DBEH_14-1510,_Drawings_Compressed.pdf

PDF 10 MB Posted Aug 9, 2019

Attached to: Construct HV Duct Bank, Trident MACA Federal contract opportunity
Solicitation number: FA252119BA018
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for an upcoming federal contract solicitation to upgrade electrical infrastructure at Cape Canaveral Air Force Station in Florida. The solicitation will involve constructing a new underground duct bank and upgrading switch and lighting systems. Work will include replacing an existing switch, installing over eight thousand feet of new duct bank between switches, and repairing lighting feeders serving pole-mounted fixtures. The contract is set aside for women-owned small businesses and has a value between $1 million to $5 million. The period of performance is 260 calendar days from notice to proceed. The solicitation will be an invitation for bid released on May 1, 2019 via beta.SAM.gov. Payment will be processed through the Wide Area Workflow system.

From the source

DBEH 14-1510 Drawings

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Other files for this federal contract opportunity

Other files attached to Construct HV Duct Bank, Trident MACA, newest first.
File	Type	Posted
19BA018_Abstract_of_Offers.pdf	PDF	Sep 12, 2019
Q&A.pdf	PDF	Sep 6, 2019
Form_3052_-_Constr_Cost_Est_Breakdown_w_cont.xls	XLS spreadsheet	Aug 9, 2019
RMD_Fm_(5.29.19).pdf	PDF	Aug 9, 2019
Haz_Waste_Form.doc	DOC document	Aug 9, 2019
19BA018_Sol_Approved.pdf	PDF	Aug 9, 2019
Precon_05-Badge_Request_45_SFS_Form,_V11_25Jul18.pdf	PDF	Aug 9, 2019
DBEH_14-1510,_Specifications.pdf	PDF	Aug 9, 2019
WD_051019.pdf	PDF	Aug 9, 2019

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SKID STRIP

B A

N A

I V

E R

B A

N A

I V

E R

A T L A N T I C

O C

E A N

A T L A N T I C O C E A N

PORT CANAVERAL

CCAFS

INDUSTRIAL AREA

KENNEDY SPACE CENTER

INDUSTRIAL AREA

SOUTH GATE

PASS & ID

STATE RD 401 BA

PATROL RD S

H O

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D D

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A R D

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LIGHTHOUSE RD

SKYBO

LT R

BUMPER RD

PIER RD

FSA 5 RD

MISSION CONTROL RD

FLIGHT CONTROL RD

BM R

LIGHTHOUSE RD

LIG

HTH

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OBSERVATION RD

CAMERA RD ALPHA

CONTROL TOWER RD

CAMERA RD BRAVO

G R

CENTRAL CONTROL RD

MORY

R D

SKID

STR

IP R

MER

I R D

CENTRAL CONTROL RD

INDUSTRY RD

TITAN III RD

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TITAN III RD

TEST RD

ICBM

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PATROL RD

SAM

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ILLIPS PKW

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CENTAUR RD

ROCKET RD

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BOUNDARY RD

PIER RD

HEAVY LAUNCH RD

FLIGHT CONTROL RD

PIER RD

OLD

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FACILITY

MSA #5

CAMERA

PAD #21

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

FSA #1

HGR

LIGHT

HOUSE

STATE RD 401

CAPE CANAVERAL AIR FORCE STATION DBEH 14-1510

CAPE CANAVERAL, FLORIDA CONSTRUCT HIGH VOLTAGE DUCT

BANK, TRIDENT MACA RD (LET)

S. PATROL RD

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A P P R O V E D

SCALE:

LOCATION MAP

NONE

TRUE

NORTH

PLAN

PROJECT

LOCATION

SCALE:

ENLARGED PROJECT AREA

NONE

TRUE

NORTH

PLAN

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

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIEDHAZARDOUS MATERIALS

H O

U N

D D

O G

A R

FAC.

79150

G-001

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IDENTIFICATION

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DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 LOCATION MAP, PROJECT AREA AND DRAWING INDEX

G-002 SITE DESCRIPTION AND ENVIRONMENTAL NOTES

ELECTRICAL

E-001 LEGENDS AND ABBREVIATIONS

E-002 GENERAL NOTES AND APPLICABLE CODES

E-003 AREAS OF WORK PLANS AND NOTES

ED-101 ELECTRICAL SITE PLAN - AOW 1 - SECTION 1 - DEMOLITION

ED-601 SINGLE LINE DIAGRAM - DEMOLITION

E-101 DUCTBANK SITE PLAN - AOW 1 - SECTION 1 AND 2 - NEW CONSTRUCTION

E-102 DUCTBANK SITE PLAN - AOW 1 - SECTION 3 - NEW CONSTRUCTION

E-103 LIGHTING SITE PLAN - AOW 2 - SECTION 1 - NEW CONSTRUCTION

E-104 LIGHTING SITE PLAN - AOW 2 - SECTION 2 - NEW CONSTRUCTION

E-401 ENLARGED PLANS

E-501 DETAILS - 1

E-502 DETAILS - 2

E-503 DETAILS - 3

E-504 DETAILS - 4

E-505 DETAILS - 5

E-506 DETAILS - 6

E-601 SINGLE LINE DIAGRAM - NEW CONSTRUCTION

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_G-001.dwg, 3/23/2018 2:23:07 PM

