Attachment 1 - Final Design Drawings (DBEH191517).pdf

PDF 10 MB Posted May 5, 2022

Attached to: Repair Cable and Splices in Feeder from North Substation, Cape Canaveral Space Force Station, FL
Solicitation number: FA252122B0003
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a firm-fixed-price construction contract to replace approximately 20,000 linear feet of 15kV Feeder 7N cable and install ten new sectionalizing terminal cabinets along the feeder route between the North Substation and Switch Station 37 at Cape Canaveral Space Force Station in Florida. The project involves work in approximately 44 manholes. The NAICS code for this opportunity is 237130 with a size standard of $39.5 million. The magnitude of the project is estimated between $1,000,000 to $5,000,000. This acquisition is set aside for women-owned small businesses. The solicitation was issued by the Department of the Air Force Space Command. Funds are not presently available and the government's obligation is contingent upon availability of appropriated funds. The government reserves the right to cancel the solicitation before or after the closing date without obligation to reimburse offerors for any costs.

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Other files

File	Type	Posted
SF 1409 Abstract of Offers 22B0003.pdf	PDF	Jun 8, 2022
Bid Opening Sign In 22B0003.pdf	PDF	Jun 8, 2022
Attachment 11 - Answers to Site Visit Questions from FY22 IFB (FA252122B0003).pdf	PDF	May 24, 2022
Solicitation Amendment FA252122B00030002 SF 30.pdf	PDF	May 24, 2022
Attachment 7 - RulesofEngagement-Pre-BidSiteVisit.docx	DOCX document	May 6, 2022
Solicitation Amendment FA252122B00030001 SF 30.pdf	PDF	May 6, 2022
Attachment 9 - Contractor Access Instructions.pdf	PDF	May 5, 2022
Attachment 7 - RulesofEngagement-Pre-BidSiteVisit.docx	DOCX document	May 5, 2022
Attachment 2 - Specifications (DBEH191517).pdf	PDF	May 5, 2022
Attachment 6 - Q and A Template.docx	DOCX document	May 5, 2022
Solicitation - FA252122B0003.pdf	PDF	May 5, 2022
Attachment 8 - CECC Form 3052.xls	XLS spreadsheet	May 5, 2022
Attachment 4 - GPP Certification (DBEH191517).pdf	PDF	May 5, 2022
Attachment 10 - Answers to Site Visit Questions from FY21 IFB (FA2521B0002).pdf	PDF	May 5, 2022
Attachment 5 - HazWasteForm.doc	DOC document	May 5, 2022
Attachment 3 - Construction Wage Determination (FL 20210001 Mod 5) dated 25 Feb 2022.pdf	PDF	May 5, 2022

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PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

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 MATERIALSERP/WETLANDS/ DREDGE

& FILL

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

NONETRUE

NORTH

SKID STRIP

ATLAN

TIC

O C

EAN

CX-40

INDUSTRIAL

AREA

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

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DBEH 19-1517

REPAIR CABLE AND SPLICES IN

FEEDER 7N FROM NORTH SUBSTATION

PROJECT LOCATION

X X X X

DOC

RWWTP

NORTH

SUBSTATION

SHEET INDEX

DRAWING NO. SHEET TITLE REV

G-001 COVER SHEET

CIVL

C-001 CIVIL GENERAL NOTES

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

ED-002 DEMOLITION SINGLE LINE DIAGRAM

E-003 INSTALLATION SINGLE LINE DIAGRAM

E-101 ELECTRICAL SITE PLAN

E-401 ELECTRICAL ENLARGED PLANS I

E-402 ELECTRICAL ENLARGED PLANS II

E-403 ELECTRICAL ENLARGED PLANS III

E-404 ELECTRICAL ENLARGED PLANS IV

E-405 ELECTRICAL ENLARGED PLANS V

E-406 ELECTRICAL ENLARGED PLANS VI

E-407 ELECTRICAL ENLARGED PLANS VII

E-408 ELECTRICAL ENLARGED PLANS VIII

E-501 ELECTRICAL DETAILS

E-502 CIVIL DETAILS

E-701 ELECTRICAL MANHOLES I

E-702 ELECTRICAL MANHOLES II

E-703 ELECTRICAL MANHOLES III

E-704 ELECTRICAL MANHOLES IV

E-705 ELECTRICAL MANHOLES V

E-706 ELECTRICAL MANHOLES VI

E-707 ELECTRICAL MANHOLES VII

E-708 ELECTRICAL MANHOLES VIII

E-709 ELECTRICAL MANHOLES IX

E-710 ELECTRICAL MANHOLES X

E-711 ELECTRICAL MANHOLES XI

HORIZONTAL INTEGRATION FACILITYFPL

SUBSTATION

NASA PARKWAY

CIVIL GENERAL NOTES:

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

REINFORCING STEEL:

CONCRETE:

STRUCTURAL STEEL:

UNLESS OTHERWISE SPECIFIED, ALL WORK TO BE PERFORMED CONSISTENT WITH THE RULES AND REQUIREMENTS OF THE FOLLOWING:

· CAPE CANAVERAL AIR FORCE STATION

· ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

1. APPLY CIVIL NOTES TO ALL APPLICABLE PROJECT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO DEMOLITION, EXCAVATION, TRENCHING, GRADING, DUCT BANKS AND EQUIPMENT PADS.

2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UNKNOWN IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA. VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON

THE PLANS) AFFECTING THE WORK.

3. NIGHT WORK FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 AND 0600 HOURS, REQUIRES REVIEW AND APPROVAL OF A CONSTRUCTION LIGHT MANAGEMENT PLAN THROUGH CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 45 DAYS PRIOR TO NIGHT WORK

COMMENCEMENT.

4. A WILDLIFE SURVEY WILL BE CONDUCTED THROUGH 45 CES/CEIE AT A MINIMUM OF TWO (2) WEEKS PRIOR TO ANY DEMOLITION OR GROUND

EXCAVATION.

5. REQUEST UTILITY LOCATES AND OBTAIN A CCAFS DIG PERMIT AF FORM 103 PRIOR TO CONSTRUCTION.

6. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO CONFIRM THE ACCURACY OF ALL SURVEY AND OTHER GRADING DATA.

7. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED CONSTRUCTION TO AVOID OBSTACLES, AS AGREED TO BY THE CONTRACTING OFFICER.

8. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER DISCIPLINES TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES. CALL ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

9. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS TO WHAT IS SHOWN

ON THE DRAWINGS. IF THERE ARE VARIANCES, NOTIFY THE CONTRACTING OFFICER.

10. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS.

PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED BY SITE CONDITIONS AND FOR SAFE WORK

CONDITIONS.

11. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND NOTIFY THE CONTRACTING OFFICER IF

DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

12. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CONSTRUED TO APPLY TO ANY SIMILAR SITUATION

ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

13. SCHEDULE A CONSTRUCTION COORDINATION MEETING WITH THE CONTRACTING OFFICER AND PROJECT STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND OUTAGES AND REVIEW/CLARIFY REQUESTS FOR INFORMATION.

14. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO THE START OF

CONSTRUCTION.

15. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY CHANGES TO BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR

CHANGES IN THE WORK.

16. THE ACTS AND OMISSIONS OF CONTRACTOR EMPLOYEES AND ALL THEIR SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR IS THE RESPONSIBILITY OF THE

CONTRACTOR.

17. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

18. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED, EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO

RESET OR REPLACE THEM.

19. MAKE ALL NECESSARY ARRANGEMENTS WITH THE U.S. AIR FORCE, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK SUCH THAT ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

20. MAINTAIN ACCESS TO WORK AREA FOR OWNER, OWNER'S AGENT AND INSPECTOR OF APPLICABLE GOVERNMENT JURISDICTIONS AT ALL

TIMES AND PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTION.

21. TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF

SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

22. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER PONDS, CANALS), INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO ENSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS

PREVENTED.

23. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE USE OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

MANUFACTURER.

24. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS. COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH.

25. ENSURE ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE WORK CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION GOVERNS. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR

CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES

AND UTILITIES NOT DESIGNATED FOR DEMOLITION DURING CONSTRUCTION.

25. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY OR

ENVIRONMENTAL REGULATIONS.

26. PROVIDE ADEQUATE PROTECTION FOR PARTS IN WORKPLACE AND ADJACENT AREAS THAT ARE SUBJECT TO DAMAGE DUE TO

CONSTRUCTION. PROTECTION OF PARTS IS AT THE COST OF THE CONTRACTOR.

27. FURNISH AND MAINTAIN ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES AT ALL POINTS WHERE CONVEYING EQUIPMENT

ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC-CARRYING ROADS.

28. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL

ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

29. TAKE ALL THE PRECAUTIONS TO PREVENT THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY THEIR WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR MUST NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING OFFICER, AND TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

30. UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING ANY HAZARDOUS MATERIAL FROM THE JOB SITE. BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR

THE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS.

31. IN THE EVENT CONTRACTOR OR SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO CONTRACTING OFFICER IN

WRITING.

32. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS, ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

33. BLASTING OPERATIONS CANNOT BE PERFORMED WITHOUT PRIOR APPROVAL OF THE INSTALLATION AIR PROGRAM MANAGER. THE USE OF SILICA SAND IS PROHIBITED IN SANDBLASTING. PROVIDE TARPAULIN DROP CLOTHS AND WINDSCREENS TO ENCLOSE ABRASIVE BLASTING OPERATIONS TO CONFINE AND COLLECT DUST, ABRASIVE AGENT, PAINT CHIPS, AND OTHER DEBRIS. PERFORM WORK INVOLVING REMOVAL OF HAZARDOUS MATERIAL IN ACCORDANCE WITH 29 CFR 1910. CONDUCT TCLP FOR ANY RCRA METALS PRIOR TO DEMOLITION.

1. REMOVE ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS FROM THE PROJECT SITE AND

PROPERLY DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.

2. THE EROSION CONTROL MEASURES TO BE TAKEN IN CONFORMANCE WITH PATRICK AIR FORCE BASE, FDEP, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER LOCAL, STATE, OR FEDERAL AGENCIES HAVING JURISDICTION.

3. INSTALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE CONTRACTOR FOR THIS PROJECT TO BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION SEQUENCING SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO PROVIDE ADEQUATE PROTECTION OF WATER

QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.

6. MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. SUCH DEVICES TO REMAIN

UNTIL SUFFICIENT GROUND COVER IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. CONTRACTOR TO ENSURE APPROPRIATE EQUIPMENT IS

AVAILABLE AT THE SITE AT ALL TIMES TO MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

9. SCHEDULE OPERATIONS SUCH THAT THE AREA OF UNPROTECTED, ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION AND ENSURE THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS IS AS SHORT AS PRACTICABLE. GRADING OPERATIONS ARE TO IMMEDIATELY FOLLOW SCHEDULED AND COMPLETED CLEARING AND GRUBBING, PERMANENT EROSION CONTROL FEATURES ARE TO BE SCHEDULED AND PERFORMED IMMEDIATELY FOLLOWING GRADING OPERATIONS IF THE

CONDITIONS ON THE PROJECT AREA ALLOW.

10. STABILIZE EXPOSED SOILS AS SOON AS POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND PROVIDING

TEMPORARY AND PERMANENT STABILIZATION METHODS.

11. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, HAY BALES, VEGETATION OR

GEOTEXTILES, AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.

12. IF VEHICLE OR EQUIPMENT WASHDOWN DEBRIS/AREAS IS REQUIRED, OBTAIN APPROVAL FROM THE CONTRACTING

OFFICER.

13. STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER THAT PREVENTS DIRECT OFFSITE DISCHARGE FROM THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER MANAGEMENT FACILITY.

14. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN THROUGHOUT THE LIFE

OF CONSTRUCTION.

15. THROUGHOUT CONSTRUCTION CONTRACTOR TO PERFORM ONGOING INSPECTIONS AND PERIODIC MAINTENANCE AND OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS ARE WORKING SUITABLY, NEEDED AS OFTEN AS DAILY IF CONDITIONS SO WARRANT. MAINTAIN A WRITTEN RECORDED OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MAKE ALL RECORDS AVAILABLE UPON REQUEST OF THE CONTRACTING OFFICER.

1. CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI) AND AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS APPLY.

2. INSTALL DEFORMED BARS CONFORMING TO ASTM A615 AND IAW ACI 315-99.

3. COLD BEND ALL REINFORCEMENT. DO NOT FIELD BEND REINFORCEMENT PARTIALLY EMBEDDED IN GROUT.

4. MECHANICAL SPLICES, CONFORMING TO ACI 318-14, SECTION 25.5.7 CAN BE SUBSTITUTED FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SPLICES MUST DEVELOP 125% (MINIMUM) OF THE YIELD STRENGTH OF THE CONNECTING

REBAR.

5. ENSURE ALL REINFORCEMENT IS FREE OF DIRT, DEBRIS, CORROSION, OIL, NONMETALLIC COATINGS OR OTHER DELETERIOUS MATERIAL THAT REDUCE BOND STRENGTH WITH CONCRETE AT THE TIME OF CONCRETE PLACEMENT.

6. INSTALL WELDED WIRE FABRIC CONFORMING TO ASTM A185. LAP ONE FULL MESH PLUS 2 INCHES AT SIDES AND ENDS AND

WIRE TOGETHER.

7. SUPPORT REINFORCING STEEL IN STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. PROVIDE SUPPORT FOR REINFORCING STEEL AND WIRE MESH AT THE FOUNDATIONS AND SLAB-ON-GRADE BY PRECAST CONCRETE BRICKS AT TWO FEET O.C. EACH

WAY (MAX SPACING).

8. INSTALL FIBERGLASS REINFORCED PLASTIC OR PLASTIC COATED STEEL REINFORCEMENT CHAIR LEGS WHERE CHAIR

LEGS REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE.

9. ALL EPOXY DOWELS ADHESIVE SYSTEM TO BE HILTI HIT-RE 500-SD OR AN APPROVED EQUIVALENT.

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. USE 4,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND CEMENT CONCRETE.

3. DO NOT USE CALCIUM CHLORIDE IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO ARE NOT EXCEEDED; HOWEVER, NOT MORE THAN ONE GALLON OF WATER PER CUBIC YARD MAY BE USED TO ADJUST THE MIX AT THE JOB SITE.

5. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING EQUIPMENT. DO NOT

OVER-CONSOLIDATE.

7. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE HARDENING.

8. WITHIN THE AREA OF WORK, REMOVE SPALLING OR DAMAGED CONCRETE AND REPAIR WITH NON-SHRINK EPOXY GROUT

IAW WITH GROUT MANUFACTURER'S INSTRUCTIONS.

1. ALL BOLTS TO BE A325 HIGH STRENGTH; ALL NUTS MUST BE A563; AND ALL WASHERS TO BE F436. HOT DIP GALVANIZED

ALL HARDWARE COMPONENTS IN ACCORDANCE WITH ASTM A 153 TO G90 THICKNESS.

2. MINIMIZE THE USE OF DISSIMILAR METALS TO THE GREATEST EXTENT POSSIBLE. IF THE SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS DICTATE THE USE OF DISSIMILAR METALS, PROVIDE APPROPRIATE, EXTERIOR RATED, INSULATING

BARRIERS BETWEEN THE INTERACTIVE SURFACES OF THE DISSIMILAR METALS.

3. WITHIN THE AREA OF WORK, REPAIR EXISTING STEEL TO REMAIN BY PERFORMING CORROSION CONTROL AND APPLY

COLD GALVANIZING COMPOUND.

