488338_Markle_Pump_Station_Transformer_Upgrade_AMD0003.pdf

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GENERAL SITE NOTES ELECTRICAL SAFETY NOTES

ADVANCE.

THE ENERGIZED WORK REQUEST MUST BE PREPARED IN D.

PROTECTIVE EQUIPMENT.

EQUIPMENT AND ENSURE PROPER USE OF PERSONAL

MUST APPROVE ANY PLAN TO WORK ON ENERGIZED

A QUALIFIED SUPERVISOR MUST BE CONSULTED AND C.

USE TWO -PERSON TEAMS TO PERFORM WORK.B.

WORK IN ADVANCE.

CONTRACTING OFFICER. THE CO MUST APPROVE ENERGIZED

SUBMIT A REQUEST FOR LIVE WORK THROUGH THE A.

COMPLETED THE CONTRACTOR SHALL:

LIVE PARTS EXPOSED. IN THE EVENT THAT LIVE WORK MUST BE

WORK AREA SHALL BE PLACED IN A SAFE CONDITION WITH NO

DE-ENERGIZED PRIOR TO ENERGIZING THE EQUIPMENT, THE

ALL WORK SHALL BE COMPLETED WHILE THE FEEDERS ARE 5.

EQUIPMENT (PPE) REQUIRED TO PERFORM WORK.

CONTRACTOR SHALL FURNISH ALL PERSONAL PROTECTIVE 4.

COMPLYING WITH THE ENERGIZED WORK PERMIT.

SAFE WORKING POSITIONS, HANDLING TOOLS SAFELY, AND

CHECKING THEM CONSTANTLY TO MAKE SURE THEY ARE IN

SUPERVISOR MUST CLOSELY SUPERVISE THE WORKERS,

WHILE THE JOB IS IN PROGRESS, AN ON -SITE C.

WRITTEN SAFE CLEARANCE FORM.

OF THIS PARAGRAPH, COR APPROVAL IS GRANTED THROUGH A

ABOVE SHALL BE FOLLOWED; HOWEVER, FOR THE PURPOSES

PERFORMING "ENERGIZED WORK" AND ALL THE PROCEDURES

PURPOSE OF ISOLATING CIRCUITS IS CONSIDERED

OPERATING CIRCUIT BREAKERS/DISCONNECTS) FOR THE

OFF/ON A SWITCH, OPENING AND CLOSING SWITCHES, OR

DE-ENERGIZING/RE-ENERGIZING METHODS (I.E., TURNING

CONVENTIONAL CIRCUIT B.

ENSURE SAFETY.

SUPERVISION, TRAINING, AND PLANNING ARE PARAMOUNT TO

EQUIPMENT AND APPROPRIATE SUPERVISION. PROPER

PLACE SPECIAL EMPHASIS ON PERSONAL PROTECTIVE A.

WITHOUT MEETING THE FOLLOWING REQUIREMENTS:

STARTING. ENERGIZED WORK SHALL NOT BE ALLOWED

REVIEWED WITH ALL PERSONNEL IMMEDIATELY BEFORE

WORK PROCEDURES LISTED IN AFI 32-1064 ARE FOLLOWED AND

EXTREME CAUTION AND ONLY WHEN THE BASIC ENERGIZED

ABSOLUTELY NECESSARY, IT SHOULD BE ACCOMPLISHED WITH

ENERGIZED CIRCUITS: WHEN ENERGIZED WORK IS DEEMED 3.

PARAGRAPH 11.A.02.C. REFERENCE NFPA70E.

CONTAIN INFORMATION REQUIRED BY USACE EM 385-1-1

VIA THE CONTRACTING OFFICER FOR ACCEPTANCE AND SHALL

WORK REQUEST SHALL BE SUBMITTED TO THE GOVERNMENT

WORKED ON IN AN ENERGIZED CONDITION, AN ENERGIZED

EXIST. IF IT IS DETERMINED THAT EQUIPMENT MUST BE

CIRCUITS UNLESS PROOF IS PROVIDED THAT NO OTHER MEANS

NO WORK SHALL BE PERFORMED ON ENERGIZED ELECTRICAL 2.

BE COMPLIED WITH BY THE CONTRACTOR.

WITH EM 385-1-1 AND THE LATEST EDITION OF NFPA 70E SHALL

LOCAL ''LOCKOUT/TAG OUT' PROCEDURES IN ACCORDANCE 1.

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COST TO THE GOVERNMENT.

COMPLETION OF THE PROJECT AT NO ADDITIONAL

EQUIPMENT TO ITS ORIGINAL CONDITION AT THE

SHALL BE RESPONSIBLE FOR RETURNING THE

THE CONTRACTING OFFICER. THE CONTRACTOR

THE EQUIPMENT'S OPERABILITY IN THE PRESENCE OF

SHALL DEMONSTRATE AND DOCUMENT IN A REPORT

DESIGN. PRIOR TO REMOVAL, THE CONTRACTOR

STORED, AND RE- INSTALLED AS DESCRIBED IN THE

NOTED IN THE DESIGN SHALL BE REMOVED, SAFELY

EXISTING EQUIPMENT THAT IS TO BE RE-USED AS 25.

REPLACED AT THE CONTRACTOR'S EXPENSE.

DOCUMENTS SHALL BE COMPLETELY REMOVED AND

ANY ITEMS INSTALLED INCORRECTLY PER CONTRACT 24.

MEETINGS FOR THE DURATION OF THE PROJECT.

CONTRACTOR SHALL ATTEND ALL CONSTRUCTION 23.

CONTRACT.

(PLANS), SPECIFICATIONS, AND TERMS OF THE

THE WORK IN ACCORDANCE WITH THE DRAWINGS

TESTING AND INCIDENTALS REQUIRED TO COMPLETE

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES,

FURNISH ALL LABOR, SUPERVISION, MATERIALS,

FURTHER INTENDED THAT THE CONTRACTOR SHALL

DESCRIBED, UNLESS OTHERWISE NOTED. IT IS

COMPLETION IN EVERY DETAIL OF THE WORK

EQUIPMENT FOR THE CONSTRUCTION AND

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL 22.

CUTTING AND PATCHING FOR THEIR WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 21.

PRIOR TO INITIATING THE WORK.

CONTRACTING OFFICER FOR REVIEW AND APPROVAL

METHODS SHALL BE SUBMITTED TO THE

SATISFACTION OF THE GOVERNMENT. ALL REPAIR

IMMEDIATELY REPAIRED WITHIN 24 HOURS TO THE

GOVERNMENT. ALL DAMAGED SYSTEMS SHALL BE

REMAIN SHALL BE AT NO ADDITIONAL COST TO THE

ANY DAMAGED EXISTING SYSTEMS/UTILITIES TO

BE PROTECTED FROM DAMAGE. REPLACEMENT OF

ALL EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL 20.

OTHER GROUPS.

