY THE

CONSTRUCTION CONTRACTOR AND SHALL BE TURNED OVER TO THE AIR FORCE

FOR DISPOSAL UNDER THE AIR FORCE'S EPA IDENTIFICATION NUMBER.

2. 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.

3. 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:

1. 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:

1. 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:

1. 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:

1. 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.

2. 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.

3. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS

REQUIRED TO DO THE JOB.

4. ALL MATERIALS STORED ONSITE SHALL BE STORED IN NEAT, ORDERLY

MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A

ROOF OR OTHER ENCLOSURE.

5. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

ORIGINAL MANUFACTURER'S LABEL.

6. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

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

DISPOSING OF THE CONTAINER.

8. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL

SHALL BE FOLLOWED.

INSPECTION AND MAINTENANCE PLAN

INSPECTION AND MAINTENANCE REPORTS:

1. 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.

2. 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.

3. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE'S QUALIFIED

INSPECTORS SHALL PERIODICALLY REVIEW THE CONSTRUCTION

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 THE CONTRACTING

OFFICER. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE REPORTS

SHALL ALSO BE MADE A RECORD OF THE SWPPP.

4. 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:

1. 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.

2. 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

1. 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.

2. 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."

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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

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:

U-LINE DEMOLITION PLAN 1

1" = 50'

FLAG NOTES:

1. REMOVE EXISTING OVERHEAD U-LINE BETWEEN POLES U10-1B AND U10-5A. CIRCUITS CONSIST OF (3) 1/C #2

OPEN WIRE, (1) 1/C #4 STATIC WIRE AND LOW VOLTAGE CIRCUITS. REMOVE ALL OVERHEAD CONDUCTORS, POLES, POLE MOUNTED EQUIPMENT, GUYS, ANCHORS AND ASSOCIATED HARDWARE.

2. REMOVE EXISTING POLE-MOUNTED 150KVA TRANSFORMER ON POLE U10-1A.

3. REMOVE EXISTING POLE-MOUNTED 75KVA TRANSFORMER ON POLE U10-2IF.

4. REMOVE EXISTING LOW VOLTAGE OVERHEAD FEED TO BLDG 1625. CIRCUIT: (1) 3/C 250MCM CABLE. REMOVE

ASSOCIATED 30' CONC POLE R17.

5. REMOVE EXISTING (2) WOOD POLES AND ASSOCIATED OVERHEAD LOW VOLTAGE CIRCUIT. CIRCUIT CONSISTS

OF (3) 1/C 250MCM. REMOVE EXISTING DOWN CONDUCTORS AND DISCONNECT SWITCH AT END-OF-LINE POLE.

RETAIN DISCONNECT SWITCH FOR REINSTALLATION.

6. SWMU C049 IS KNOWN TO CONTAIN SOIL CONTAMINANTS INCLUDING INDUSTRIAL WASTE PRODUCTS.

CONTRACTOR SHALL APPLY LAND USE CONTROLS TO WORK IDENTIFIED IN SWMU. ALL SOILS MUST BE

RETAINED ON SITE. WORKERS SHALL UTILIZE PROPER PPE AGAINST SOIL CONTAMINANT EXPOSURE. SEE

SPECIFICATION SECTION 01 57 19 REGARDING EXCAVATION, DIRECTIONAL DRILLING AND DEWATERING IN

THIS AREA.

PRIMARY_OH

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150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

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V I E

W E

D A

T E

SHEET

IDENTIFICATION

C O

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A D

E I S

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N G

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H I T

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2 3

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ED-102

A Y

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T N

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D B

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D B

C C

A F

PLAN

NORTH

SCALE:

U-LINE DEMOLITION PLAN 2

1" = 50'

FLAG NOTES:

1. REMOVE EXISTING OVERHEAD U-LINE BETWEEN POLES U6-1IF AND U6-15. CIRCUITS CONSIST OF (3) 1/C #2

OPEN WIRE, (1) 1/C #4 STATIC WIRE AND LOW VOLTAGE CIRCUITS. REMOVE ALL OVERHEAD CONDUCTORS, POLES, POLE MOUNTED EQUIPMENT, GUYS, ANCHORS AND ASSOCIATED HARDWARE.