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND EXPOSED TO EARTH)

COVER

3 INCHES

2 INCHES

1 1/2 INCHES

1 INCH

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

LAP SPLICE LENGTH - NORMAL WEIGHT CONCRETE, NO EPOXY

S O

BAR SIZES (#)

3 4 5 6 7 8 9 10 11

15" 20" 24" 29" 42" 48" 55" 65" 80"3" 15" 20" 24" 29" 46" 61" 77" 97" 120"2" 15" 20" 25" 36" 62" 81" 102" 130" 160"1 1/2" 18" 32" 50" 73" 106" 121" 136" 153" 170"3/4"

12" 15" 19" 23" 33" 37" 42" 50" 62"3" 12" 15" 19" 23" 36" 47" 59" 75" 92"2" 12" 15" 20" 28" 48" 62" 79" 100" 123"1 1/2" 14" 25" 39" 56" 81" 93" 105" 118" 131"3/4"

#3 #4 #5 #6 #7 #8 #9 #10 #11

DEFORMED REBAR

TYPE

STIRRUPS & TIES

OTHER BARS 2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25" 11.25"

MIN INSIDE DIAMETER OF BEND

1.5" 2" 2.5" N/A N/A N/A N/A N/A N/A

REQUIRED EMBEDMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

NORMAL WEIGHT

CONCRETE TYPE BAR SIZES

4 5 6 7 8 9 10 113

8" 10" 12" 15" 17" 19" 22" 25" 27"

LEAST

CONCRETE

COVER AT BAR

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10 #11

STIRRUPS & TIES

90° BEND PLUS 2.25" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

STIRRUPS & TIES

135° BEND PLUS 3" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

OTHER BARS 90°

BEND PLUS 4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5" 7"

OTHER BARS 180°

BEND PLUS 2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25" 5.75"

FOUNDATIONS:

1. ALL FOUNDATIONS MUST BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. COORDINATE

ELEVATIONS OF FOOTINGS AND ABOVE GRADE COMPONENTS TO PROVIDE PROPER FINISHED ELEVATIONS.

2. IF IN PLACE MATERIALS ARE FOUND TO BE UNSUITABLE, OVER-EXCAVATE AND BACKFILL WITH WITH CRUSHED STONE STRUCTURAL FILL, COMPACTED TO 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

3. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE FREE OF STANDING WATER AT THE TIME OF CONCRETE

PLACEMENT.

4. PLACE #57 STONE BASE, WHERE SPECIFIED AND PROVIDE THREE PASSES WITH VIBRATORY PLATE COMPACTION.

REFERENCE INDIVIDUAL DETAILS FOR DEPTH OF BASE. LIFTS NOT TO EXCEED 6-INCHES.

5. COMPACT SUBGRADE SOIL TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

6. FOR UTILITY BEDDING, HAUNCHING AND COVER PLACE CLEAN GRANULAR FILL IN SIX INCH LIFTS AND COMPACT TO A

MINIMUM OF 98% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

7. INSTALL 10 MIL VAPOR BARRIER BETWEEN NEW CONCRETE AND BASE MATERIAL.

8. COORDINATE ALL NEW FOUNDATIONS WITH EXISTING CONDITIONS. REPORT ANY CONFLICTS TO THE CONTRACTING

OFFICER FOR PROPOSED SOLUTION.

9. COORDINATE ALL NEW EXCAVATION WITH EXISTING CONDITIONS AND VERIFY PROPOSED ELEVATIONS. REPORT

CONFLICTS TO CONTRACTING OFFICER.

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N , P

B, F L

C O

N O

-1 8-

D -0

C H

Ne ls on En gi ne er in gCo rh od es b rit

C-001

M .J

O H

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R E

M .G

O N

-X

X-

N D

N F

R O

M N

O R

O N

T D

Y N

ELECTRICAL SYMBOL LEGEND:

SINGLE LINE DIAGRAM LEGEND:

1. ALL ELECTRICAL CONSTRUCTION/ INSTALLATION MUST BE IN ACCORDANCE WITH NFPA 70, NFPA 70E, UFC 3-501-01 AND IEEE C2.

2. ALL CONSTRUCTION WILL BE GOVERNED BY THE PLANS, SPECIFICATIONS AND ALL APPLICABLE

BUILDING AND SAFETY CODES, LAWS AND ORDINANCES.

3. CONTRACTOR MUST BE FAMILIAR WITH THE SITE, THE WORK REQUIRED, THE CUSTOMER'S WORK PROCEDURES, AND ALL OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION OF

THE JOB PRIOR TO COMMENCEMENT OF WORK.

4. FIELD LOCATE ALL EXISTING UTILITIES AS TO LOCATION AND ELEVATION. NOTIFY THE CONTRACTING

OFFICER OF ANY AND ALL CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION.

5. ALL SPECIFIC MATERIALS AND PRODUCTS IDENTIFIED IN THE PLANS ARE INCLUDED AS THE BASIS OF

DESIGN. CONTRACTOR MAY SUBMIT EQUIVALENT PRODUCTS IN COMPLIANCE WITH THE PROJECT

SPECIFICATIONS FOR APPROVAL INSTEAD OF THOSE SPECIFIED.

6. BASIS OF DESIGN SPLICE KITS ARE 3M 15KV CLASS, TYPE QS4 INTEGRATED, INLINE COLD SHRINK

SPLICE KITS.

7. ALL NEW SECTIONALIZERS MUST BE 15KV, 600AMP, 3-WAY WITH DEADBREAK JUNCTIONS AND

CONNECTORS.

8. ALL EXISTING AND NEW EQUIPMENT IS 15KV CLASS, 600 AMP, 3-PHASE, 3-WIRE, GROUNDED. EXISTING

AND NEW MEDIUM VOLTAGE CABLE CONCENTRIC NEUTRAL SHIELD CONDUCTORS SERVE AS AN

EQUIPMENT GROUNDING CONDUCTOR BACK TO THE SUPPLYING SUBSTATION TRANSFORMER

NEUTRAL.

9. THE CONTRACTOR MUST HAVE A QUALIFIED REPRESENTATIVE FOLLOW THE GOVERNMENT'S

SWITCHING CREWS DURING ALL SWITCHING RELATED TO CONSTRUCTION IN ORDER TO INSTALL AND

REMOVE LOCKOUT/TAG-OUTS AND GROUNDING CABLES.

10. DE-ENERGIZED CABLES ARE TO BE TRACED (BY BOTH PHYSICAL AND ELECTRONIC MEANS) AND FIELD IDENTIFIED OVER THE ENTIRE LENGTH TO BE HANDLED BY THE CONTRACTOR. DO NOT HANDLE OR DISTURB ENERGIZED MEDIUM VOLTAGES CABLES WITHIN MANHOLES. ADVISE THE GOVERNMENT IF

ENERGIZED CABLES IMPACT THE WORK.

11. CABLES MUST BE TRACED (BY BOTH PHYSICAL AND ELECTRONIC MEANS) AND IDENTIFIED TO THE

SATISFACTION OF THE GOVERNMENT PRIOR TO CUTTING. CUTTING MUST BE MADE BY REMOTE

MEANS AND PERSONNEL MUST NOT BE WITHIN THE MANHOLE OR NEAR THE MANHOLE COVER

DURING CABLE CUTTING.

12. MAINTAIN VEHICLE AND PEDESTRIAN TRAFFIC DURING CONSTRUCTION WORK IN ACCORDANCE WITH FHWA PART II. PROVIDE DETOUR ROUTES, BARRICADES, WARNING SIGNS AND WARNING LIGHTS AS

REQUIRED. SUBMIT TRAFFIC PLANS FOR APPROVAL PRIOR TO IMPLEMENTING.

13. STC DIMENSIONS, CONCRETE PAD DIMENSIONS, AND CONDUIT STUB-UP LOCATIONS ARE

APPROXIMATE AND ARE TO BE VERIFIED AGAINST APPROVED SHOP SUBMITTALS WITH THE REQUIRED

DIMENSIONAL DATA. NO FIELD WORK WILL COMMENCE UNTIL THE APPROVED SHOP SUBMITTAL

DIMENSIONAL DATA IS AVAILABLE, AND NO CONCRETE WILL BE POURED UNTIL THE EXISTING FIELD

INSTALLATION IS CONFIRMED AGAINST THE APPROVED SHOP SUBMITTAL DIMENSIONAL DATA.