INSURE THAT THE WORK DOES NOT INTERFERE WITH

OTHER DISCIPLINES BEFORE BEGINNING WORK TO

THIS CONTRACT. COORDINATE THE WORK WITH ALL

PROPER SUPPORT OF EQUIPMENT FURNISHED UNDER

STRUCTURAL SUPPORTS, AND ACCESSORIES FOR

MOUNTED. PROVIDE ALL BOLTS, INSERTS, BRACKETS,

RELATED ITEMS ARE TO BE SUPPORTED OR

DETERMINE HOW EQUIPMENT, ACCESSORIES, AND

DRAWINGS, SHOP DRAWINGS, AND CATALOG DATA TO

INSTALLED UNDER THIS CONTRACT. STUDY ALL

PROPERLY SUPPORT ALL WORK AND EQUIPMENT 19.

POINT CONCERNED.

PRIOR TO THE PROGRESS OF THE WORK BEYOND THE

DISCREPANCY OR POINTS OF CONFLICT IN WRITING

CONTRACTING OFFICER WILL CLARIFY SUCH

NOTIFY THE CONTRACTING OFFICER IN WRITING .THE

DRAWINGS OR THE SPECIFICATIONS, IMMEDIATELY

DISCREPANCY OR POINTS OF CONFLICT IN THE

WITH ANY WORK. UPON DISCOVERY OF ANY

AND EXISTING CONDITIONS PRIOR TO PROCEEDING

CONTRACTOR WILL FIELD VERIFY ALL DIMENSIONS 18.

UTILITIES.

INTERFERENCE WITH OTHER EQUIPMENT AND

ADJUST EQUIPMENT AND FIXTURES TO AVOID 17.

ARRANGEMENT BEFORE INSTALLING THE EQUIPMENT.

APPROVAL WITH A PROPOSED REVISED

DRAWING TO THE CONTRACTING OFFICER FOR

NOT FIT AS SHOWN ON THE DRAWINGS, PROVIDE A

SHOWN ON THE DRAWINGS. WHERE EQUIPMENT WILL

EQUIPMENT FURNISHED WILL FIT INTO THE SPACE AS

MEASUREMENTS TO INSURE THAT ALL ITEMS OF

BEFORE INSTALLING EQUIPMENT, MAKE FIELD 16.

THE GOVERNMENT, PRIOR TO STARTING WORK.

SERVICE SHALL BE COORDINATED AND APPROVED BY

INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY

LOCATION OF ALL EXISTING UTILITIES. ANY

WORK. THE CONTRACTOR SHALL STAKE/MARK THE

WORK WITH THE GOVERNMENT PRIOR TO STARTING

CONTRACTORS RESPONSIBILITY TO COORDINATE ALL

FOR EXACT LOCATIONS. IT SHALL BE THE

PLANS ARE APPROXIMATE AND SHALL NOT BE SCALED

THE EXISTING UTILITY LOCATIONS SHOWN ON THE 15.

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NOTED.

THE PROJECT BE REMOVED UNLESS OTHERWISE

ARE NO LONGER REQUIRED AS A RESULT OF

WIRING MATERIALS, AND SYSTEMS, ETC., WHICH

THAT ALL EQUIPMENT, DEVICES, FIXTURES,

THE INTENT OF THE DEMOLITION DRAWINGS

BUILT' DRAWINGS OF THE AREAS AFFECTED. IT IS

EXISTING CONDITIONS AND ON EXISTING ''AS-

BASED ON FIELD OBSERVATION OF THE ACTUAL

CONDITIONS AND DEMOLITION DRAWINGS ARE

ALL WORK SHOWN ON THE EXISTING 14.

AND ACCESSORIES AS MAY BE REQUIRED.

CONDITIONS AND PROVIDE SUCH EQUIPMENT

ARRANGE THE WORK TO MEET THESE

INVESTIGATED. THE CONTRACTOR SHALL

STRUCTURAL AND FINISH CONDITIONS

SHALL BE CHECKED AT THE SITE AND ALL

AND LOCATION OF EQUIPMENT. ALL DIMENSIONS

AS POSSIBLE IN THE GENERAL ARRANGEMENT

SHOULD HOWEVER BE FOLLOWED AS CLOSELY

REQUIRED FOR THE COMPLETE SYSTEM. THEY

DRAWINGS DO NOT SHOW ALL DETAILS

CONDITIONS PRIOR TO STARTING WORK. THESE

CONTRACTOR SHALL VERIFY EXISTING 13.

ENVIRONMENTAL CONDITIONS.

PROPERTIES AGAINST FIRE, THEFT, AND

RESPONSIBILITY FOR PROTECTION OF

THE JOB SITE. OWNER ASSUME NO

THE SAFEKEEPING OF HIS OWN PROPERTY ON

THE CONTRACTOR WILL BE RESPONSIBLE FOR 12.

SPRING THROUGH EARLY SUMMER.

THE PUMPING SEASON WHICH OCCURS FROM

ACCESS TO SHUT DOWN EQUIPMENT DURING

CONTRACTOR SHOULD PLAN FOR LIMITED

AND FOR HOW LONG A PERIOD OF TIME. THE

WHEN THE PROPOSED SHUTDOWN WILL OCCUR,

INDICATING WHICH AREAS WILL BE AFFECTED,

NOTICE MUST BE GIVEN TO THE OWNER

OR DISCONNECTION, SUFFICIENT ADVANCED

ARE AFFECTED BY ANY SHUTDOWN, REMOVAL

IF ANY AREAS NOT WITHIN THE SCOPE OF WORK

REMAIN IN OPERATION WILL NOT BE AFFECTED.

AND/OR ENGINEER. CONFIRM THAT AREAS TO

WITHOUT PRIOR REVIEW WITH THE OWNER

REMOVED, DISCONNECTED, OR SHUT DOWN

NO WIRING, EQUIPMENT, ETC. WILL BE 11.

WIRE.

DEDICATED NEUTRALS AND SEPARATE GROUND

ALL NEW CIRCUITS WILL BE PROVIDED WITH 10.

WILL BE BASED ON CHAPTER 9 OF THE NEC.

UNLESS OTHERWISE INDICATED, CONDUIT SIZES 9.

UNLESS OTHERWISE NOTED. SEE SPECS.

ALL CONDUCTORS WILL BE COPPER THHN/THWN, 8.

ELECTRICAL CODE.

CURRENT EDITION OF NFPA 70 - NATIONAL

ALL WIRING METHODS WILL COMPLY WITH THE 7.

BEEN AFFECTED.

BY THE CONTRACTOR WHERE FINISHES HAVE

ALL PATCHING AND FINISHING SHALL BE DONE

ALL ELECTRICAL EQUIPMENT AND MATERIALS.

NECESSARY FOR THE PROPER INSTALLATION OF

THE CONTRACTOR WILL DO ALL WORK 6.

BE USED.

WHERE CONDUIT WILL BE EXPOSED, RGS WILL

WIRING WILL BE RUN IN EMT CONDUIT. IN AREAS

BRANCH, CONTROL, AND COMMUNICATIONS

UNLESS OTHERWISE INDICATED FEEDERS, 5.