G-002

C R

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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° 25' 19" N LONGITUDE: 80° 35' 26" W

SECTION / TOWNSHIP / RANGE: 1 / 24 / 37

PROJECT NAME: CONSTRUCT HIGH VOLTAGE DUCTBANK, TRIDENT MACA RD (LET)

PROJECT DESCRIPTION: INSTALL UNDERGROUND DUCTBANK ALONG TRIDENT

ROAD AND MACA ROAD

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 = 10 AC

2. TOTAL AREA DISTURBANCE = 5 AC

3. WETLAND AREA = N/A

4. RECEIVING WATER = N/A

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: N/A

C.O.E. PERMIT: N/A

S.J.R.W.M.D. E.R.PERMIT: N/A

D.E.P. N.O.I.: N/A

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 AND 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."

GENERAL HAZARDOUS MATERIALS NOTES

1. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE

PRESENCE OF HAZARDOUS MATERIAL SUCH AS ASBESTOS, HEAVY METALS AND/OR

PCBS ARE 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 TO

HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY HAZARDOUS MATERIAL BE DISTURBED

REMOVED WITHOUT THE CONTRACTING OFFICER APPROVAL.

2. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086,

HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT

TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. NO

HAZARDOUS MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW

INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL CONTACT THE

45 CES/CEIE HAZARDOUS MATERIALS PROGRAM MANAGER AT 321-494-9268 OR

321-543-1338 AND/OR ARTHUR.LORENZ.CTR@US.AF.MIL TO REVIEW HAZARDOUS

MATERIALS AUTHORIZATION PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING

BROUGHT ON TO 45 SW FACILITIES. ALL CONSTRUCTION MATERIALS REJECTED BY

THE GOVERNMENT SHALL BE REMOVED FROM THE SITE IMMEDIATELY.

3. WORKERS SHALL COMPLY WITH OSHA REGULATIONS PER 29 CFR 1926.1153 AND

29 CFR 1910.134 AGAINST SILICA AND PARTICULATES WHEN DISTURBING CONCRETE

DURING DUCT BANK CONSTRUCTION AND INSTALLATION ACTIVITIES.

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_G-002.dwg, 3/23/2018 2:23:11 PM

X-X X-X

INDIVIDUAL SECTION, ELEVATION

OR DETAIL REFERENCE

SHEET NUMBER WHERE

SECTION, ELEVATION OR

DETAIL IS SHOWN OR

REFERRED FROM

DETAIL REFERENCE

6W6

H x

FWx

C x

SS x

ATS

GND

NEUT

GROUND BAR

NEUTRAL BAR

EXISTING UNDERGROUND FEEDER TO REMAIN

EXISTING UNDERGROUND FEEDER TO BE REMOVED

NEW UNDERGROUND FEEDER

EXISTING ROAD NAME

MTS

SINGLE LINE DIAGRAM LEGEND:

AND/OR

A - AMPERES, AMPS

AFC - AVAILABLE FAULT CURRENT

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

AIC - AMPS INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AUX - AUXILIARY