14. ALL EXCAVATIONS WILL REQUIRE AN ISSUED DIG PERMIT WHICH INCLUDES A UTILITY LOCATE SERVICE. ALL LOCATED AND SUSPECTED UTILITIES IN THE EXCAVATION AREA, INCLUDING EXISTING DUCT BANKS OR UNDERGROUND CONDUITS, MUST BE LOCATED BY HAND DIGGING METHODS PRIOR

TO PRIMARY EXCAVATIONS.

15. CONDUIT AND CABLE ROUTINGS ARE APPROXIMATE. ACTUAL ROUTING WILL ACCOUNT FOR FIELD

CONDITIONS AND BE DETERMINED BY THE CONTRACTOR.

16. CORE DRILL MANHOLE WALLS FOR INSTALLATION OF NEW DUCTS WHERE REQUIRED. INSPECT INTERIOR OF MANHOLE PRIOR TO CORE DRILLING AND IMMEDIATELY NOTIFY THE GOVERNMENT IF

CORE DRILLING IS REQUIRED DIRECTLY ABOVE ENERGIZED CABLES.

17. NEW CONDUCTORS ARE TO TAKE A “LOOPED” PATH AROUND THE MANHOLE FROM THE ENTRY DUCT

TO THE EXIT DUCT TO PROVIDE MAXIMUM CABLE LENGTH WITHIN THE MANHOLE. NOTIFY THE

GOVERNMENT WHERE EXISTING CONDITIONS PROHIBIT THIS AND INCLUDE MANHOLE INTERIOR

PICTURES AND SKETCHES DETAILING THE EXISTING CONDITIONS.

18. LEAVE ADEQUATE CONDUCTOR LENGTH AT NEW STC TERMINATIONS IN ORDER TO CHANGE

TERMINATION LOCATIONS IN THE EVENT PHASE ROTATION DOES NOT MATCH PREVIOUSLY

RECORDED EXISTING AND CABLES MUST BE RE-TERMINATED.

19. RACK, SECURE, AND FIRE-PROOF TAPE NEW MV CABLE WITHIN EXISTING MANHOLES. PROVIDE AND INSTALL UP TO TWO (2) RACKS AND FOUR (4) RACK ARMS PER MANHOLE AFFECTED BY THE PROJECT.

INSTALL NEW RACKS AND RACK ARMS ONLY IF REQUIRED.

20. LABEL ALL NEW AND EXISTING EQUIPMENT MODIFIED IN THIS PROJECT TO REFLECT FINAL CONFIGURATION AND IDENTIFICATION AS SHOWN ON SHEET E-003 USING TECH PRODUCTS MODEL

NO. HR25 OR APPROVED EQUAL, 2-1/2 INCH HIGH, HIGH REFLECTIVITY LETTER DECALS.

21. ALL STEEL MATERIALS MUST BE HOT DIPPED GALVANIZED. DO NOT ALLOW GALVANICALLY

INCOMPATIBLE STAINLESS STEEL, AND MILD STEEL TO CONTACT ONE ANOTHER.

22. THE GOVERNMENT RESERVES THE RIGHT TO WITNESS FIELD TESTING. PROVIDE THREE WORK-DAY

NOTICE FOR CABLE VLF TESTS AND STC TESTING.

23. UPON COMPLETION OF WORK IN MANHOLES PROVIDE MANHOLE SURVEY TO GOVERNMENT. SURVEY

MUST INCLUDE PHOTOGRAPHS OF ALL MANHOLE WALLS, CABLES, AND RACKS AND MANHOLE

SKETCHES WITH NUMBER OF DUCTS AND CABLE IDENTIFICATION. REFER TO SPECIFICATION 26 05

13.00 40.

ELECTRICAL GENERAL NOTES: CODE COMPLIANCE CRITERIA:

NFPA 70 NATIONAL ELECTRICAL CODE

IEE C2 NATIONAL ELECTRICAL SAFETY CODE

NFPA 70E STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE

UFC 3-501-01 UNIFIED FACILITIES CRITERIA, ELECTRICAL ENGINEERING

AFI 32-1062 AIR FORCE INSTRUCTION, ELECTRICAL SYSTEMS, POWER PLANTS AND

GENERATORS

29 CFR 1926 OSHA STANDARDS FOR CONSTRUCTION

FW FWEXISTING FIRE WATER LINE

EXISTING POTABLE WATER LINE

EXISTING ELECTRIC DUCTBANK

NEW ELECTRIC DUCTBANK

EXISTING FENCE LINE

OVERHEAD ELECTRIC LINE

EXISTING FORCE MAIN WATER LINE

EXISTING WATER LINE

EXISTING COMMUNICATIONS LINE

EXISTING NATURAL GAS LINE

EXISTING EFFLUENT LINE

EXISTING STORM DRAIN LINE

EXISTING FUEL MAIN GN2 LINE

EXISTING SANITARY SEWER LINE

ABANDONED IN PLACE LINE

ROADWAY CENTERLINE

POND

PROJECT BOUNDARY LINE

EXISTING CONTOURS

MATCHLINE

EXISTING FIRE HYDRANT

EXISTING COMMUNICATIONS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING SANITY SEWER MANHOLE

EXISTING CLEAN OUT

EXISTING LIGHT POLE

EXISTING CONCRETE BOLLARD

EXISTING CONCRETE POLE

EXISTING TREE

EXISTING ASPHALT

NEW ASPHALT

EXISTING CONCRETE

NEW CONCRETE

EXISTING GRAVEL

NEW CONDUIT TURN UP

EXISTING VALVE

VALVE CHECK

TEE ELBOW CONNECTION

NEW SECTIONALIZERS

EXISTING MONITORING WELL

W W

X X

E E

E EE E

OHE

AIP

EFF

G/N2

3-1/C THREE SINGLE CONDUCTOR CABLES

A AMPERE

AF AIR FORCE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

APPOX APPROXIMATE

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

CBL CABLE

CCAFS CAPE CANAVERAL AIR FORCE STATION

CJ CONTROL JOINT

CKT CIRCUIT

COMM COMMUNICATION

CSJ CONSTRUCTION JOINT

CT CURRENT TRANSFORMER

CU COPPER

CX COMPLEX

DEF DIESEL EXHAUST FLUID

DI DUCTILE IRON

DOC DELTA IV OPERATIONS CENTER

D/S DISCONNECT SWITCH

EDB ELECTRICAL DUCT BANK

EJ EXPANSION JOINT

EMT ELECTRO METALLIC TUBING

EOP EDGE OF PAVEMENT

EPO EMERGENCY POWER OFF

EPR ETHYLENE-PROPYLENE RUBBER

ERP ENVIRONMENTAL RESOURCE PERMIT

ESP ELECTRIC SERVICE PANEL

ET ELECTRIC TRANSFORMER

ETR EXISTING TO REMAIN

EW EACH WAY

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FHWA FEDERAL HIGHWAY ADMINISTRATION

FM FORCEMAIN

GEN / GENSET GENERATOR

GCP GENERATOR CONTROL PANEL

GCU GENERATOR CONTROL UNIT (SYNCHRONIZER)

GND GROUND

HH HANDHOLE

HZ HERTZ

IND INDUSTRIAL

KAIC THOUSAND AMPS INTERRUPTING CURRENT

KCMIL THOUSAND CIRCULAR MILLS

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

LBS LOAD BREAK SWITCH

LF LINEAR FEET

LS LIFT STATION

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MEG MATCH EXISTING GRADE

MH MANHOLE

MIN MINIMUM

MOC CIRCUIT BREAKER MECHANISM OPERATED CONTACT

MTL METAL

MV MEDIUM VOLTAGE

NAD 83 NORTH AMERICAN DATUM OF 1983

NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NSSB NORTH SUBSTATION B

NTS NOT TO SCALE

OC ON CENTER

OSHA OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION

P POLE

PH PHASE

PNL PANEL

PSI PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RGS RIGID GALVANIZED STEEL