TYPE 1 (INDOOR), NEMA TYPE 3R (OUTDOOR).

ENCLOSURES FOR EQUIPMENT WILL BE NEMA

UNLESS OTHERWISE INDICATED, ALL 4.

WORK.

SURVEY THE SPACE BEFORE PERFORMING THE

REQUIRING THE CONTRACTOR TO INSPECT AND

AND/OR HIDDEN, THAT MAY EXIST; THUS

INTERFERENCES AND CONDITIONS, VISIBLE

PLANS AND DETAILS DO NOT SHOW ALL 3.

AND LOCAL GOVERNING AUTHORITIES.

WORKMEN IN ACCORDANCE WITH THE STATE

ALL WORK WILL BE DONE WITH LICENSED 2.

ACCORDANCE WITH THEIR LISTING.

LABELED AND LISTED AND PROVIDED IN

ALL EQUIPMENT AND MATERIAL WILL BE 1.

TRANSFORMER

TRANSFORMER PAD

TRANSFORMER PRIMARY TERMINATIONS

TRANSFORMER SECONDARY TERMINATIONS

PRIMARY UTILITY POLE/METERING ON XFMR

PRIMARY DUCT BANK

SECONDARY DUCT BANK

PRIMARY CONDUCTORS

SECONDARY CONDUCTORS

ITEM

FURNISH FURNISHINSTALL INSTALL

DUKE ENERGYCONTRACTOR

DIVISION OF RESPONSIBILITY

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CONDITIONS.

WELL AS ADJUSTS WITH THE CURRENT WEATHER

COORDINATES THE PUMP'S SHUTDOWN PLAN AS

ELECTRICAL SERVICE INTERRUPTION PLAN WHICH

WORK. THE CONTRACTOR SHALL DEVELOP AN

COORDINATED WITH KOR PRIOR TO BEGINNING THE

SHUT DOWN HOWEVER ALL WORK DONE SHALL BE

CONDITIONS. THEREFORE THE PUMP STATION CAN BE

STRICTLY BASED OFF OF THE WEATHER/ WATER

THE DEACTIVATION OF THE PUMP STATION IS 33.

SEE GENERAL PROVISIONS SPECIFICATION 01 10 00.

INFORMATION ON THE COORDINATION FEE ON THE

FEES WITH THE UTILITY. FOR ADDITIONAL

SHALL STRICTLY ONLY INCLUDE THE COORDINATION

THESE MENTIONED COSTS CONTRACTOR'S COSTS.

UTILITY (DUKE) TO BE INCORPORATED INTO THE

ANY COSTS ACCRUED BY THE WORK WITH THE 32.

UTILITY.

AND COORDINATE FINAL RESPONSIBILITIES WITH

SEE "DIVISION OF RESPONSIBILITY" MATRIX BELOW 31.

PAD MOUNTED TRANSFORMER.

CONDUITS FROM THE UTILITY POLE TO THE 750 KVA

UTILITY TO PLAN AND INSTALL THE CABLES AND

THE CONTRACTOR SHALL COORDINATE WITH THE 30.

EQUIVALENT TO THE ORIGINAL.

THE GROUNDING SYSTEM WITH MATERIALS

WITH THE PROJECT, THE CONTRACTOR SHALL REPAIR

SYSTEM IS COMPROMISED BY THE WORK ASSOCIATED

IN ANY LOCATIONS THAT THE EXISTING GROUNDING 29.

SITE.

SHALL BE DISPOSED OF BY THE CONTRACTOR OFF

EXISTING EQUIPMENT SLATED TO BE REPLACED 28.

AND MATERIALS PROVIDED TO THE OWNER.

ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT

THE CONTRACTOR SHALL TURN OVER TO THE OWNER 27.

PLANS SHALL BE SUBMITTED TO USACE FOR REVIEW.

SHALL BE DEVELOPED WITH THE PROJECT STAFF. THE

SERVICE INTERRUPTION PLAN IF NEEDED. THE PLAN

RESPONSIBLE FOR PROVIDING AN ELECTRICAL

BY SITE PERSONNEL. THE CONTRACTOR IS

CONSTANT ACCESS TO THE BUILDING AS REQUIRED

CONSTRUCTION. CONTRACTOR TO ACCOMMODATE

OPERATIONAL DURING ENTIRE PERIOD OF

ALL PUMP STATION SYSTEMS SHALL REMAIN FULLY 26.

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THE 1200 AMP DISCONNECT SHEET KEYNOTE 7 IS LOCATED.

SWITCH. IT IS DIRECTLY ON THE OTHER SIDE OF THE WALL THAT

APPROXIMATE LOCATION INSIDE THE BUILDING OF THE TRANSFER

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ES101

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GENERAL SHEET NOTES

A1

ELECTRICAL SITE PLAN

1/16" = 1'0" 0 8' 16' 32'

SHEET KEYNOTES

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SPELLS, AND SHALL NOT LEACH OUT OVER TIME.

PERFORM IN ALL SOIL CONDITIONS, EVEN DURING DRY

COMPRESSIVE STRENGTH OF 100-200 PSI. IT SHALL

HAVE A FLEXURAL STRENGTH OF 300-450 PSI AND A

RESISTIVITY OF LESS THAN 20 OHMS. MATERIAL SHALL

FULLY CURE WITHIN 28 DAYS AND SHALL HAVE A

GROUND ENHANCING MATERIAL (GEM). MATERIAL SHALL

BURIED HORIZONTALLY AND BACKFILLED WITH A

THAN 36" BELOW GRADE. ALL GROUND RODS SHALL BE

SERVICE DISCONNECT SHALL BE BURIED NO DEEPER

SERVICE GROUNDING ROD ROUTED FROM EXISTING 5.

RETURNED TO ORIGINAL CONDITION.

PAVING DETAILS. CONCRETE GUTTER SHALL BE

PARKING LOT SHALL BE REPAVED. SEE CS501 FOR

UPON COMPLETION OF INSTALLATION OF DUCT BANKS, 4.

CONTINUOUS ACCESS TO BUILDING AS REQUIRED.

COORDINATE WITH FACILITY FOR MAINTAING 3.

GUARD RAIL OR EXISTING SLAB ON GRADE.

CONDUCTOR DETAIL. ROUTE AS NECESSARY TO AVOID

BANK DETAILS, AS WELL AS GROUNDING ELECTRODE

SEE SHEET E-501 FOR PRIMARY AND SECONDARY DUCT 2.

AREAS/DIRECTION.

SHEETS CG101 FOR EARTHWORK FOR FINAL IMPACTED

REQUIRE EARTHWORK TO BRING TO GRADE. SEE

LOCATION OF 750 kVA PAD MOUNT TRANSFORMER TO 1.

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PAD/SERVICE

LOCATION OF EXISTING SUBSTATION EQUIPMENT 11.