2. REMOVE EXISTING POLE-MOUNTED 3X37KVA TRANSFORMER ON POLE U6-3IF.

3. REMOVE EXISTING OVERHEAD LV SERVICE ENTRANCE BETWEEN POLE U6-4IF AND BLDG 1623.

4. REMOVE (2) EXISTING CIRCUITS AND POLE RISERS AT POLE U6-5E. CUT, CAP AND SEAL EXISTING CONDUITS

BELOW ASPHALT PAVING. ABANDON IN PLACE. PATCH ASPHALT FOLLOWING POLE REMOVAL.

5. POLE U6-1AIP: REMOVE AND RETAIN EXISTING POLE MOUNTED RECLOSER AND ASSOCIATED CONTROLS.

DELIVER RECLOSER TO CONTRACTING OFFICER.

P R

R Y

U L

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

S A

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MATCH LINE - SEE SHEET ED-101

M b a r v i r

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S D x x

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AIP

A I P

HI-16-04

H I-16-05

H I

6" A

8 A

TBD

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TBD

6" A

S S

F M

O H

OHE

X X

U I F

U A

I F

MODI4

ODI3

SASI

GYM

SASC3

SASI2

GENI1

ESI

X X

MH 572

LBS

EIV

M H

MH 574

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MH 571

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SHEET

IDENTIFICATION

C O

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R A

A D

E I S

R A

N G

R C

H I T

E C

T E

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F A

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4 5

ED-103

A Y

H E

A Y

H E

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E M

O L

I T

I O

L A

A R

T N

E T

D B

E A

R D

D B

C C

A F

PLAN

NORTH

SCALE:

U-LINE DEMOLITION PLAN 3

1" = 50'

FLAG NOTES:

1. REMOVE EXISTING OVERHEAD U-LINE BETWEEN POLES U6-1IF AND U6-15. CIRCUITS CONSIST OF (3) 1/C #2

OPEN WIRE, (1) 1/C #4 STATIC WIRE AND LOW VOLTAGE CIRCUITS. REMOVE ALL OVERHEAD CONDUCTORS, POLES, POLE MOUNTED EQUIPMENT, GUYS, ANCHORS AND ASSOCIATED HARDWARE. REMOVE EXISTING

DOWN CONDUCTORS AND (3) 1/C #2 EPR PRIMARY FEED TO EXISTING TRANSFORMER GENI1.

2. REMOVE EXISTING POLE RISER AND CONDUCTORS BETWEEN POLE U6-8IF AND EXISTING TRANSFORMER ESI.

3. REMOVE EXISTING PAD-MOUNTED, 13.KV-208/120V, 150KVA TRANSFORMER ESI.

4. REMOVE EXISTING POLE-MOUNTED 3X50KVA TRANSFORMER ON POLE U6-9-1IF.

5. REMOVE EXISTING POLE, RISER AND CONDUCTORS BETWEEN POLE U6-9IF AND POLE U6-9-1IF.

6. REMOVE EXISTING POLE RISER AND CONDUCTORS BETWEEN POLE U6-12IF AND EXISTING TRANSFORMER

SASI2. DO NOT DISTURB EXISTING AREA LIGHTING POLE ADJACENT TO POLE U6-12IF.

7. REMOVE EXISTING PAD-MOUNTED, 13.KV-480/277V, 150KVA TRANSFORMER SASI

8. REMOVE EXISTING PAD-MOUNTED, 13.KV-480/277V, 225KVA TRANSFORMER SASI2.

9. REMOVE EXISTING (1) 3/C PILC CABLE BETWEEN LBS HEIV7/4 AND LBS CCIG3/2. ASSUMED PATH IS VIA

MANHOLES 572, 571, 570, AND 569.

10. SEE SHEET ED-106 FOR FEEDER REMOVAL BETWEEN LBS SASI AND LBS HECV6A.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

SAB R

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MATCH LINE - SEE SHEET ED-105

MATCH LINE - SEE SHEET ED-106

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IDENTIFICATION

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ED-104

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E A

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D B

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PLAN

NORTH

SCALE:

U-LINE DEMOLITION PLAN 4

1" = 50'

FLAG NOTES:

1. REMOVE EXISTING OVERHEAD U-LINE BETWEEN POLES U6-1IF AND U6-15. CIRCUITS CONSIST OF (3) 1/C #2

OPEN WIRE, (1) 1/C #4 STATIC WIRE AND LOW VOLTAGE CIRCUITS. REMOVE ALL OVERHEAD CONDUCTORS, POLES, POLE MOUNTED EQUIPMENT, GUYS, ANCHORS AND ASSOCIATED HARDWARE.