AOW - AREA OF WORK

BFG - BELOW FINISHED GRADE

BFF - BELOW FINISHED FLOOR

BKR - BREAKER

B/ - BOTTOM OF

C - CONDUIT

CB - CIRCUIT BREAKER

CKT - CIRCUIT

CL - CENTER LINE

CMP - CORRUGATED METAL PIPE

CMU - CONCRETE MASONRY UNIT

CU - COPPER

CONC - CONCRETE

CT - CURRENT TRANSFORMER

DC - DROP CORD

DIA (Ø) - DIAMETER

DIM - DIMENSION

DISC - DISCONNECT SWITCH

DWG - DRAWING

EB - ENCASED BURIAL

ELECT - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

ETR - EXISTING TO REMAIN

EXT - EXTERIOR

EXIST - EXISTING

EA - EACH

EOP - EDGE OF PAVEMENT

EPR - ETHYLENE PROPYLENE RUBBER

ERCP - ECCENTRIC REINFORCED

CONCRETE PIPE

FAC. - FACILITY

FLA - FULL LOAD AMPS

FDOT - FLORIDA DEPARTMENT OF

TRANSPORTATION

FDR - FEEDER

FF - FINISHED FLOOR

FIN - FINISHED

FL - FLOOR

- FLOW LINE

FLA - FULL LOAD AMPS

FT - FEET

GEN - GENERATOR/GENSET

GFCI - GROUND FAULT CIRCUIT

INTERRUPTER

GND - GROUND

HP - HORSEPOWER

GFE - GOVERNMENT FURNISHED

EQUIPMENT

GND - GROUND

GRS - GALVANIZED RIGID STEEL

HH - HANDHOLE

HORIZ - HORIZONTAL

HP - HORSEPOWER

HV - HIGH VOLTAGE

HAZMAT - HAZARDOUS MATERIALS

INT - INTERIOR

I - CURRENT

ID - INSIDE DIAMETER

IN - INCH, INCHES

IRP - INSTALLATION RESTORATION

PROGRAM

KCMIL - THOUSAND CIRCULAR MILS

KV,KV - KILOVOLTS

KVAR - KILOVAR

KW - KILOWATT

LTG - LIGHTING

LV - LOW VOLTAGE

LF - LINEAL FEET

LPS - LOW PRESSURE SODIUM

LBS - LOAD BREAK SWITCH

LTC - LOAD TAP CHANGER

MECH - MECHANICAL

MCP - MOTOR CIRCUIT PROTECTION

MTD - MOUNTED

MCM - THOUSAND CIRCULAR MILS

MCB - MAIN CIRCUIT BREAKER

MLO - MAIN LUGS ONLY

MCM - THOUSAND CIRCULAR MILS

MH - MANHOLE

M.O. - MOTOR OPERATED

MR - MULTI-RATIO

MTC - MANUAL TAP CHANGER

MTR - MOTOR

MTS - MANUAL TRANSFER SWITCH

MV - MEDIUM VOLTAGE

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

N&D - NAIL AND DISK

NEUT - NEUTRAL

O2, O - OXYGEN

OA/FA/FA - OIL-AIR/FORCED AIR/FORCED AIR

OC - ON CENTER

OCB - OIL CIRCUIT BREAKER

OD - OUTSIDE DIAMETER

OH - OVERHEAD

OPP - OPPOSITE

OVHD - OVERHEAD

Ø - PHASE

PNL - PANEL, PANELBOARD

PVC - POLYVINYL CHLORIDE

PWR - POWER

PAH - POLYNUCLEAR AROMATIC

HYDROCARBONS

PCB - POLYCHLORINATED BIPHENYLS

PEL - PERMITTED EXPOSURE LIMIT

PF - POWER FACTOR

PILC - PAPER INSULATED LEAD CABLE

PPE - PERSONAL PROTECTIVE

EQUIPMENT

PRESS - PRESSURE

PT - POTENTIAL TRANSFORMER

QTY - QUANTITY

RECP - RECEPTACLE

RGS - RIGID GALVANIZED STEEL

RM - ROOM

REF - REFERENCE

SPD - SURGE PROTECTION DEVICE

ST - SHUNT TRIP

STRP - STRIP

SW - SWITCH

SYS - SYSTEM

SAN - SANITARY

SHT - SHEET

SQ FT - SQUARE FOOT, SQUARE FEET

SS - STAINLESS STEEL

ST. STL. - STAINLESS STEEL

STA - STATION

SWMU - SOLID WASTE MANAGEMENT UNIT

TYP - TYPICAL

TEMP - TEMPERATURE

T/ - TOP OF

UG - UNDERGROUND

U.O.N. - UNLESS OTHERWISE NOTED

V - VOLTS

VAC - VACUUM

VCB - VACUUM CIRCUIT BREAKER

VEL - VELOCITY

VERT - VERTICAL

VFI - VACUUM FAULT INTERRUPTER

W - WATTAGE

WP - WEATHERPROOF

W/ - WITH

W/O - WITHOUT

WTR - WATER

WX - WEATHER

XFER - TRANSFER

XFMR - TRANSFORMER

ZN - ZONE

(APPLIES TO ALL ELECTRICAL SHEETS; ALL MAY NOT BE USED)

ABBREVIATIONS:

(APPLIES TO ALL ELECTRICAL SHEETS; ALL MAY NOT BE USED)

LEGEND:

HEAVY LINES INDICATE NEW CONSTRUCTION WORK

HEAVY DASHED LINES INDICATE DEMOLITION WORK

NEW UNDERGROUND DUCTBANK AND PRIMARY SERVICE FEEDER

EXISTING UNDERGROUND DUCT BANK TO REMAIN

EXISTING UNDERGROUND DUCT BANK WITH NEW PRIMARY

SERVICE FEEDER IN EXISTING SPARE CONDUIT

EXISTING UNDERGROUND LOW VOLTAGE FEEDER TO REMAIN

NEW UNDERGROUND LOW VOLTAGE FEEDER (DIRECT BURIED)

EXISTING WATER LINE TO REMAIN

EXISTING SANITARY SEWER TO REMAIN

EXISTING COMMUNICATIONS DUCT BANK TO REMAIN

EXISTING FENCE TO REMAIN

EXISTING STORM DRAIN LINE TO REMAIN

EXISTING FIRE WATER LINE TO REMAIN

NEW DIRECTIONAL DRILL/BORE

EXISTING ELECTRICAL DUCT GAS LINE TO REMAIN

EXISTING FORCE MAIN TO REMAIN

EQUIPMENT ENCLOSURE ON SINGLE LINE DIAGRAM

CONDUIT - CHANGE OF ELEVATION (PLAN VIEW ONLY)

EQUIPMENT CENTER LINE

GROUNDING CONDUCTOR, BELOW GRADE

UNDERGROUND TRENCHES/NEW DIRECTLY BURIED FEEDERS

ASPHALT PAVING

SIDEWALK, PAVEMENT AND/OR GRAVEL ROAD AREA TO BE

REMOVED, INSTALL AND/OR REPAIR

DIRECTIONAL BORING AT ASPHALT ROAD

EXISTING WALL TO REMAIN

NEW PENETRATION ON EXISTING WALL

AREA OF WORK

CONTAMINATED GROUND WATER PLUME AREA (IRP SITE/SWMU)

SOLID WASTE MANAGEMENT UNIT (SWMU)