BANK/GROUNDING ELECTRODE CONDUCTOR

BELOW GRADE CONCRETE ENCASED DUCT 10.

EXISTING BELOW GRADE GENERATOR WIRING9.

GROUNDING ELECTRODE FOR SERVICE GROUND8.

EXISTING 1200A FUSED SERVICE DISCONNECT7.

EXISTING SERVICE DISCONNECT)

(REQUIRES EXCAVATION THROUGH PARKING LOT TO

CONCRETE ENCASED SECONDARY DUCT BANK 6.

AREA REQUIRING EARTHWORK TO BRING TO GRADE5.

SOLIDY GROUNDED SECONDARY

750 kVA PAD MOUNT TRANSFORMER WIRED DELTA WYE - 4.

BOLLARDS3.

CONDUIT.

CONCRETE ENCASED DUCTBANK 36” TO TOP OF

IAW POWER COMPANY REQIREMENTS. PRIMARY

UNDERGROUND FEED TO PRIMARY UTILITY POLE, PER 2.

EXISTING DUKE UTILITY POLE1.

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EXISTING SUBSTATION PLAN

SCALE: 3/8" = 1' 4'0 2' 8'

NORTH

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5 5

EXISTING CONCRETE PAD8.

EXISTING SECONDARY CONDUIT SYSTEM7.

EXISTING PRIMARY UTILITY FEED6.

EXISTING SUBSTATION STRUCTURE5.

EXISTING SECONDARY WIRING4.

EXISTING SECONDARY BUSWAY3.

EXISTING PRIMARY HORN GAP SWITCH2.

EXISTING TRANSFORMER1.

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SUBSTATION EQUIPMENT MOUNTING TO REMAIN.

EXISTING CONCRETE PAD CURRENTLY USED FOR 6.

AND ENTER DISCONNECT THROUGH THE BOTTOM.

PARKING LOT TO SOUTH WALL OF STATION, UP WALL,

SHALL BE ROUTED BELOW GRADE THROUGH THE

REPLACEMENT TRANSFORMER SECONDARY DUCT BANK

WALL OF THE PUMP STATION SHALL BE REMOVED.

FROM EXISTING STRUCTURE ROUTED TO THE SOUTH

THE EXISTING SECONDARY CABLES AND CONDUITS 5.

TRANSFORMER LOCATION.

SHALL BE REMOVED. SEE SITE PLAN FOR REPLACEMENT

TRANSFORMERS IN A DELTA-DELTA CONFIGURATION

THE EXISTING THREE 250KVA SINGLE PHASE 4.

WORK.

GOVERNMENT PROJECT OFFICE PRIOR TO DEMOLITION

BETWEEN THE CONTRACTOR, THE UTILITY, AND THE

COORDINATION FOR DE-ENERGIZING MUST OCCUR 3.

480 VOLT SERVICE METERING WITH UTILITY.

THE SUBSTATION. COORDINATE REMOVAL OF EXISTING

EXISTING EQUIPMENT LOCATIONS WITH RESPECT TO

SEE REFERENCE PHOTOS ON SHEET ED501 FOR 2.

MATERIALS OFF SITE.

RESPONSIBLE FOR DISPOSING OF THE DEMOLISHED

SHALL BE DEMOLISHED. THE CONTRACTOR IS

THE PROJECT'S EXISTING TRANSFORMER SYSTEM

METERING AND ANY OTHER ITEMS ASSOCIATED WITH

THE STRUCTURE, TRANSFORMERS, CONDUIT, CABLES, 1.

GENERAL SHEET NOTES

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EXISTING PUMP STATION SUBSTATION PAD EQUIPMENT

EXISTING PUMP STATION SUBSTATION PAD EQUIPMENT

A1

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EXISTING PUMP STATION SUBSTATION PAD EQUIPMENT/UTILTY FEED

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TRANSFORMER, AND UTILITY POLE) SHALL BE REMOVED.

(ASIDE FROM 240/120 AERAL FEED, 240/120 LIGHTING

ALL EQUIPMENT CALLED OUT IN SHEET KEYNOTES 2.

DEMOLITION.

SEE SHEET ED101 FOR PLAN VIEW OF SUBSTATION 1.

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EXISTING TRANSFORMER MOUNTING STRUCTURE12.

EXISTING SUBSTATION STRUCTURE11.

EXISTING UTILITY POLE10.

LIGHTING TRANSFORMER

240/120 EXISITNG 240/120 LIGHTING TRANSFORMER 9.

LIGHTING TRANSFORMER ARE FILLED WITH MINERAL OIL.

240/120 EXISTING 240/120 AERAL SERVICE FEED 8.

EXISTING PRIMARY CONDUCTORS7.

EXISTING HORN GAP GANG OPERATED SWITCH6.

EXISTING AERAL SERVICE FEED5.

EXISTING SECONDARY WIRING4.

COMPLIANCE WITH DEMOLITION 02 41 00.

DISPOSING OF ALL EQUIPMENT SHALL BE IN

SHALL VERIFY INFORMATION PRIOR TO DISPOSAL.

EXISTING SERVICE TRANSFORMERS CONTRACTOR 3.

CONNECTION

EXISTING SECONDARY BUSBAR FOR TRANSFORMER 2.

EXISTING SECONDARY RACEWAY1.

M

IN

3" 2" 3"

3" 2" 3"2"

'0

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IN

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PAD ON ALL SIDES

A MINIMUM OF 12" BEYOND

GRAVEL FILL. EXTEND

UNIT ON ALL SIDES

A MINIMUM OF 6" BEYOND

CONCRETE PAD. EXTEND

SECONDARY CONDUITS

GROUND AND CABLE SHIELDS

SURGE ARRESTERS, ENCLOSURE

GROUNDING CONDUCTORS FOR

GROUND ROD (TYP)

SECTION

TRANSFORMER

CONDUITS

PRIMARY

ELEVATION

PRIMARY VOLTAGE SECTION

GRAVEL FILL

WIRE MESH

6 X 6 - W2.9 X W2.9

REINFORCED WITH

8" CONCRETE PAD

SECTION

VOLTAGE

SECONDARY

DUCT BANK TO PUMP STATION

DISCONNECT

SERVICE

SUPPORT FOR

ALUMINUM

FABRICATED

DISCONNECT

SERVICE

CAST IN PLACE CONCRETE PAD

INSTALLED BY UTILITY CO.

FURNISHED AND

TYPE TRANSFORMER

COMPARTMENTAL

PAD MOUNTED

W/UTILITY CO. REQUIREMENTS.

AND INSTALLED BY CONTRACTOR, IAW

PRECAST CONCRETE PIT PAD FURNISHED

INSTALLATION DETAILS.

ORIENTATION AND

W/UTILITY CO. FOR

CONTRACTOR. COORDINATE

AND INSTALLED BY

PRECAST "PIT PAD" FURNISHED

18" BELOW GRADE (TYP)

ROD

CLAD STEEL GROUND

3/4" X 10' LONG COPPER-

STATION

PUMP

TO

BANK

DUCT

FROM MAT.