RSC (GALVANIZED) RIGID STEEL CONDUIT

RWWTP REPAIR WASTER WATER TREATMENT PLANT

SCH SCHEDULE

SS SWITCH STATION

STC SECTIONALIZING TERMINAL CABINET

SWBD SWITCHBOARD

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITER'S LABORATORIES

USS UNIT SUBSTATION

V VOLT

VAC VOLTS ALTERNATING CURRENT

VCB VACUUM CIRCUIT BREAKER

VDC VOLTS DIRECT CURRENT

VFD VARIABLE FREQUENCY DRIVE

VT VOLTAGE TRANSFORMER (SAME AS PT-POTENTIAL TRANSFORMER)

W WATT

XFMR TRANSFORMER

ABBREVIATIONS:

SYMBOLS:

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

SECTION DETAIL BUBBLE

DETAIL REFERENCE LETTER

C-501 B

A C-501

DETAIL PLAN REFERENCE NUMBER

DRAWING WHERE SECTION IS REFERENCED

SPECIFIC NOTE

TYPICAL NOTE,

APPLICABLE TO ALL

OCCURRENCES

A DETAIL SYMBOL:

A=IDENTIFYING NUMBER

B=SHEET WHERE SECTION IS SHOWN

TYP

LBS-XXX

S S V V

EXISTING LOAD BREAK SWITCH (NUMBER OF SWITCHED WAYS VARIES)

S = SWITCHED WAY IDENTIFIER

V = PROTECTED WAY IDENTIFIER

NO = NORMALLY OPEN

15KV DEAD-FRONT ELBOW CONNECTOR AND BUSHING

15KV SPLICE

15KV LIVE-FRONT CONNECTION

GROUND

CIRCUIT BREAKER

EQUIPMENT TO BE REMOVED

EXISTING MANHOLE OR EQUIPMENT

DUCT BANK SECTION IN DIRECTION OF ARROWS

"#" CORRESPONDS TO INSTALLATION CABLE SCHEDULE ON SHEET E-003

"●" OTHER MV CABLE

"X" EMPTY DUCT

3-WAY SECTIONALIZING TERMINAL CABINET

STC-XXX

1 2 3

1. INSTALL NEW SECTIONALIZING TERMINAL CABINETS IN IDENTIFIED LOCATIONS. INSTALL NEW CONCRETE DUCTBANK FROM NEW SECTIONALIZING TERMINAL CABINETS TO EXISTING MANHOLES AS

INDICATED.

2. INSTALL NEW FEEDER 7N CONDUCTORS FROM NSSB TO SS-37 LBS-7N3 USING SPARE DUCT IN EXISTING

DUCT BANK TO GREATEST EXTENT PRACTICABLE.

3. COORDINATE WITH THE GOVERNMENT TO PERFORM MV SWITCHING TO DE-ENERGIZE FEEDER 7N AND

SUPPLY FEEDER 7N LOADS FROM SECONDARY FEEDERS:

A. CLOSE LBS-CPF3/1 TO SUPPLY DOWNSTREAM LOADS FROM SECONDARY FEEDER 3N.

B. CLOSE LBS-7N3/2 TO SUPPLY DOWNSTREAM LOADS FROM SECONDARY FEEDER 10N.

C. OPEN NSSB/7N, LBS-7N/1,2,4,6, LBS-CPF3/3 AND LBS-7N3/1 TO DE-ENERGIZE EXISTING FEEDER 7N.

4. DEMOLISH EXISTING FEEDER 7N CONDUCTOR SECTIONS AS REQUIRED TO INSTALL NEW FEEDER 7N

USING EXISTING DUCTS. REFER TO SHEETS E-701 AND E-705 FOR DETAILS.

5. TERMINATE NEW FEEDER 7N TO NSSB, LBS-7N1, LBS-3N4, LBS-CPF3, LBS-7N2, LBS-7N3 AND LBS-3N6.

6. NETA TEST NEW SECTIONALIZING TERMINAL CABINETS AND FEEDER 7N CONDUCTORS IN ACCORDANCE WITH SPECIFICATION SECTION 26 08 00. SUBMIT TEST RESULTS TO GOVERNMENT FOR APPROVAL.

7. COORDINATE WITH THE GOVERNMENT TO PERFORM SWITCHING TO ENERGIZE NEW FEEDER 7N AND

DE-ENERGIZE FEEDER 10N IN MH NE-15:

A. CLOSE NSSB/7N, LBS-7N/1,2,4,6, LBS-CPF3/3 AND LBS-7N3/1 TO ENERGIZE NEW FEEDER 7N.

B. OPEN LBS-CPF3/1 TO RESTORE LOADS TO NORMAL CONFIGURATION.

C. OPEN LBS-10N1/1 AND LBS-10N2/1 TO DE-ENERGIZE FEEDER 10N.

D. FEEDER 10N LOADS ARE SUPPLIED BY SECONDARY FEEDER 7N FROM LBS-7N3/2.

8. PERFORM NEW FEEDER 10N INSTALLATION:

A. CUT EXISTING FEEDER 10N IN MH NE-15 AND TERMINATE TO NEW STC-10N-1Z.

B. DEMOLISH EXISTING FEEDER 10N FROM MH NE-15 TO EXISTING SPLICE IN MH NE-14.

C. INSTALL NEW FEEDER 10N FROM NEW STC-10N-1Z TO EXISTING SPLICE IN MH NE-14.

9. COORDINATE WITH THE GOVERNMENT TO PERFORM SWITCHING TO ENERGIZE NEW FEEDER 10N AND

RESTORE ALL LOAD BREAK SWITCHES TO THEIR NORMAL CONFIGURATION.

10. DEMOLISH EXISTING FEEDER 7N CONDUCTORS. PERFORM MANHOLE SURVEYS TO DOCUMENT

AS-BUILT CONDITIONS.

SEQUENCE OF CONSTRUCTION:

$MWP

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

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SHEET

IDENTIFICATION

E N

S Q

R O

N , P

B, F L

C O

N O

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E-001

M .J

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O N

-X

X-

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N F

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M N

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O N

T D

Y N

NORTH SUBSTATION

NSSB

MH NE-2

MH NE-3

LBS-7N1LBS-3N4

MH NE-14

LBS-3N6

MH NE-18

MH NE-4

MH NE-1

MH NE-5

MH NE-6

MH NE-7

MH NE-15

FROM LBS-10N1/2

MH NE-16

MH NE-8 MH NE-8A

MH NE-8B

MH NE-9

MH NE-10

MH NE-11

MH NE-12

MH NE-13

TO XFMR CSI1

FROM LBS-3N3/2

TO XFMR SPC6

TO LBS-CPF1/1

TO LBS-3N5/1

TO LBS-10N2/1

MH NE-17

TO LBS-3N8/1

FROM LBS-3N5/2

MH NE-19

MH NE-20

MH-2347

LBS-CPF3

FROM LBS-CPF2MH-2186

MH-2066

TO XFMR C-CPB-E

TO USS CTC

MH-2068

MH-2060 MH-2102 MH-2029

MH-2310

MH-2193

MH-2100

MH NE-21MH NE-22MH NE-23MH NE-24MH NE-25MH NE-26MH NE-27MH-2253MH-2273MH-2327MH-2329

LBS-7N2SWITCH STATION 37

LBS-7N3

TO LBS-10N2/2

TO LBS-W65IG/1 TO XMFR SS37

TO LBS-7N4/1

MH-2328

2 3

1 2 3

4 5 6

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IDENTIFICATION

E N

S Q

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B, F L

C O

N O

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ED-002

N S

G R

M .J

O H

M .G

O N

-X

X-

N D

N F

R O

M N

O R

O N

T D

Y N

1. COORDINATE CONSTRUCTION ACTIVITIES TO MINIMIZE OUTAGES TO

DOWNSTREAM FACILITIES. REFER TO SHEET E-001 FOR GENERAL

SEQUENCE OF CONSTRUCTION.

2. REFER TO ENLARGED UTILITY PLANS IN SHEETS E-401 THROUGH E-409 FOR

EQUIPMENT LOCATIONS AND CABLE LENGTHS.

3. REFER TO ELECTRICAL MANHOLE LAYOUTS ON SHEETS E-701 THROUGH

E-711 FOR MANHOLE CONFIGURATION, CABLES AND CONDUIT ROUTING

INFORMATION.