EMBANKMENT

EDGE OF VEGETATION

IN DEMOLITION WORK, REFERS TO EXISTING VEGETATION TO BE

REMOVED / IN NEW CONSTRUCTION WORK, REFERS TO DISTURBED

AREAS TO BE STABILIZED (RETURN TO GRADE, RESEED/SOD)

EXISTING COMMUNICATIONS

MANHOLE TO REMAIN

EXISTING ELECTRIC MANHOLE

NEW ELECTRIC MANHOLE WITH

SECTIONALIZING CABINET

SANITARY MANHOLE

WASTEWATER - SEPTIC

STORM SEWER MANHOLE

FIRE HYDRANT EXISTING

DUCT BANK (EX. 6-WAY 6")

EXISTING MONITORING WELL

ABANDONED MONITORING WELL

EXISTING POLE WITH POLE MOUNTED

LIGHT FIXTURE TO REMAIN

EXISTING POLE WITH SINGLE, POLE

MOUNTED LIGHT FIXTURE TO REMAIN

(NEW WIRE TO BE PROVIDED)

EXISTING POLE WITH DOUBLE, POLE

MOUNTED LIGHT FIXTURE TO REMAIN

(NEW WIRE TO BE PROVIDED)

NEW HANDHOLE

SIGN

WATER VALVE

WATT-HOUR METER

POLE-MOUNTED TRANSFORMER(S)

PAD-MOUNTED TRANSFORMER (MV)

TRANSFORMER (LV)

DISCONNECT SWITCH (FUSED)

LOAD BREAK SWITCH

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

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

SPLICE

EXISTING HAND HOLE TO REMAIN

ENCLOSED CIRCUIT BREAKER (LV)

AUTOMATIC TRANSFER SWITCH

MANUAL TRANSFER SWITCH

LOAD BREAK SWITCH

VFI POSITION

LOAD BREAK POSITION

TRANSFORMER

CIRCUIT BREAKER

DISCONNECT SWITCH

FEEDER NUMBER

GROUND ROD

(ALL MAY NOT BE USED)

E-001

M . P

D A

N S

C . H

G . B

C O

R U

C T

H V

D U

C T

K, TR

T M

R D

C C

S, F L

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 7-

F-

C H

T-

N S

-1

7- F-ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_E-001.dwg, 3/23/2018 2:23:17 PM

ELECTRICAL GENERAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE AND WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED FOR PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY VERTICAL AND HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST TO

THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS AND CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO CHANGES, EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE APPROVAL OF THE CONTRACTING OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT SYSTEMS AND SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND EQUIPMENT. RECEPTACLES WITH GREEN WIRE SHALL BE BONDED TO BOX THEN TO RECEPTACLE SUCH THAT REMOVAL OF RECEPTACLE DEVICE SHALL NOT INTERRUPT GREEN WIRE BOND TO

METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES, BOXES, AND EQUIPMENT WHERE

CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE USED.

8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE OR CONDUIT, THE CONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER, WIRE AND CONDUIT SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN

APPROVAL.

9. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF THE OTHER TRADES.

10. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS TYPE OF WORK. THE INSTALLATION

SHALL BE MADE SO THAT THERE IS NO DEGRADATION OF THE DESIGNED FIRE RATINGS.

11. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT SUCH A TIME AS WILL REQUIRE A MINIMUM

OF CUTTING AND PATCHING OF THE BUILDING STRUCTURE.

12. 'PROVIDE', AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING, AND MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

13. WHERE NEW-TO-EXISTING CONNECTIONS ARE INDICATED, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

14. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE COPPER AND MINIMUM #12AWG.

CONDUITS SHALL BE 3/4" MINIMUM.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER PROPERTY

DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE COMPLETION OF THIS WORK.

16. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING CONNECTIONS SHALL BE COPPER.

CONTRACTOR SHALL UTILIZE CONNECTORS TO PREVENT GALVANIC ACTION.

17. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF EQUIPMENT. NO CONDUCTOR SHALL BE

ENERGIZED UNTIL THE INSTALLATION HAS BEEN APPROVED.

18. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL DAMAGE SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED OTHERWISE. ALL OTHER CONDUIT INSIDE FACILITY SHALL BE ELECTRICAL METALLIC TUBING (EMT).

19. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS TO PROVIDE A RIGID INSTALLATION.

CONDUIT SUPPORTS SHALL NOT BE FASTENED OR ATTACHED TO OTHER PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED. EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED OUT WITH DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN. END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS PULLED. NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH SYMMETRICAL BENDS. MAKE FIELD MADE BENDS AND OFFSETS WITH HICKEY OR CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR DEFORMED CONDUITS. AVOID TRAPPED CONDUITS.

PREVENT PLASTER, DIRT, OR TRASH FROM LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED CONDUITS OF

OBSTRUCTIONS.

20. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON-CURRENT CARRYING METALLIC PARTS OF ELECTRICAL

EQUIPMENT, METALLIC RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN METALLIC RACEWAYS.

21. FASTEN CONDUITS TO SHEET METAL BOXES AND CABINETS WITH TWO LOCKNUTS WHERE REQUIRED BY NFPA 70, WHERE INSULATED BUSHINGS ARE USED, AND WHERE BUSHINGS CANNOT BE BROUGHT INTO FIRM CONTACT WITH THE BOX; OTHERWISE, USE MINIMUM SINGLE LOCKNUT AND BUSHING. LOCKNUTS SHALL HAVE SHARP EDGES FOR DIGGING INTO WALLS OF METAL ENCLOSURE. INSTALL BUSHINGS ON ENDS OF CONDUITS, AND PROVIDE INSULATING

TYPE WHERE REQUIRED BY NFPA 70.