2. REMOVE EXISTING POLE-MOUNTED 15KVA TRANSFORMER ON POLE U6-13-IF. REMOVE EXISTING AREA

LIGHT FIXTURE.

3. REMOVE EXISTING 15KV CIRCUIT FEEDING TRANSFORMER GPSI4. CAP AND SEAL U/G CONDUITS BELOW

FINISHED GRADE. ABANDON EXISTING DUCT BANK IN PLACE.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

I M

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C C C C C C C C

C C

C C C C C C C C

C C

C C C

6 A

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W W W W W

AIP

W W

H I

H I-22-11

FM FM

S S

UGE

U G

GFSI

HAND

HOLE

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EXPOSED PIPE

LBS

CCCIG3

LBS

5N5

LBS

CCCV1

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MH 570

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ED-105

A Y

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D B

C C

A F

PLAN

NORTH

SCALE:

HEIV7-LINE UNDERGROUND DEMOLITION - PLAN 5

1" = 50'

FLAG NOTE:

1. REMOVE EXISTING (1) 3/C PILC CABLE BETWEEN LBS HEIV7/4 AND LBS CCIG3/2. ASSUMED PATH IS VIA

MANHOLES 572, 571, 570, AND 569.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

MATCH LINE - SEE SHEET ED-103

M A

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CENTRAL CONTROL ROAD

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AIP

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AIP

H I

HI-16-04

H I-16-05

F W

H I

8 A

ABAN

6 A

TBD

2.5

8 A

ABAN

S S

F M

LBS 4S17

M H

SASI

SSF1

GYM1

SASC3

SASI2

ESI

MH 572

LBS

EIV

M H

U G

MH 574

MH 576

LBS

HEIGA

LBS

HEIGB

LBS

HECV6A/B

LA2IF2

LA2IF

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SHEET

IDENTIFICATION

C O

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ED-106

A Y

H E

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D B

C C

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PLAN

NORTH

SCALE:

HEIV7-LINE UNDERGROUND DEMOLITION - PLAN 6

1" = 50'

FLAG NOTE:

1. REMOVE EXISTING (1) 3/C 4/0 FEEDER BETWEEN LBS HEIV7/1 AND LBS HECV6A/4. ASSUMED PATH IS VIA MHs

572, 573, 574, 576.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

SAB R

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MATCH LINE - SEE SHEET ED-103

X X

M b a r v i r

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D x x

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AIP

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AIP

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AIP

H I

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F W

HI-21-17

8 A

F W

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S S

SS SS

S S

OHE

LBS

4S14

LBS

4S10

6W5

4W5

HSE3

AP1

SSI1

MH 1201

SECT

4S14-1

MODI2

UGE

U G

SSI1

U G

UGE

U G

F W

S S

E n g i n e e r i n g I n c

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IDENTIFICATION

C O

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EC-101

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PLAN

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FLAG NOTES:

1. CONFIRM FIELD CONDITIONS INCLUDING UNDERGROUND UTILITY LOCATIONS PRIOR TO LOCATING NEW

8' X 8' X 8' MH 1201.

2. INSTALL NEW 6-WAY, SOLID DIELECTRIC LBS 4S14:

4S14/1: (3) 1/C 4/0 15KV EPR CONDUCTORS FROM EXISTING LBS 4S10/2 TO NEW

LBS 4S14/1 VIA NEW MH 1201.

4S14/2: SPARE

4S14/3: SPARE

4S14/4: (3) 1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S14/4 TO NEW 150KVA

TRANSFORMER WHSE3

4S14/5: (3) 1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S14/5 TO EXISTING

TRANSFORMER SSI1 (SIGN SHOP).