RING. PLACE 36" MINIMUM

3/0 AWG MINIMUM GROUND

FINISH GRADE

ENCASEMENT

CONCRETE

C C

95%. ASTM 1556

RE-COMPACT SUBGRADE TO

WITH METAL TRACER

RED WARNING TAPE

C CC

MARKING TAPE

4" CONDUIT (TPY.)

ENCASEMENT

CONCRETE

DUCT BANK - SEE CIVIL DRAWINGS

RESTORE PAVEMENT OVER SECONDARY

TO 95%. ASTM 1556

RE-COMPACT SUBGRADE

E-501

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SCALE: NTS

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SCALE: NTS

PRIMARY VOLTAGE DUCT BANK DETAIL

GENERAL SHEET NOTES

SECONDARY DUCT BANK DETAIL

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FLAT.

GRAVEL FILL AROUND THE TRANSFORMER PAD IS TO BE 4.

DIAGRAM FOR REQUIRED WIRING - SHEET E-602.

SEE UPDATED POWER DISTRIBUTUION ONE LINE 3.

EXISITNG GENERATOR DUCT BANK EXAMPLE.

DISCHARGE PIPING. SEE PHOTOS ON SHEET E-502 FOR

SECONDARY DUCT BANK TO PASS BENEATH EXISTING 2.

GOVERNMENT PROJECT OFFICE.

BETWEEN THE CONTRACTOR, THE UTILITY, AND THE

COORDINATION FOR DE-ENERGIZING MUST OCCUR 1.

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GENERAL SHEET NOTES

D1

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EXISTING EQUIPMENT ON PUMP STATION SOUTH WALL

A1

SCALE: NTS

A1

SCALE: NTS

EXISTING GENERATOR DISCONNECT SWITCH "DS-EM" INTERIOR EXISTING SERVICE DISCONNECT SWITCH "DS-ETR" INTERIOR

SHEET KEYNOTES

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UTILITY.

COORDINATE 480 VAC METERING REMOVAL WITH 4.

SERVICE FEEDERS TO THE PUMP STATION.

BOX, CONNECTING NEW SERVICE FEEDERS TO EXISTING

DISC. SW. WHICH WILL NOW BE USED AS A JUNCTION

TO ENTER BOTTOM OF EXIST. SERVICE TRANSITION UP

ROUTED TO SOUTH WALL OF PUMP STATION,

BELOW GRADE SECONDARY DUCT BANK CONDUIT TO BE 3.

ED101 AND ED501 FOR MORE INFORMATION.

REMOVAL OF SUBSTATION EQUIPMENT - SEE SHEET 2.

ELECTRICAL EQUIPMENT

SEE SHEET E601 FOR SIZING OF PERTINENT EXISTING 1.

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PORTABLE GENERATOR - TO REMAIN

EXISTING ENCLOSURE BOX "B-1" FOR CONNECTIVITY TO 9.

REMAIN

EXISTING 240 VAC SERVICE WIRING/RACEWAY - TO 8.

EXISTING 240 VAC SERVICE METERING - TO REMAIN7.

91.75 INCHES, WIDTH 36.25 INCHES, DEPTH 36.75 INCHES.

TRANSFER SWITCH IS LISTED AS FOLLOWED: HEIGHT

THE DIMENSIONS OF THE EXISTING SWITCH- TO REMAIN

CONDUCTORS TO EXISTING MANUAL TRANSFER

EXISTING CONDUIT RACEWAY FOR GENERATOR 6.

TO REMAIN

GENERATOR ISOLATION DISCONNECT SWTICH "DS-EM" - 5.

EXISTING 480 VAC SERVICE METERING - TO BE REMOVED4.

OUTGOING.

ACCOMMODATE NEW CONDUCTORS, INCOMING AND

REMAIN. ADD NEUTRAL AND GROUND BUS BARS TO

EXISTING SERVICE DISC. SW. TO W/1000A FUSING

EXISTING SERVICE DISCONNECT SWITCH - 1200A FRAME 3.

REMOVED

EXISTING SECONDARY CONDUIT RACEWAY - TO BE 2.

REMOVED

FROM EXISTING SUBSTATION TRANSFORMERS - TO BE

EXISTING SECONDARY WEATHERHEADS - POWER FEED 1.

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GENERATOR

EXISTING EMERGENCY

G1

G2

G3

EB1

EB2

EB3

L1

L2

L3

MOTOR MOUNTING PLATES

EXISTING BONDING TO

A1

UPDATED POWER DISTRIBUTION ONE LINE DIAGRAM

SCALE: NTS

SHEET KEYNOTESGENERAL SHEET NOTES

CONECTION BOX "B-1"

LOAD BANK

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"DS-EM"

DISCONNECT SWITCH

EXISTING GENERATOR

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UTILITY LINE

3PHASE, 60HZ

7200/12470V, INCOMING

CONDUIT

BANK W/ 4-4" PVC

ENCASED DUCT

CONCRETE

AWG GND

NEUTRAL, 1#3/0

1#500KCMIL

3 SETS 3#500kcmil, 4-4" PVC CONDUIT

POSSIBLE.

5%IMPEDANCE IF

UTILITY CO. PREFER

PROVIDED BY ELEC.

GROUNDED.

480/277 SOLIDLY

XFMR, 7200/12470 -

NOMINAL 750KVA

OVERLAPPING NEUTRAL.

BE 4 POLE, NON

RESPECTS, EXCEPT SHALL

EXIST. SWITCH IN ALL

SHALL MEET SPEC OF

SYSTEM. NEW SWITCH

THE SEPARATELY DERIVED

SWITCH THE NEUTRAL FOR

SWITCH IN ORDER TO

REPLACE W/4 POLE

REMOVE AND 6" MAX.

HEIGHT ABOVE EXIST. SW,

IS 39.5", MAX. ADD'L

FOR NEW TRANSFER SW.

6293586. AVAILABLE WIDTH

FACTORY ORDER NUMBER

3 POLE, 1200A, SQUARE D

EXIST. TRANSFER SWITCH.

THICK MIN., 2"X3".

OUTDOOR ACRYLIC, 1/16"

BRONZE, BRASS OR

FABRICATE LABEL FROM

SERVICE FEEDERS".

"DISCONNECT FOR BLDG.

ENCL. ENSCRIBED TO READ

ATTACH LABEL TO DOOR OF

AND GROUND CONDUCTORS.

FOR ADDITION OF NEUTRAL

TO REMAIN AS IS, EXCEPT

EXIST. FUSED DISCONNECT

PRIMARY VOLTAGE WIRING.

ELECT. UTILITY CO. WILL PULL IN AND CONNECT ALL 7.

EXISTING EQUIPMENT.

BUILDING ADDITION FOR LOCATION AND ROUTING OF

SEE DRAWING APPENDIX I - EMERGENCY GENERATOR 6.