22. PROVIDE AND INSTALL AT WALL OR FLOOR PENETRATIONS A PERMANENT FIRE STOP SYSTEM. THE SYSTEM SHALL CONSIST OF A WATER BASED FIRE STOP COMPOUND AS THE FILL, VOID, OR CAVITY MATERIAL ALONG WITH APPROPRIATE DAMMING MATERIAL (AS PER MANUFACTURER'S INSTRUCTIONS). THE FIRE STOP COMPOUND SHALL NOT CONTAIN ANY SOLVENTS, INORGANIC FIBERS, OR SILICONE COMPOUNDS AND SHALL NOT REQUIRE HEAT TO ACTIVATE THE SEAL. THE FIRE STOP COMPOUND SHALL BE ONE-PART MATERIALS, REQUIRING NO CRITICAL MIXING.

THE PENETRATION SEAL MATERIAL MUST BE UNAFFECTED BY MOISTURE AND MUST MAINTAIN THE INTEGRITY OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED TIME PERIOD WHEN TESTED IN ACCORDANCE WITH ASTM E84. THE SYSTEM SHALL BE UL CLASSIFIED AND INSTALLED TO PROVIDE A 2 HOUR FIRE RATING. THE PENETRATION FIRE STOP MATERIAL SHALL BE FLAME-SAFE FS1900 SERIES COMPOUND AS MANUFACTURED BY GRACE CONSTRUCTION

PRODUCTS OR EQUAL.

23. DAMAGE DONE TO ZINC COATING OF GALVANIZED CONDUIT, BOXES, AND FITTINGS, INCLUDING EXPOSED CONDUIT THREADS AND ZINC FINISHES SCRATCHING, SHALL BE REPAIRED BY CLEANING, PREPPING, AND COATING DAMAGED

SURFACE WITH INORGANIC ZINC COMPOUND.

24. PROVIDE ELECTRICAL CONDUIT AS FOLLOWS:

- RIGID GALVANIZED STEEL - ABOVE GRADE OUTSIDE AND INSIDE WHERE SUBJECT TO PHYSICAL DAMAGE

- EMT - ABOVE GRADE INSIDE WHERE NOT SUBJECT TO PHYSICAL DAMAGE

- PVC SCHEDULE 40 - BELOW GRADE

- PVC SCHEDULE 80 - BELOW GRADE WHERE SUBJECT TO PHYSICAL DAMAGE

- PVC TYPE 'EB' - CONCRETE ENCASED BELOW GRADE, FOR 15 KV FEEDERS

25. CONTRACTOR SHALL PROTECT THE GREEN AREAS WHERE DEMOLITION AND/OR NEW CONSTRUCTION WORK WILL BE PERFORMED. ALL GRASSED AREAS DISTURBED ARE TO BE SODDED AND WATERED UNTIL ACCEPTANCE. SOD

DISTURBED AREAS TO MATCH EXISTING.

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

AND CONDITIONS.

27. CONTRACTOR SHALL FIELD VERIFY THAT INDICATED ELEVATIONS PROVIDE A MINIMUM OF 24" 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.

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

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

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

SEALANT.

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

32. 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'.

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

SHALL PRECEDE DEMOLITION.

34. 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. ALL EXCESS SOIL FROM THE DIRECTIONAL DRILLING PROCESS

SHALL BE TAKEN OFF SITE FOR DISPOSAL.

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

BE DETERMINED BY COVER DEPTH.

36. 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.

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

DEMOLITION, WITH NO ONSITE STOCKPILING OF THIS MATERIAL.

38. ALL 2W5 DUCT BANK SHALL CONSIST OF (1) CONDUIT WITH A 3-CONDUCTOR CIRCUIT AND (1) SPARE CONDUIT, UON.

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

40. 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.

41. AT ALL MANHOLE REMOVAL LOCATIONS, RESTORE GRADE TO MATCH EXISTING.

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

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

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

MOUNT CABLE LOOP ON MANHOLE RACKS.

45. 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.

46. 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.

APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES AND

THEIR LATEST REVISION AND WITH PROJECT SPECIFICATIONS:

BUILDING CONSTRUCTION AND SAFETY NFPA 50002015

NATIONAL ELECTRIC CODE/INTERNATIONAL ELECTRICAL CODE SERIES, NEC - NFPA 702017

GENERAL BUILDING REQUIREMENTS UFC 1-200-012016

INTERIOR ELECTRICAL SYSTEMS UFC 3-520-012015 E-002

M . P

N O

C O

C . H

G . B

C O

R U

C T

H V

D U

C T

K, TR

T M

R D

C C

S, F L

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 7-

F-

C H

T-

N S

-1

7- F-ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_E-002.dwg, 3/23/2018 2:23:20 PM