4S14/6: SPARE

3. INSTALL NEW PAD MOUNTED 13.2KV-208/120V, 150KVA, 3 PHASE TRANSFORMER WHSE3.

4. INSTALL 2W5 DUCT FROM NEW MH 1201 TO EXISTING LBS 4S10.

5. INSTALL 6W5 DUCT FROM NEW MH 1201 TO NEW LBS 4S14.

6. INSTALL 2W5 DUCT FROM NEW MH 1201 TO NEW TRANSFORMER WHSE3.

7. INSTALL (1) 2 1/2"C-SPARE AND (1) 2 1/2"C WITH (3) 250 MCM, (1) 250 MCM NEUTRAL THHN/THWN. REMOVE

EXISTING WEATHERHEAD. CUT EXISTING 2 1/2"C AND USE EXISTING WALL PENETRATION TO RE-FEED

SERVICE ENTRANCE TO EXISTING PANEL P-1. CAP SPARE AT EXTERIOR OF BLDG 1625.

8. INSTALL (1) 3/4"C, (3) #8, (1) #8 NEUTRAL SERVICE ENTRANCE TO EXISTING 30A DISCONNECT SWITCH ON

EXTERIOR OF BLDG 49820.

9. INSTALL 2"C (PVC) FROM NEW TRANSFORMER WHSE3 TO NEAR POLE U10-3. INTERCEPT EXISTING 2"C

NEAR POLE U10-3. INSTALL NEW SERVICE ENTRANCE (3) #4/0, (1) #4/0 NEUTRAL TO J-BOX AT NW

CORNER OF BLDG 1628.

10. EXTEND 2W4 TO EXISTING TRANSFORMER SSI1. RE-FEED EXISTING TRANSFORMER SSI1 WITH NEW (3)

1/C #2 FROM LBS 4S14/5.

11. INSTALL NEW PAD MOUNTED 480V-208/120V, 75KVA, 3 PHASE, DETLA-WYE TRANSFORMER AP1. INSTALL

(3) #2, (1) #6 GND IN 1 1/4" CONDUIT FROM SSI1 SECONDARY TO NEW TRANSFORMER AP1.

12. RELOCATE AND RE-USE EXISTING 200A, 3P DISCONNECT SWITCH AT EXISTING END-OF-LINE POLE.

PROVIDE AND INSTALL CONC PAD AND PEDESTAL MOUNT FOR RELOCATED SWITCH. SEE DETAIL D, SHEET E-506. INTERCEPT EXISTING SERVICE ENTRANCE TO BUILDING 49835. RE-FEED BLDG 49835

FROM TRANSFORMER AP1 THROUGH 200A DISCONNECT SWITCH.

13. SWMU C049 IS KNOWN TO CONTAIN SOIL CONTAMINANTS INCLUDING INDUSTRIAL WASTE PRODUCTS.

CONTRACTOR SHALL APPLY LAND USE CONTROLS TO WORK IDENTIFIED IN SWMU. ALL SOILS MUST BE

RETAINED ON SITE. WORKERS SHALL UTILIZE PROPER PPE AGAINST SOIL CONTAMINANT EXPOSURE.

SEE SPECIFICATION SECTION 01 57 19 REGARDING EXCAVATION, DIRECTIONAL DRILLING AND

DEWATERING IN THIS AREA.

14. NOTE: BLDG 49835 IS SCHEDULED FOR DEMOLITION. DISREGARD FLAG NOTE 11 AND 12 AND DETAIL D IF

FACILITY HAS BEEN REMOVED.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

SWMU C049

S A

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H I L L I P

K W

TRUE

NORTH

EC-104

EC-103

EC-102

EC-101 EC-105

1 1/4"C, (3) #2, (1) #6 GND

EXISTING 2"C:

NEW (3) #4/0, (1) #4/0 NEUT

EC-106

TRUE

NORTH

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

SEE ENLARGED

VIEW - MH1201

THIS SHEET

SCALE:

4S14 LINE UNDERGROUND ELECTRICAL - NEW - PLAN 1

1" = 50'

SCALE:

ENLARGED VIEW - MH1201

1" = 20'