APPROXIMATELY 50'.

NEUTRAL CONDUCTOR. CONDUIT RUN IS

BE UPGRADED TO 4" TO ACCOMMODATE ADDITIONAL

GOING TO TRANSFER SWITCH ARE 3" AND WILL NEED TO

FROM BOX "B-1" PENETRATING INTO STATION AND

PROJECT. ADDITIONALLY, EXISTING EMT CONDUIT RUNS

COORDINATE MALE/FEMALE PLUG REQUIREMENTS WITH

COMPATIBLE WITH EXISTING CONNECTIONS.

ARE LEVITON 16D24-U. NEW CONNECTIONS SHALL BE

BANK/PORTABLE GENERATOR. EXISTING CONNECTIONS

PLUG RECEPTACLES FOR CONNECTION TO LOAD

NEUTRAL CONNECTIONS ADDED TO BOX "B-1" REQUIRE 5.

PHASE CONDUCTOR SET.

PROVIDED, RUN EACH CONDUCTOR WITH EXISTING

WHERE MULTIPLE SETS OF NEUTRAL CONDUCTORS ARE 4.

CONDUCTOR SET.

ARE PROVIDED , RUN EACH SET WITH PHASE

WHERE MULTIPLE SETS OF GROUNDING CONDUCTORS 3.

CABLES PRESENT SHALL NOT BE ALLOWED.

NEUTRAL CONDUCTORS IN CONDUITS WITH EXISTING

CONDUCTOR AS ONE CIRCUIT PULL. INSTALLING

REMOVED AND REINSTALLED WITH THE NEUTRAL

OF GROUNDING WIRING. EXISTING RUNS SHALL BE

WITH LARGER LUG TO ACCOMMODATE MULTIPLE SETS

LUG IN EXISTING 1200A SERVICE DISCONNECT SWITCH

CONDUCTOR ACCOMMODATION. REPLACE GROUNDING

ENCLOSURE WITH NEUTRAL BUS FOR NEUTRAL

PROVIDE EXISTING 1200A SERVICE DISCONNECT 2.

ONE LINE DIAGRAM.

SEE SHEET E601 FOR EXISTING POWER DISTRIBUTION 1.

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EQUIPMENT WITH THE ELECTRIC UTILITY COMPANY.

INSTALLATION OF PAD, CONDUITS AND METERING

CORDS IN CONDUITS. CONTRACTOR SHALL COORDINATE

"PIT PAD", CONDUITS, ALL SECONDARY WIRING, AND PULL

INSTALL ALL OTHER ITEMS INCLUDING, BUT NOT LIMITED TO,

UTILITY COMPANY. CONTRACTOR SHALL FURNISH AND

CABLES SHALL BE FURNISHED AND INSTALLED BY ELECTRIC

COMMERCIAL POWER SERVICE XFMR AND 12KV POWER 18.

APPROVAL.

PROTECTION, LSIG. SUBMIT DETAILS OF REPLACEMENT FOR

REPLACED WITH A 1200A CKT. BKR. WITH GROUND FAULT

EXIST. 1200 A GENSET OUTPUT CKT. BKR. SHALL BE 17.

DISCONNECT.

SERVICE NEUTRAL SHALL BE GROUNDED AT THE SERVICE

DISCONNECT WITH TRANSFORMER FLA AND IMPEDANCE.

COORDINATE AIC RATING OF SERVICE STRUCTURE.

4X ENCLOSURE. SUPPORTED BY FABRICATED ALUMINUM

PROTECTION. (LSIG). RATED FOR 25 KAIC MINIMUM, IN NEMA

TIME, SHORT TIME, INSTANTANEOUS AND GROUND FAULT

1000A, 3P, 480 VAC. ENCLOSED CIRCUIT BREAKER, W/LONG 16.

INSTALLATION REQUIREMENTS.

COORDINATE W/ELECT. UTILITY CO. FOR ADDITIONAL

PAD WILL BE FURNISHED AND INSTALLED BY CONTRACTOR.

WITH PULL ROPE AND SWEEPING ELBOW AT TRANSFORMER

BY ELECT. UTILITY CO. (2) 4" CONDUITS BURIED 36'' DEEP

PRIMARY PHASE CONDUCTORS, FURNISHED AND INSTALLED 15.

PHASE CONDUCTORS - 3 SETS OF 3-500 KCMIL14.

GROUNDING BUS/LUG13.

PER EACH SET OF PHASE CONDUCTORS)

SYSTEM GROUNDING CONDUCTOR - 3 SETS OF 1-1/0 AWG (1 12.

CONFUIT WITH THE PHASE CONDUCTORS.

THEIR ORIGINATION AND THEN PULL NEW NEUTRALS IN THE

SHALL PULL THE EXISTING PHASE CONDUCTORS BACK TO

THE CONTRACTOR PER EACH SET OF PHASE CONDUCTORS)

NEW NEUTRAL CONDUCTORS - 3 SETS OF 1-500 KCMIL (1 11.

EXISTING PHASE CONDUCTORS - 3 SETS OF 3-500 KCMIL10.

WITH EACH SET OF PHASE CONDUCTORS)

NEW NEUTRAL CONDUCTORS - 3 SETS OF 1-600 KCMIL (RUN 9.

NEUTRAL BUS/LUG8.

EXISTING GROUNDING BUS7.

EXISTING NEUTRAL BUS6.

CONDUCTORS - 6 AWG

EXISTING GENERATOR GROUNDING ELECTRODE 5.

AWG GROUND

EXISTING "B-1" GROUNDING CONDUCTORS - 3 SETS OF 1-4/0 4.

WELDING CABLE

EXISTING "B-1" PHASE CONDUCTORS - 3 SETS OF 3-4/0 AWG 3.

GROUND

EXISTING SYSTEM BONDING JUMPER - 3 SETS OF 1-3/0 AWG 2.

3-600 KCMIL

EXISTING GENERATOR/B1 PHASE CONDUCTORS -3 SETS OF 1.