X X

XXXX

X X X

PAVILION79123

PATROL RD S

HOUND DOG CIRCLE

PATROL RD S

ORDNANCE STORAGE FACILITY

74710

TRIDENT IGLOO #374602

SUBMARINE SUBSTATION

79180

SUBMARINE SUBSTATION79090

PAINT LOCKER79125

TRIDENT IGLOO #174600

SENTRY HOUSE

79103

TRIDENT IGLOO #274601

AUXILIARY SUPPORT BUILDING

79150

74710

74602

79180

79090

79125

74600

79103

79150

74601

PAVILION79123

BAIT ST

PATROL RD S

HOUND DOG CIRCLE

SEXTANT ST

UNNAMED TRAIL

UNNAMED RD

UNNAMED TRAIL

HOUND DOG CIRCLE

UNNAMED TRAIL

SEXTANT ST

PATROL RD S

ORDNANCE STORAGE FACILITY74710

TRIDENT IGLOO #3

74602

SUBMARINE SUBSTATION

79180

FIRE WATER PUMP STATION57515

SUBMARINE SUBSTATION79090

PAINT LOCKER79125

MISSILE ASSEMBLY BUILDING, AQ

57512

TRIDENT IGLOO #1

74600

SENTRY HOUSE

79103

TRIDENT IGLOO #2

74601

AUXILIARY SUPPORT BUILDING79150

E E E E

ExSC

E x

SCSC

PAVILION79123

BAIT ST

PATROL RD S

HOUND DOG CIRCLE

SEXTANT ST

UNNAMED TRAIL

UNNAMED RD

HOUND DOG CIRCLE

UNNAMED TRAIL

SEXTANT ST

PATROL RD S

ORDNANCE STORAGE FACILITY74710

TRIDENT IGLOO #374602

SUBMARINE SUBSTATION79180

FIRE WATER PUMP STATION57515

SUBMARINE SUBSTATION79090

PAINT LOCKER79125

MISSILE ASSEMBLY BUILDING, AQ57512

TRIDENT IGLOO #174600

SENTRY HOUSE79103

TRIDENT IGLOO #274601

AUXILIARY SUPPORT BUILDING79150

SCALE:

AREA OF WORK 1 PLAN

N.T.S.

TRUE

NORTH

PLAN

S. PATROL ROAD

H O

U N

D D

O G

A R

SEXTANT ST

AREAS OF WORK - SCOPE OF WORK:

THE OVERALL SCOPE OF WORK CONSISTS OF THE FOLLOWING:

AREA OF WORK 1 - ELECTRICAL DUCTBANK:

· EXCAVATE AREA TO CONSTRUCT NEW DUCTBANK AND INSTALL NEW FEEDER FROM NEW SWITCH 3S-TR3 AT S. PATROL ROAD TO EXISTING SWITCH PAIS5 AT SEXTANT STREET AS INDICATED ON DRAWINGS. SECTIONALIZING CABINETS SHALL BE PROVIDED AT NOM. 500 FT INTERVALS. STABILIZE DISTURBED AREAS CAUSED DURING CONSTRUCTION WORK (RETURN TO GRADE, RESEED/SOD). INSTALL NEW FEEDERS IN EXISTING DUCTBANK SPARES AS INDICATED ON DRAWINGS.

AREA OF WORK 2 - UNDERGROUND SITE LIGHTING:

· REMOVE AND REPLACE EXISTING DIRECT-BURIED WIRES FEEDING ELECTRICAL LED STREET LIGHTS ON POLES LOCATED ON HOUND DOG CIRCLE. NEW CIRCUIT TO

BE FED BY FACILITY 79150.

AREAS OF WORK LEGEND:

AREA OF WORK 1: ELECTRICAL DUCTBANK

AREA OF WORK 2: UNDERGROUND SITE LIGHTING

MATCHLINE FOR BOTH AREAS OF WORK

MATCHLINE,

AREA OF WORK 1,

SECTION 2 -

SHEET E-101

C H

E, AR

F W

O R

K 1, SE

E-

MATCHLINE,

AREA OF WORK 1,

SECTION 1 - SHEETS

ED-101 AND E-101

C H

E, AR

F W

O R

K 1, SE

-1

N D

E -1

SCALE:

AREA OF WORK 2 PLAN

N.T.S.

TRUE

NORTH

PLAN

SCALE:

KEY PLAN

N.T.S.

TRUE

NORTH

PLAN

AREA OF WORK 1:

ELECTRICAL DUCTBANK,

SECTIONS 1, 2 AND 3

AREA OF WORK 2:

SITE LIGHTING,

SECTIONS 1 AND 2

C H

E, AR

F W

O R

K 2, SE

E-

C H

E, AR

F W

O R

K 2, SE

E-

C H

E, AR

F W

O R

K 1, SE

E-

GENERAL NOTES:

REFER TO ELECTRICAL GENERAL NOTES

ON DRAWING E-002.

INFORMATION ON EXISTING CONDITIONS

IS BASED ON THE AVAILABLE EXISTING

DOCUMENTS AND OBSERVABLE

IN-PLACE ELEMENTS. CONTRACTOR TO

FIELD MEASURE AND VERIFY

REQUIREMENTS FOR EXACT

DIMENSIONS.

KEY MAP NOTE:

CCAFS KEY MAP IS SHOWING AREAS OF

WORK AT SOUTH STATION AREA ONLY

FOR CLARITY. FOR CCAFS COMPLETE

KEY MAP, REFER TO DRAWING G-001.