4. DEMOLISH EXISTING FEEDER 7N TO EXTENTS INDICATED. ALL EXISTING

DUCTS, MANHOLE ACCESSORIES, AND DUCTBANKS TO REMAIN.

5. CUT EXISTING FEEDER 10N SPLICE IN MH-14, PULL BACK ENOUGH LENGTH

OF EXISTING CONDUCTORS TO MH-15 TO TERMINATE TO NEW STC-10N-1Z

USING NEW CONCRETE DUCT BANK, REFER TO INSTALLATION SINGLE-LINE

DIAGRAM ON SHEET E-003. DEMOLISH EXCESS CONDUCTORS BETWEEN

MH-14 AND MH-15.

SPECIFIC NOTES:

DEMOLITION CABLE SCHEDULE

ID FROM TO

1 NORTH SUBSTATION LBS-7N1/1

2 LBS-7N1/2 LBS-7N2/1

3 LBS-7N1/3 LBS-3N4/3

4 LBS-7N1/4 LBS-CPF/3

5 LBS-7N1/6 LBS-3N6/5

6 LBS-7N2/2 LBS-7N3/1

7 MH NE-14 MH NE-15

SCALE:

DEMOLITION SINGLE LINE DIAGRAM

NTS

NORTH SUBSTATION

NSSB

MH NE-2

MH NE-3

LBS-7N1LBS-3N4

MH NE-14

LBS-3N6

MH NE-18

STC-7N-6Z

MH NE-4

STC-7N-1Z

MH NE-1

MH NE-5

MH NE-6

MH NE-7

STC-7N-2Z

STC-7N-5Z

MH NE-15

STC-7N-7Z

STC-10N-1Z

FROM LBS-10N1/2

MH NE-16

MH NE-8 MH NE-8A

MH NE-8B

STC-7N-3Z

MH NE-9

MH NE-10

MH NE-11

STC-7N-4Z

MH NE-12

MH NE-13

TO XFMR CSI1

FROM LBS-3N3/2

TO XFMR SPC6

TO LBS-CPF1/1

TO LBS-3N5/1

TO LBS-10N2/1

MH NE-17

TO LBS-3N8/1

FROM LBS-3N5/2

MH NE-19

MH NE-20

MH-2347

LBS-CPF3

FROM LBS-CPF2MH-2186

MH-2066

TO XFMR C-CPB-E

TO USS CTC

MH-2068

MH-2060 MH-2102 MH-2029

MH-2310

MH-2193

MH-2100

MH NE-21MH NE-22MH NE-23MH NE-24MH NE-25MH NE-26MH NE-27MH-2329

STC-7N-8ZSTC-7N-9Z

LBS-7N2SWITCH STATION 37

LBS-7N3

TO LBS-10N2/2

TO LBS-W65IG/1 TO XMFR SS37

TO LBS-7N4/1

MH-2253MH-2273MH-2327MH-2328

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N , P

B, F L

C O

N O

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D -0

C H

Ne ls on En gi ne er in gCo rh od es b rit

E-003

N S

-L

G R

M .J

O H

M .G

O N

-X

X-

N D

N F

R O

M N

O R

O N

T D

Y N

1. INSTALLATION SINGLE LINE DIAGRAM SCHEMATICALLY REPRESENTS FINAL

SYSTEM CONFIGURATION. REFER TO ENLARGED UTILITY PLAN SHEETS E-401

THROUGH E-409 FOR FEEDER ROUTING AND EQUIPMENT LOCATION

INFORMATION.

2. COORDINATE CONSTRUCTION ACTIVITIES TO MINIMIZE OUTAGES TO

DOWNSTREAM FACILITIES. REFER TO SHEET E-001 FOR GENERAL

SEQUENCE OF CONSTRUCTION.

3. REFER TO GENERAL NOTES SHEET E-001 FOR NEW EQUIPMENT AND SPLICE

INFORMATION.

4. REFER TO ELECTRICAL MANHOLE LAYOUTS ON SHEETS E-701 THROUGH

E-711 FOR MANHOLE CONFIGURATION, CABLES AND CONDUIT ROUTING

INFORMATION.

5. PARTIAL SINGLE LINE DIAGRAM OF FEEDER 10N SHOWN FOR CLARITY.

6. INSTALL NEW FEEDER SECTIONS AS INDICATED. ALL NEW MEDIUM VOLTAGE

FEEDERS ARE 3-1/C, 350KCMIL, 15KV, COPPER CONDUCTORS WITH 1/3

CONCENTRIC NEUTRAL AND 133%, TYPE EPR INSULATION.

7. ALL NEW UNDERGROUND DUCTS ARE 6-INCH TRADE SIZE CONCRETE

ENCASED TYPE EB PVC UNLESS OTHERWISE INDICATED. REFER TO SHEETS

E-401 THROUGH E-409 FOR LOCATIONS OF NEW DUCT BANKS, AND TO

SHEET E-502 FOR DUCT BANK DETAILS.

8. ALL FEEDER LENGTHS PROVIDED ARE ESTIMATED. CONTRACTOR IS

RESPONSIBLE FOR FIELD VERIFYING DISTANCES BETWEEN MANHOLES AND

ALL NEW AND EXISTING EQUIPMENT LOCATIONS PRIOR TO PROCURING MV

CABLES TO ENSURE ALL NEW MV CABLES ARE INSTALLED WITH

CONTINUOUS RUNS WITHOUT SPLICES UNLESS OTHERWISE INDICATED OR

NECESSARY BASED ON FIELD CONDITIONS.

SPECIFIC NOTES:

SCALE:

INSTALLATION SINGLE LINE DIAGRAM

NTS

INSTALLATION CABLE SCHEDULE

ID FROM TO

ESTIMATED

LENGTH (LFT)