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Markle Transformer Install Project W912P621B0013

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

GENERAL PROVISIONS

06/15

PART 1 GENERAL

1.1 REFERENCES

1.2 CERTIFICATES OF COMPLIANCE

1.3 RESPONSIBLITY OF THE CONTRACTOR

1.4 SUBMITTALS

1.5 DRUG FREE WORKPLACE

1.6 REAL ESTATE

1.6.1 Additional Real Estate Rights

1.6.2 Additional Real Estate Rights Obtained by the Government

1.7 CONSTRUCTION PROGRESS SCHEDULE

1.8 CONSTRUCTION PROGRESS PHOTOGRAPHS

1.8.1 Photographic Documentation

1.8.1.1 Digital Photographic Media

1.8.2 Construction Complete Photographs

1.8.3 Payment and Acceptance

1.9 INSPECTION

1.10 CONDITION OF EXISTING STRUCTURES

1.11 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.12 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 PERMITS AND RESPONSIBILITIES

1.15 COORDINATION WITH OTHERS

1.15.1 Coordination with Duke Energy

1.16 SPECIAL SAFETY REQUIREMENTS

1.17 ONE CALL SYSTEMS FOR EXCAVATORS

1.18 ELECTRICAL POWER LINES

1.19 BORROW/DISPOSAL SITES AND QUARRIES

1.20 TAX EXEMPTION

1.21 BARRICADES AND WARNING SIGNS

1.22 PRECONSTRUCTION CONFERENCE

1.23 PROGRESS MEETINGS

1.24 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.25 SECURITY REQUIREMENTS

1.25.1 CLAUSE 1 - Antiterrorism (AT) Level 1 Training

1.25.2 CLAUSE 2 - Access and General Protection/Security Policy and

Procedures

1.25.2.1 CLAUSE 2b - Contractors Who Do Not Require a CAC, But

Require Access to a DoD Facility or Installation

1.25.3 CLAUSE 15 - E-Verify Program

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 10 00 Page 1

AMD#0002 - 07/20/21

-- End of Section Table of Contents --

SECTION 01 10 00 Page 2

SECTION 01 10 00

06/15

GENERAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements must be executed in two copies.

Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply.

Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet specific requirements.

1.3 RESPONSIBLITY OF THE CONTRACTOR

The Contractor shall be responsible for the professional quality, technical accuracy and the coordination of all designs, drawings and specifications furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise designs, drawings and specifications.

Neither the Government's review, approval or acceptance of, nor payment for, any of the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause or action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligence in connection with designs, drawings and specifications, furnished under this contract.

The rights and remedies of the Government provided for under the contract are in addition to any other rights and remedies provided by law.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SECTION 01 10 00 Page 3 submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule ; G, CS

In addition to CS, field representative, other parties who will be reviewing the Construction Schedule will be DC, Civil Engineering Design Branch.

Condition of Existing Structures

Coordination with Others ; G, CS

Drug Free Workplace

List of E-Verified/Eligible Candidates ; G, GSE

Certificates of Completion of Antiterrorism (AT) Level 1 Training ;

G, GSE

SD-06 Test Reports

Construction Progress Photographs ; G, CS

Progress Meeting Minutes ; G, CS

SD-11 Closeout Submittals

Construction Complete Photographs ; G, CS

1.5 DRUG FREE WORKPLACE

Refer to FAR CLAUSE 52.223-6 entitled DRUG FREE WORKPLACE in Section 00 70 0 - Conditions of the Contract. Submit within 45 calendar days of Contractor's receipt of the "Development and Submission of Initial Project Submittals".

1.6 REAL ESTATE

All required right-of-way to do the work is available to the Contractor, and is included on the contract drawings. In the event the Contractor requires any additional access roads and storage areas, obtain such areas at his own expense. Furnish to the Contracting Officer copies of all legal documents or leases permitting his use of private or other properties other than included in the contract.

1.6.1 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain and utilize them at their own expense. All additional real estate agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds.

Additional agreements obtained by the Contractor must be coordinated and

SECTION 01 10 00 Page 4 acknowledged sufficient by Real Estate Office, US Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, Michigan prior to application and execution. This acknowledgment of sufficiency will be dependent upon conformance with Federal Real Estate and Environmental requirements and any other laws and regulations as may be determined applicable by the Government.

1.6.2 Additional Real Estate Rights Obtained by the Government

Additional real estate agreements may also be obtained by the Government after the solicitation. If utilized, the Contractor is required to abide by all terms and conditions as set forth in the agreements.

1.7 CONSTRUCTION PROGRESS SCHEDULE

CONSTRUCTION PROJECT SCHEDULE

An initial baseline Construction Schedule shall be submitted within 14 days of Notice to Proceed (NTP). This schedule shall use the date of NTP as the start date and shall show the work completed on the Contract Required Completion Date, as indicated in the FAR clause entitled COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. At a minimum, the schedule shall include the following items:

a. Submittal, Government review, and approval of preconstruction submittals, including the Contractor Quality Control Plan, the Accident Prevention Plan, the Environmental Protection Plan, and other major work plan and materials submittals;

b. Procurement of any long lead-time equipment or materials, if any;

c. Mobilization;

d. The sequencing of each major on-site work activity from preparatory work through completion of the field work;

e. Pre-final inspection, correction of punch list items, and final inspection;

f. Demobilization;

g. Preparation, submittal, and Government review and approval of as-built drawings and closeout submittals.

In addition to the initial baseline schedule, electronic and hard copies of an updated Construction Schedule Submittal shall be included with each payment estimate/request for payment. These schedule updates shall compare the initial baseline schedule to an updated schedule showing the actual work progress to date and a projection of the work schedule for the remainder of the Contract.

All schedule submittals shall include a tabulated earnings projection, in a format acceptable to the COR, SECTION 01 10 00 Page 5

1.8 CONSTRUCTION PROGRESS PHOTOGRAPHS

Provide photographs documenting the work progress during construction.

Monthly photography must be performed between the first and fifth of each month during construction.

Submit photographs to the Contracting Officer no later than the tenth of each month the photographs are taken.

1.8.1 Photographic Documentation

Provide a minimum of six views from varying positions to document the monthly work accomplished. Additional views and positions may be required by the Contracting Officer to document the monthly work progress. Any additional photographs required must be done at no additional cost to the Government.

1.8.1.1 Digital Photographic Media

Photographs must be a minimum of four megapixels in JPEG format and submitted on CD-ROM or DVD. Submit two copies of all disks. All disks must be labled accordingly:

a. Contract Title,

b. Contract Number, and

c. Photography Date.

d. File name shall include date, location, and brief description.

1.8.2 Construction Complete Photographs

Pursuant to the final inspection by the Contracting Officer, submit photographs documenting the final conditions at the completion of the contract.

Submit photographs in the same quantity, media and labeling as the construction progress photographs.

Submit construction complete photographs within ten business days after final inspection by the Contracting Officer.

1.8.3 Payment and Acceptance

No separate payment will be made for providing approved progress and completion photographs required under this contract. All costs in connection therewith shall be considered a subsidiary obligation of the Contractor.

The progress photographs and the final conditions photographs will be jointly reviewed for accuracy and completeness by the COR and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the progress photographs as specified, the COR must deduct from the monthly progress payment an amount representing the estimated cost of the progress photographs.

SECTION 01 10 00 Page 6

1.9 INSPECTION

The presence or absence of a Quality Assurance representative shall not relieve the Contractor of responsibility for the proper execution of work in accordance with the plans and specifications.

1.10 CONDITION OF EXISTING STRUCTURES

Prior to commencement of operations by the Contractor at the site, a detailed survey will be made of all existing structures that may be affected by the Contractor's operations. The survey will be conducted in coordination with local interests, Contractor, Corps of Engineers Representative, and private parties concerned and will be sufficient in scope to provide advance agreement among all concerned as to the condition of the existing structures. Participate in pre-construction surveys of existing structures as deemed necessary to permit determination and accurate assessment of any subsequent damage to existing structures that may be incurred during the period of the contract.