H O

U N

D D

O G

FACILITY

79150

E-003

M . P

S O

F W

O R

N O

C . H

G . B

C O

R U

C T

H V

D U

C T

K, TR

T M

R D

C C

S, F L

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 7-

F-

C H

T-

N S

-1

7- F-ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_E-003.dwg, 3/23/2018 2:23:25 PM

X X X X X X X X X X X X X X X X X X

Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

Ex Ex Ex

W W W W

W W

BLG BLG

CHT CHT CHT

CHT CHT CHT CHT CHT

AIP

FM FM FM FM FM FM

FM FM FM

C H

T C

H T

C H

BLG BLG BLG BLG BLG BLG BLG

E x

PAVILION79123

ORDNANCE STORAGE FACILITY74710

TRIDENT IGLOO #374602

SUBMARINE SUBSTATION79180

FIRE WATER PUMP STATION57515

SUBMARINE SUBSTATION79090

PAINT LOCKER79125

MISSILE ASSEMBLY BUILDING, AQ57512

TRIDENT IGLOO #174600

SENTRY HOUSE79103

TRIDENT IGLOO #274601

AUXILIARY SUPPORT BUILDING79150

S. PATROL ROAD

H O

U N

D D

O G

GENERAL NOTES:

REFER TO ELECTRICAL GENERAL NOTES ON DRAWING E-002 AND GENERAL NOTES, AND ELECTRICAL DEMOLITION

FLAG NOTES ON THIS DRAWING.

INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSIONS.

EXISTING UNDERGROUND AND ABOVEGROUND UTILITY LINES TO REMAIN - SHOWN FOR REFERENCE. PROTECT

DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES 1 AND 2 THIS DRAWING.

KEY MAP NOTE:

CCAFS KEY MAP IS SHOWING AREAS OF WORK AT SOUTH STATION AREA ONLY FOR CLARITY. FOR CCAFS COMPLETE

KEY MAP, REFER TO DRAWING G-001.

AREAS OF WORK NOTE:

REFER TO DRAWINGS E-003 AREAS OF WORK NOTES.

SCALE:

KEY PLAN

N.T.S.

TRUE

NORTH

PLAN

SCALE:

ELECTRICAL PLAN - SECTION 1 - DEMOLITION

1" = 20'

TRUE

NORTH

PLAN

AREA OF WORK 1:

ELECTRICAL DUCTBANK - SECTION 1

GENERAL NOTES - DEMOLITION:

1. CONTRACTOR SHALL EXERCISE CARE AND PROTECT ALL EQUIPMENT AND ADJACENT AREAS OF WORK FROM ANY DAMAGE DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, WITH THE USER, THE REMOVAL OF EQUIPMENT AND FURNISHINGS FROM AREA OF WORK PRIOR TO COMMENCEMENT OF

CONSTRUCTION; AT ALL LOCATIONS, TYP.

2. PRIOR TO DEMOLITION ACTIVITIES, CONTRACTOR IS REQUIRED TO OBTAIN A WORK CLEARANCE REQUEST (AF FORM

103) AND AN EXCAVATION PERMIT. UNDERGROUND UTILITY LOCATES AND ENVIRONMENTAL COORDINATION ARE

REQUIRED.

3. EXACT LOCATION FOR NEW CORE DRILL HOLES AT EXISTING INTERIOR AND EXTERIOR WALLS AND OF ALL HAND EXCAVATED AREAS TO BE FIELD DETERMINED. DIMENSIONS SHOWN ON DRAWINGS ARE FOR REFERENCE ONLY.

4. CONTRACTOR SHALL VERIFY IF EXISTING EXTERIOR PATCHED WALL PENETRATIONS AND SLEEVES CAN BE USED IN

LIEU OF NEW ONES AS SPECIFIED ON DRAWINGS.

5. EXISTING ASPHALT ROAD, GRAVEL ROAD AND CONCRETE SIDEWALK TO REMAIN. AT AREAS WHERE NEW DUCTBANK AND/OR DIRECT BURIED WIRES ARE SPECIFIED TO BE INSTALLED, CONTRACTOR SHALL SAW-CUT, REMOVE AND DISPOSE OF EXISTING PORTION OF ROAD AND/OR SIDEWALK MATERIAL. EROSION CONTROL MITIGATION SHALL BE IMPLEMENTED DURING CONSTRUCTION WORK. PREPARE AREA TO RECEIVE NEW ELECTRICAL WORK. (TYP.

THROUGHOUT AREAS OF WORK 1 AND 2. FOR ADDITIONAL LOCATIONS IN EACH AREAS OF WORK, REFER TO NEW

WORK SUBSEQUENT DRAWINGS.

FLAG NOTES - DEMOLITION:

1. EXISTING SWITCH TRIG3, MOUNTED ON EXISTING CONCRETE PAD TO BE REMOVED. PROTECT EXISTING CABLES FOR REUSE. TURN OVER REMOVED SWITCH TO THE CONTRACTING OFFICER. REMOVE EXISTING PAD TAKING CARE NOT TO DISTURB OR DAMAGE EXISTING CONDUIT STUB-UPS AND CONDUCTORS. PROVIDE NEW CONCRETE PAD PER NEW

CONSTRUCTION FLAG NOTES.