1 NORTH SUBSTATION STC-7N-1Z/1 1,330

2 STC-7N-1Z/2 STC-7N-2Z/1 1,401

3 STC-7N-2Z/2 STC-7N-3Z/1 1,280

4 STC-7N-3Z/2 STC-7N-4Z/1 1,515

5 STC-7N-4Z/2 LBS-7N1/1 1,035

6 LBS-7N1/3 LBS-3N4/3 50

7 LBS-7N1/4 LBS-CPF3/3 1,110

8 LBS-7N1/6 STC-7N-5Z/1 1,040

9 STC-7N-5Z/2 LBS-3N6/5 1,330

10 LBS-7N1/2 STC-7N-6Z/1 1,543

11 STC-7N-6Z/2 STC-7N-7Z/1 1,347

12 STC-7N-7Z/2 STC-7N-8Z/1 1,543

13 STC-7N-8Z/2 STC-7N-9Z/1 1,511

14 STC-7N-9Z/2 LBS-7N2/1 885

15 LBS-7N2/2 LBS-7N3/1 1,602

16 FEEDER 10N SPLICE IN

MH NE-14 STC-10N-1Z/1 520

17 STC-10N-1Z/2 FEEDER 10N SPLICE

IN MH NE-16

X X

X X X

X X

G /N

G/N2 G/N2 G/N2 G/N2

G /N

N G

G/N2

2x2x6x6

M H-137

2x2x6x6

M H-277

3x2x6x6

M H-455

4x7.5x7

M H-3001

2x2x6x6

M H-280

2x2x6x6

M H-279

2x2x5x6

M H-463

2x2x6x6

M H-99

3x2x6x6

M H-569

4x7.5x7

M H-1005

4x7.5x7

M H-1003

4x7.5x7

M H-418

5x8.5x7

M H-94

3x2x6x6

H-570-AIP

4x7.5x7

H-573-AIP

3x2x6x6

M H-567

3x2x6x6

M H-459

2x2x6x6

M H-132

4x4x4

HH-1006A

4x4x4

HH-1006B

3x2x6x6

M H-452

4x7.5x7

M H-98A

3x2x6x6

M H-568

4x7.5x7

M H-1007

4x7.5x7

M H-3003

4x7.5x7

M H-609

4x7.5x7

M H-464

3x2x6x6

M H-453

3x2x6x6

M H-93

4x7.5x7

M H-3002

6x2x6x16

M H-456F

4x7.5x7

M H-129

4x4x6x6

M H-456D

4x7.5x7

HH-456J

3x2x6x6

M H-450

4x9x8

M H-611

2x2x6x6

M H-456

2x2x6x6

M H-98B

2x2x6x6

M H-461

4x7.5x7

M H-607

4x7.5x7

M H-635

6x26x6

M H-138

4x7.5x7

M H-3004

3x2x6x6

M H-465

5x10.5x7

M H-99A

4x7.5x7.5

M H-139

4x7.5x7

M H-608

4x7.5x7

M H-1009

4x7.5x7

M H-610

2x2x6x6

M H-133

6x12x7

H-606HB

3x8x5x3x5x6

M H-450A

4x7.5x7

M H-1004

4x4x4

HH-93A

2x2x6x6

M H-276

4x4x4

HH-285A

3x2x6x6

M H-454

4x9x6

M H-612

3x2x6x6

M H-451

2x6x4x16

M H-456G

2x2x6x6

M H-283

4x7.5x7

M H-634

2x2x6x6

M H-98

4x7.5x7

H-572-AIP

2x2x6x6

M H-285

4x9x8

M H-633

2x2x6x6

M H-134

4x9x7

M H-613A

4x7.5x7

H-575-AIP

4x7x7

M H-130

2x2x6x6

M H-278

2x2x6x6

M H-281

2x2x6x6

M H-460

4x7.5x7

M H-636

2x2x6x6

M H-136

4x7.5x7

M H-637

3x2x6x6

M H-458

4x4x4

HH-285B

4x7.5x7

M H-1006

2x2x6x6

M H-131

4x7x7

M H-462

2x2x6x6

M H-135

2x2x6x6

M H-282

4x7.5x7

M H-606

4x4x6x6

M H-456C

4x7.5x7

M H-1008

4x4x6x6

M H-456A

4x7.5x7

H-606HA

2x2x6x6

M H-457

4x7.5x7

M H-275

5x2x6x16

M H-456H

4x4x6x6

M H-456B

4x7.5x7

M H-274

4x7.5x7

H-576-AIP

4x7.5x7

M H-3000

6x2x6x16

M H-456E

4x7.5x7.5

M H-3005

9x9x8

M H-613

2x2x6x6

M H-284

3x2x6x6

M H-449

C C

CC C C

C C

E E

3756A

OOD

T21W

OOD

F55A2IF

OOD

T25CONCRETE

F57W

OOD

F55A1F

OOD

F54I

CONCRETE

T22W

OOD

F55W

OOD

T19W

OOD

T20A W

OOD

T23W

OOD

F56W

OOD

F551A

OOD

F551 W

OOD

T19A

CONCRETE

F53W

OOD

T24W

OOD

E E

C C

C E

E E

N G

ABANDONED

10 AC

ABANDONED

TBD AC

ABANDONED

TBD AC

FIRETBD TBD

MAIN6 AC

FIRE12 AC

MAIN6 DI

SERVICE

TBD TBD

ABANDONED

2 TBD

SERVICE

4 PVC

MAIN6 DI

MAIN6 AC

MAIN6 PVC

MAIN4 PVC

SERVICE

4 PVC

SERVICE

2 TBD

FIRE6 AC

MAIN4 TBD

SERVICE

6 S

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

8 AC

SERVICE

TBD TBD

SERVICE

6 PVC

ABANDONED

TBD TBD

FIRE6 TBD

FIRETBD TBD

FIRE6 TBD

MAINTBD TBD

ABANDONED

TBD TBD

SERVICE

4 TBD

MAINTBD TBD

SERVICE

TBD TBD

SERVICE

2 S

FIRETBD TBD

MAIN6 CASTIRON

ABANDONED

2 CASTIRON

SERVICE4 AC

ABANDONED

TBD TBD

MAIN6 TBD

SERVICE

2 CASTIRON

SERVICETBD TBD

SERVICE

TBD CASTIRON

ABANDONED

4 CASTIRON

MAIN6 AC

SERVICE

1 PVC

MAIN12 PVC

ABANDONED

10 AC

SERVICE

TBD TBD

MAIN6 DI

SERVICE

4 TBD

FIRE6 TBD

MAIN6 TBD

MAIN10 AC

ABANDONED

8 AC

MAIN6 DI

MAIN1 PVC

MAIN6 TBD

MAIN6 DI

FIRE6 TBD

MAIN6 DI

FIRE6 CASTIRON

SERVICE

TBD TBD

MAINTBD TBD

ABANDONED

10 AC

MAIN12 AC

MAIN8 AC

MAIN8 PVC

MAINTBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

8 TBD

ABANDONED

TBD TBD

ABANDONED

TBD TBD

ABANDONED

6 DI

FIRE6 TBD

FIRE12 AC

FIRE10 DI

FIRE6 DI

FIRETBD TBD

FIRE6 DI

FIRE12 AC

MAIN4 PVC

MAIN6 PVC

SERVICE2 S

MAIN6 TBD

FIRE6 TBD

FIRE12 AC

MAIN12 AC

MAINTBD TBD

MAIN6 DI

MAIN6 TBD

MAIN6 DI

SERVICE3 TBD

MAIN12 TBD

MAIN6 TBD

MAIN6 DI

MAIN6 TBD

MAIN6 DI

MAIN10 AC

MAIN6 TBD

MAIN10 AC

MAIN6 PVC

MAIN2 PVC

SERVICE2 PVC

SERVICE

2 PVC

SERVICE

2 PVC

SERVICE

2 PVC

SERVICE2 PVC

SERVICE

2 PVC

SERVICE2 PVC

SERVICE

2 PVC

SERVICE2 PVC

MAINTBD PVC

MAIN10 AC

MAIN6 DI

SERVICE1 PVC

MAIN6 CASTIRON

SERVICE

6 CASTIRON

SERVICE4 CASTIRON

MAIN4 CASTIRON

MAIN8 AC

MAIN6 AC

MAIN4 AC

SERVICE4 AC

SERVICE4 CASTIRON

SERVICE

4 CASTIRON

MAIN4 CASTIRON

FIRETBD TBD

MAINTBD TBD

MAIN8 AC

SERVICE

TBD TBD

MAINTBD TBD

MAIN4 CASTIRON

SERVICE4 CASTIRON

MAINTBD TBD

SERVICE

TBD PVC

SERVICETBD PVC

MAINTBD PVC

MAIN6 AC

MAIN8 PVC

MAIN6 AC

MAIN6 PVC

SERVICE2.5 PVC

MAIN8 PVC

MAIN4 TBD

MAIN6 AC

MAINTBD TBD

SERVICE

TBD TBD

MAIN6 AC

MAIN6 TBD

MAIN6 AC

SERVICE2 AC

SERVICE

TBD TBD

SERVICETBD TBD

SERVICE

TBD TBD

MAIN16 AC

FIRE12 AC

MAINTBD TBD

MAIN6 TBD

MAIN16 AC

MAIN6 AC

MAIN14 AC

MAIN6 AC

ABANDONED

8 AC

MAIN6 TBD

MAINTBD TBD

SERVICETBD TBD

SERVICE

4 DI

MAIN8 DI

AIP

W W

AIP

FW FW

W W W W W

TEE

CAP

TEE

CAP

TEE

CAP

TEE

CAP

TEE

HYDRANT

HN-41-01

HYDRANT

HI-25-06

HYDRANT

HI-25-09

HYDRANTHI-21-04

HYDRANTHN-03-01

HYDRANTHN-03-08

HYDRANT

HN-29-01

HYDRANT

HN-29-03