1.11 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

If, during construction activities, the Contractor observes items that might have historical or archaeological value, such observations must be reported immediately to the COR so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. Cease all activities that may result in the destruction of these resources and prevent employees from trespassing on, removing, or otherwise damaging such resources.

1.12 MINIMUM AMOUNT OF INSURANCE REQUIRED

In accordance with FAR CLAUSE entitled INSURANCE - WORK IN A GOVERNMENT INSTALLATION, the following minimum insurance coverages and limits are required. The term "Installation" referred to in this clause is deemed to mean Corps of Engineers project site or Federal property.

a. Evidence of the following minimum insurance coverages and limits, with concurrent policy expiration dates, must be received by the Department of the Army, Corps of Engineers before the Contractor can begin work. This evidence must be on a fully-completed, signed and dated ACORD Certificate of Insurance. In addition, policy endorsements must be issued by or in behalf of the insuring company or companies naming the Department of the Army, Corps of Engineers as Additional Interest Insured regarding the work. The endorsements must also provide that the Department of the Army, Corps of Engineers receive direct written notice at least 30 calendar days before the effective date of any material changes to, any cancellation of, or any non-renewal of these coverages during the time period of the Contractor's work. These endorsements must also be received by the Department of the Army, Corps of Engineers before the Contractor can begin work.

b. Should the coverages expire or be terminated during the time period of the Contractor's work, the Department of the Army, Corps of Engineers must receive an ACORD Certificate of Insurance as evidence of renewal or replacement insurance coverage and the supporting policy endorsements as specified above. The required evidence of renewal

SECTION 01 10 00 Page 7 replacement insurance must be received by either the Contracting Officer or Contracting Officer's Representative at least 10 calendar days before the coverage expires or is being terminated.

c. All insuring companies must be rated A- or Excellent or better, by A.M. Best Company, an independent insurance rating service. The ACORD Certificate must list the A.M. Best Company insurance company code of listed insurance companies being offered.

Comprehensive General Liability (Occurrence policy form only) General Aggregate $2,000,000 Products/Completed Operations $2,000,000 Each Occurrence $1,000,000 Fire Damage Legal Liability $ 50,000

Comprehensive Automobile Liability (Including Hired Automobile Liability and Non-Owned Automobile Liability) Combined Single Limit $1,000,000

Employers' Liability Each Occurrence $ 500,000 Policy Limit $ 500,000 Each Employee $ 500,000

Workers Compensation (As required by state law or Federal law)

Umbrella Liability (Occurrence policy form only) Each Occurrence and Aggregate $5,000,000

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "DEFAULT (FIXED PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

BUSINESS DAYS BASED ON A FIVE DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

8 8 8 9 8 8 7 6 6 6 8 9

Upon acknowledgement of Notice to Proceed (NTP) and continuing throughout the contract, record on the daily Contractor Quality Control report, the occurrence of adverse weather and resultant impact to normally scheduled

SECTION 01 10 00 Page 8 work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled business day.

The number of actual adverse weather delay days must include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delays exceeds the number of days anticipated in paragraph 2, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather business days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

1.14 PERMITS AND RESPONSIBILITIES

Obtain all permits/licenses required for this project as required under CONTRACT CLAUSES paragraph entitled "PERMITS AND RESPONSIBILITIES".

Work performed in the right-of-way of state owned roads must comply with the Indiana Department of Transportation (INDOT).

1.15 COORDINATION WITH OTHERS

Schedule and coordinate operations affecting other Contractors, Government hired labor forces, utilities, and/or property within the work limits.

Schedule with lead time sufficient for coordination of all involved parties as necessary for timely completion of each contract feature. As evidence of this compliance with this General Provision, furnish the COR with a copy of each coordinated schedule prior to commencing operations affecting such other Contractors, utilities, and/or property.

1.15.1 Coordination with Duke Energy

Any costs accrued by the work with Duke Energy shall be incorporated into the contractor's costs. These mentioned costs shall strictly only include the coordination fees with the Utility. For additional information please see attachments for Duke Energy provided information.

1.16 SPECIAL SAFETY REQUIREMENTS

Comply with all applicable Federal, state and local safety requirements including, but not limited to, those provided in EM 385-1-1 .

1.17 ONE CALL SYSTEMS FOR EXCAVATORS

One call systems, established by law, are operated by owners of underground facilities for excavators. Upon notification by an excavator through a one call system, all participating operators of underground facilities in a covered area will identify and locate their facilities.

One call systems will be identified by contacting the following:

INDIANA

INDIANA UTILITY CHECK

1-800-382-5544

1.18 ELECTRICAL POWER LINES

Study the construction plans and site and know in detail all locations of

SECTION 01 10 00 Page 9 power lines within the rights of way. Prior to performing any construction operation adjacent to power lines, appropriate danger signs must be provided where any equipment scheduled for use on the site is capable of contacting such lines. Confirm the location of underground lines, contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR EXCAVATORS. Aerial power lines must either be shut off and a positive means taken to prevent the lines from being energized, or clearances required by EM 385-1-1 , Safety and Health Requirements Manual, must be maintained. Work must not proceed into dangerous areas without an additional workman being assigned the crew to watch the movements of other personnel and equipment to assure that designated clearances are maintained.

1.19 BORROW/DISPOSAL SITES AND QUARRIES

This paragraph, Borrow/Disposal Sites and Quarries, applies only to the ability of the Contractor to utilize a particular borrow/disposal site or quarry, and does not address the use of materials from that site or quarry. Nothing in this paragraph, Borrow/Disposal, shall relieve the Contractor of complying with the specific testing requirements for material taken from any borrow/disposal sites or quarries as set forth in the technical provisions of this Contract.

a. Definitions. For purposes of this general provision, the following definitions apply:

(1) Government-Suggested borrow/disposal site or quarry means a site or quarry suggested by the Government for use by the Contractor concerning which all applicable Federal, state and local environmental statutory and regulatory requirements may or may not have been satisfied.

(2) Commercial/existing borrow/disposal site or quarry means a site or quarry which is either in the business of providing borrow material or has been used as a disposal site for other purposes and is available for use; and concerning which all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied.

(3) Contractor-chosen borrow/disposal site or quarry means a site or quarry chosen by the Contractor for use concerning which none or not all of the applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied.

b. If a borrow/disposal site or quarry is identified in the contract specifications as Government-Suggested, it is the responsibility of the Contractor to ascertain whether or not all Federal, state and local environmental statutory and regulatory requirements have been satisfied. If any of such requirements have not been satisfied, the Contractor is required to follow the procedures set forth in paragraph d(4) below. Use of such a site or quarry must be approved by the Contracting Officer.

c. If the Contractor chooses a commercial/existing borrow/disposal site or quarry, the Contractor is not required to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied, but is required to provide to the Government either, as…