2. EXISTING DUCTBANK TO REMAIN, SHOWN FOR REFERENCE.

3. EXISTING MANHOLES AND ELECTRICAL SWITCHES TO REMAIN, SHOWN FOR REFERENCE.

4. EXISTING CHAIN LINK WIRE FENCE TO REMAIN, SHOWN FOR REFERENCE.

ITEMS TO BE CONSIDERED FOR SALVAGE AND/OR RECYCLING, COORDINATE WITH CONTRACTING OFFICER.*

3 1

TYP.

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

TRIF7 TO

REMAIN

MH2325 TRIG3

ED-101

M . P

O N

C . H

G . B

C O

R U

C T

H V

D U

C T

K, TR

T M

R D

C C

S, F L

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 7-

F-

C H

T-

N S

-1

7- F-ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_ED-101.dwg, 3/23/2018 2:23:31 PM

SCALE:

SINGLE LINE DIAGRAM - DEMOLITION

N.T.S.

MH 2325

MH 2127

TRIF7

TRIG3 TO BE

REMOVED PER

DEMOLITION

FLAG NOTES

MH 2007

TRIF5

TRIG1

TRIF1

S. PATROL ROAD

TRIF2

MH 2272

MH 2287

TRIF3

TRIG2

TRIF4

TRIF5

H O

U N

D D

O G

SOUTH SUBSTATION

ED-601

M . P

E D

O N

C . H

G . B

C O

R U

C T

H V

D U

C T

K, TR

T M

R D

C C

S, F L

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 7-

F-

C H

T-

N S

-1

7- F-ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa

X:\DBEH\14-1510 Construct High Voltage Duct Bank, Trident MACA Rd (LET)\DWG\14-1510_ED-601.dwg, 3/23/2018 2:23:35 PM

X X X X X X X X X X X X X X X X X

Cx Cx Cx Cx

C x

Cx Cx Cx Cx

C x

Cx Cx Cx Cx Cx

Cx Cx

ExEx

W W

W W W W W W W W

W W W W W

BLG

BLG BLG BLG BLG BLG BLG BLG

CHT

CHT CHT CHT CHT CHT CHT

C H

CHT CHT

AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP

FM FM

FM FM FM FM FM FM FM FM FM

C H

BLG BLG BLG

E x

E E E E E E E E E E E E E E ESC

x Cx Cx Cx Cx Cx Cx Cx Cx Cx

W W W W W W W W W W

W W

C x

E E E E E E E E E E

E E

PAVILION79123

ORDNANCE STORAGE FACILITY74710

TRIDENT IGLOO #374602

SUBMARINE SUBSTATION79180

FIRE WATER PUMP STATION57515

SUBMARINE SUBSTATION79090

PAINT LOCKER79125

MISSILE ASSEMBLY BUILDING, AQ57512

TRIDENT IGLOO #174600

SENTRY HOUSE79103

TRIDENT IGLOO #274601

AUXILIARY SUPPORT BUILDING79150

O F

W O

R K

N E

- S

C O

N U

N T

D R

S. PATROL ROAD

150'100'50'0'50'

GRAPHIC SCALE 1" = 50'

GENERAL NOTES:

REFER TO ELECTRICAL GENERAL NOTES ON DRAWING E-002.

INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSIONS.

EXISTING UNDERGROUND AND ABOVEGROUND UTILITY LINES TO REMAIN - SHOWN FOR REFERENCE. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO GENERAL NOTES 1 AND 2 THIS DRAWING.

KEY MAP NOTE:

CCAFS KEY MAP IS SHOWING AREAS OF WORK AT SOUTH STATION AREA ONLY FOR CLARITY. FOR CCAFS COMPLETE KEY MAP, REFER TO DRAWING G-001.

AREAS OF WORK NOTE:

REFER TO DRAWINGS E-003 AREAS OF WORK NOTES.

SCALE:

ELECTRICAL DUCTBANK - SECTION 1 - NEW CONSTRUCTION

1" = 50'

TRUE

NORTH

PLAN

H O

U N

D D

O G

H O

U N

D D

O G

SCALE:

ELECTRICAL DUCTBANK - SECTION 2 - NEW CONSTRUCTION

1" = 50'

TRUE

NORTH

PLAN

O F

W O

R K

N E

- S

C O

N U

N T

D R

AREA OF WORK 1 MATCHLINE - SEE CONTINUATION ON DRAWING E-102

E-401

3S-TR3

2 2

23 3

S. PATROL ROAD

A R

GRAVEL ROAD

TO REMAIN

GRAVEL ROAD

TO REMAIN

GENERAL NOTES - NEW CONSTRUCTION:

1. CONTRACTOR SHALL EXERCISE CARE AND PROTECT ALL EQUIPMENT AND ADJACENT AREAS OF WORK

FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.

2. BEFORE COMMENCEMENT OF UNDERGROUND WORK, GENERAL CONTRACTOR SHALL FORMALLY

REQUEST TO THE CCAFS OPERATOR THE REQUIRED UTILITY LOCATE AND DIG PERMIT FOR APPROVAL.

AFTER APPROVAL, THE OPERATOR SHALL PERFORM THE UTILITY LOCATE. IF NEW TRENCH IS

REQUIRED, THE ROUTING SHALL BE FIELD…

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 Dec 27, 2023.