LBS

4S10

LBS

4S14

WHSE3

S T

6W5

2"C,

(3) #4/0,

(1) #4/0 NEUT

3/4"C, (3) #8, (1) #8 NEUT

(2) 2 1/2"C,

(3) 250 MCM

(1) 250 MCM NEUT

(1) SPARE CONDUIT

04A

03 04

R E

P A

O L

T A

A N

L A

U N

P L

D S

EC-107

E-506

DISCONNECT SWITCH

SUPPORT DETAIL

M A

T C

I N

MATCH LINE - SEE SHEET EC-102

STA 4+75

NEW SECT 4S14-1

E W

M H

T O

F D

U C

N K

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D U

C T

B A

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SCALE:

KEY PLAN - NEW

NONE

04A

M b a r v i r

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F M

F W

A I P

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AIP

A I P

AIP

A I P

H I

H I-15-07

HI-15-01

H I-15-04

6 A

F W

8 A

F W

S S

LBS 4S15

UGE

M H

ODI1

HSE2

U64-1

623-IF

O H

U G

OEST

LBS 4S9

M H 2 n g i n e e r i n g I n c

L L

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B M

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V I E

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D A

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SHEET

IDENTIFICATION

C O

N T

R A

A D

E I S

R A

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R C

H I T

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T E

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2 3

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A Y

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A F

FLAG NOTES:

1. INTERCEPT EXISTING U/G FEED FROM 4S9/3 TO POLE U6-1IF. EXTEND FEED TO NEW LBS 4S15/1 VIA

NEW MH 1202. INSTALL NEW (3) 1/C 4/0 FROM 4S9/3 TO 4S15/1.

2. INSTALL NEW 6-WAY, SOLID DIELECTRIC LBS 4S15:

4S15/1: (3) 1/C 4/0 15KV EPR CONDUCTORS FROM EXISTING LBS 4S9/3 TO NEW LBS 4S15/1 VIA NEW

MH 1202.

4S15/2: (3) 1/C 4/0 15KV EPR CONDUCTORS FROM NEW LBS 4S15/2 TO NEW LBS 4S16/1.

4S15/3: (3) 1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S15/3 TO EXISTING 150KVA

TRANSFORMER OEST AT BLDG 49841 .

4S15/4: (3) 1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S15/4 TO NEW 75KVA TRANSFORMER

WHSE2.

4S15/5: (3) 1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S15/5 TO EXISTING TRANSFORMER

U64-1623.

4S15/6: SPARE

3. INSTALL NEW PAD MOUNTED 13.2KV-208/120V, 75KVA, 3 PHASE, DELTA-WYE TRANSFORMER WHSE2.

4. CONFIRM FIELD CONDITIONS INCLUDING UNDERGROUND UTILITY LOCATIONS PRIOR TO LOCATING NEW

8' X 8' X 8' MH 1202.

5. INSTALL 4W5 DUCT FROM NEW MH 1202 TO NEW MH 1203.

6. INSTALL (1) 2 1/2"C-SPARE AND (1) 2 1/2"C WITH (3) 250 MCM, (1) 250 MCM NEUTRAL THHN/THWN.

REMOVE EXISTING WEATHERHEAD. CUT EXISTING 2 1/2"C AND USE EXISTING WALL PENETRATION TO

RE-FEED SERVICE ENTRANCE TO EXISTING PANEL P-1. CAP SPARE AT EXTERIOR OF BLDG 1623.

7. INSTALL 2W5 DUCT FROM NEW MH 1203 TO EXISTING TRANSFORMER MODI1. RE-FEED MODI1 WITH (3)

1/C #2 15KV EPR CONDUCTORS FROM NEW LBS 4S16/3.

8. INSTALL REPLACEMENT SERVICE ENTRANCE TO BLDG.49831. INSTALL 2 1/2"C WITH (3) 250 MCM, (1) 250

MCM NEUTRAL THHN/THWN FROM TRANSFORMER WHSE2 TO EXISTING SE DISCONNECT SWITCH.

150'50'0'50' 100'

GRAPHIC SCALE 1" = 50'

S A

M U

E L

H I L L I P

K W

SAB R

M A

T C

L I N

PLAN

NORTH

SCALE:

4S15 LINE UNDERGROUND ELECTRICAL - NEW - PLAN 2

1" = 50'

TRUE

NORTH

(2) 2 1/2"C:

(3) 250 MCM

(1) 250 MCM NEUT

(1) SPARE CONDUIT

2 1/2"C,

(3) 250 MCM

(1) 250 MCM NEUT

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.