HYDRANT

HN-03-05

HYDRANT

HN-30-02

HYDRANTHI-21-03

HYDRANT

HN-04-01

HYDRANTHI-25-03

HYDRANT

HN-30-04

HYDRANTHN-03-02

HYDRANT

HI-24-02

HYDRANTHI-25-01

HYDRANTHI-25-08

HYDRANT

HI-25-02

HYDRANT

HN-13-01

HYDRANT

HN-03-03

HYDRANT

HN-03-06

HYDRANTHN-23-01

HYDRANT

HI-25-07

HYDRANT

HN-30-03

HYDRANTHN-20-01

HYDRANTHN-04-02

HYDRANTHI-21-07

HYDRANTHN-30-01

HYDRANT

HI-24-01

HYDRANTHI-24-04

HYDRANTHI-21-08

HYDRANT

HN-19-01

HYDRANT

KSC

HYDRANT

HI-21-05

HYDRANTHI-25-04

HYDRANT

HI-21-01

HYDRANTHN-23-03

HYDRANT

HI-29-01

HYDRANT

HI-29-02

HYDRANT

HN-23-02

HYDRANT

HN-41-02

HYDRANT

HN-32-01

HYDRANT

HN-03-09

HYDRANT

HN-03-04

HYDRANTHI-25-05

METER

PUMP38830 FIRE PUMP

PUMP54939 BOOSTER PUMP STATION

REDUCER

TEE

HYDRANT

HI-23-01

REDUCER

TEE

HYDRANT

HI-24-05

HYDRANTHI-24-06

HYDRANT

HI-30-01

HYDRANT

HN-30-05

HYDRANTHN-32-02

HYDRANT

HI-21-02

SERVICE1 TBD

MAIN10 TBD

TEECAP

MAIN3 TBD

TEEMAIN3/4 TBD

SERVICE3/4 TBD

MAIN10 TBD

CAP TEE

MAIN6 TBD

TEETEE

MAIN2 TBD

SERVICE2 TBD

MAIN10 TBD

CROSS

FIRE_CONNECT

TEE TEE

MAIN8 TBD

TEE

MAIN6 TBD

MAIN10 TBD

MAIN4 TBD

TEE

MAIN2 TBD

SERVICE

2 TBD

TEE

MAIN4 TBD

TEE

SERVICE

2 TBD

SERVICE

3/4 TBD

SERVICE

1 TBD

TEE

MAIN10 TBD

TEE

SERVICE2 TBD

MAIN2 TBD

MAIN6 DI

TEE

HYDRANTHN-03-07

TEE CAP

TEE

MAIN6 TBD

MAIN10 TBD

MAIN3/4 TBD

SERVICE3/4 TBD

TEEMAIN3 TBD

MAIN12 TBD

TEE

ABANDONED

AIP

EFF

AIP

AIP AIP

AIP

FMEFF

FM FM

EFF EFF EFFFM FM FM FM

S S

COCO

FMFMFMFM

E E

1. REFER TO GENERAL NOTES SHEET E-001 FOR NEW STC EQUIPMENT

INFORMATION AND SHEET E-003 FOR CABLE AND CONDUIT INFORMATION.

2. REFER TO CABLE SCHEDULE ON SHEET E-003 FOR FEEDER AND CONDUIT

INFORMATION, ROUTING, AND ESTIMATED LENGTHS FOR ALL NEW FEEDER

SECTIONS.

3. REFER TO DEMOLITION AND INSTALLATION SINGLE-LINE DIAGRAMS ON

SHEETS E-002 AND E-003 FOR CONFIGURATION INFORMATION.

4. REFER TO ELECTRICAL MANHOLE LAYOUTS ON SHEETS E-701 THROUGH E-711

FOR MANHOLE CONFIGURATION AND FEEDER ROUTING INFORMATION.

5. REFER TO SHEETS E-501 AND E-502 FOR ELECTRICAL AND CIVIL INSTALLATION

DETAILS.

SPECIFIC NOTES:

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N , P

B, F L

C O

N O

-1 8-

D -0

C H

Ne ls on En gi ne er in gCo rh od es b rit

E-101

M .J

O H

M .G

O N

-X

X-

N D

N F

R O

M N

O R

O N

T D

Y N

0 150 300 600

1"=300'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

ELECTRICAL SITE PLAN

1" = 300'

MH NE-1

MH NE-2

MH NE-3

MH NE-4 MH NE-5 MH NE-6 MH NE-7

MH NE-8

MH NE-8A

MH NE-8B MH NE-9

MH NE-10

MH NE-11

MH NE-12 MH NE-13 MH NE-14 MH NE-15 MH NE-16 MH NE-17

MH NE-18 MH NE-19

MH NE-20

MH NE-21

MH NE-22

MH NE-23

MH NE-24

MH NE-25

MH NE-26

MH NE-27

MH-2253

MH-2273

MH-2329

MH-2327

NEW SECTIONALIZER

STC-7N-2Z

NEW SECTIONALIZER

STC-7N-1Z

NEW SECTIONALIZER

STC-7N-3Z

NEW

SECTIONALIZER

STC-7N-4Z

NEW SECTIONALIZER

STC-7N-5Z

NEW SECTIONALIZER

STC-7N-8Z

NEW SECTIONALIZER

STC-7N-9Z

E-401 A

E-401 B

E-402 C

E-402 D

E-402 E

E-403 G

E-403 H

E-404 J

E-404 K

E-404 L

E-405 M

E-405 N

E-406 R

E-407 W

E-408 Z

E-405 P

E-406 T

E-406 U

E-407 V

E-407 Y

CAPE ROAD

I R O

R O

FREEDOM ROADHANGAR ROAD

SCRUB J ROAD

BEACH ROAD

E-403 F

R Y

R O

NORTH SUBSTATION

SWITCH STATION 37

LBS-7N3

NEW SECTIONALIZER

STC-7N-6Z NEW SECTIONALIZER

STC-7N-7ZNEW SECTIONALIZER

STC-10N-1Z

LBS-7N1

LBS-3N4

LBS-3N6

LBS-7N2

MH-2328

MH-2347

X X X X X

X X

XXXXXX

X X

N G

ST ST ST ST ST ST ST ST ST ST ST ST ST

C C

C C C CC C C C CC C C

C C

O H

E O H

E E E E E E E

MAIN6 PVC

SERVICE

TBD TBD

SERVICE

TBD TBD

AINTBD TBDW

W W

TEE

HYDRANT

HI-24-04

FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM

SSSSSSSS

SS SS SS SS SS SS

SS SS

AIP

AIPAIP

AIP

AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP

E E

ST ST ST ST ST ST ST

C C C C C C C C C C C C C C

E E E E E E E E E E E E E E E E

SERVICE

1 PVC

MAIN

8 PVC

MAIN6 AC

AIN

8 PVC

W W

TEE

HYDRANT

HI-25-01

HYDRANT

HI-24-01

FMFM FM FM FM FM

SSSSSS

SS SS SS SS SS SS SS SS

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

SS SS

SS SS SS

AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP AIP

AIP

7.00

7.00 8.00

6.00

7.00

E E

2 3

1 2 3

4 5 6

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N , P

B, F L

C O

N O

-1 8-

D -0

C H

Ne ls on En gi ne er in gCo rh od es b rit

E-401

R G

S I

M .J

O H

N G

R E

M .G

O N

-X

X-

N D

N F

R O

M N

O R

O N

T D

Y N

KEY PLAN

0 15 30 60

1"=30'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

ELECTRICAL ENLARGED UTILITY PLAN

1" = 30' A

E-101

SCALE:

ELECTRICAL ENLARGED UTILITY PLAN

1" = 30' B

E-101

C H

/E -4

C H

/E -4

C H

/E -4

SCRUB J ROAD

NORTH SUBSTATION

MH NE-1

MH NE-2

MH NE-3

SCRUB J ROAD

U N

C C

R O

MH NE-4

R Y

R O

NORTH T2

60306

60302

60305

NORTH T1

1. REFER TO GENERAL NOTES SHEET E-001 FOR NEW STC EQUIPMENT

INFORMATION.

2. REFER TO CABLE SCHEDULE ON SHEET E-003 FOR FEEDER AND CONDUIT

INFORMATION, ROUTING, AND ESTIMATED LENGTHS FOR ALL NEW FEEDER

SECTIONS.

3. REFER TO DEMOLITION AND INSTALLATION SINGLE-LINE DIAGRAMS…

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File details come from the government source that posted it. Updated May 5, 2022.