Attachment_A_-_Schematics.pdf

Attachment A – Schematics

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

A

S

B

U

I

L

T

TITLE SHEET &

PROJECT DATA

T-1

FL-P001

3300 NW 32ND AVE

MIAMI, FL 33142

2TITLE SHEET & PROJECT DATA

OVERALL SITE PLANC-1

E-2

EQUIPMENT DETAILSD-1

T-1

THIS SITE IS LOCATED IN FLOOD ZONE "AE".

AREA DETERMINED TO BE INSIDE THE 100-YEAR FLOOD

PLAIN WITH A BASE FLOOD ELEVATION OF 8 FT.

PERMITTING JURISDICTION:

OCCUPANCY:

OCCUPANT LOAD:

MIAMI-DADE COUNTY

GROUP U

2 (SEE SHEET C-4)

SITE

SITE

FPL

POWER COMPANY:

COUNTY:

MIAMI-DADE

MIAMI-DADE COUNTY

PROPERTY OWNER:

LEAD CIVIL ENGINEER:

CHRIS ZERR

(913) 458-2792

ZERRC@BV.COM

LOCATION MAPAREA MAP PROJECT DESCRIPTIONSITE INFORMATION

CONTRACTOR NOTE

CONTRACTOR SHALL COMPLETE INSTALLED PER THE SIGNED

AND THE SEALED SET OF DRAWINGS. ANY NECESSARY

DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED

THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR

AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A

DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS.

CALL BEFORE YOU DIG ENGINEER OF RECORDDO NOT SCALE DRAWINGS

CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &

CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE

ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING

WITH THE WORK.

ZONING INFORMATION

FLOOD HAZARD AREA NOTE

APPLICABLE CODES

FOR REFERENCE ONLY DRAWINGS

SHEET NO:

DRAWING INDEX

SHEET TITLE

REV

NO:

EQUIPMENT DETAILSD-2

CENTRAL FACILITY

INSTALLATION OF ELECTRIC BUS CHARGING EQUIPMENT

ELECTRICAL PLAN

E-4 ELECTRICAL DETAILS

ENLARGED SITE PLAN

C-2

ELECTRICAL DETAILS

GROUNDING DETAILSG-1

TAYLOR MURPHY

PE # 82722

BLACK & VEATCH CORPORATION

CIVIL

E-2.1

SINGLE LINE DIAGRAM

3300 NW 32ND AVE

MIAMI, FL 33142

SITE ADDRESS:

SITE ELEVATIONS

C-3

· INSTALLED (24) PROTERRA 120KW POWER UNITS

· INSTALLED (24) PROTERRA CHARGING DISPENSERS

· INSTALLED (2) UTILITY TRANSFORMERS

· INSTALLED (2) 2500 AMP SWITCHBOARDS

· INSTALLED (1) INDOOR PROTERRA 120KW POWER UNIT

· INSTALLED (1) INDOOR PROTERRA 120KW CHARGING

DISPENSER

C-5

DEMOLITION SITE PLAN

PROPERTY SURVEY

UTILITY PLAN

LEAD ELECTRICAL ENGINEER:

GREG KRUG

(913) 458-2881

KRUGGD@BV.COM

GENERAL NOTES 1GN-1

GENERAL NOTES 2GN-2

GENERAL NOTES 3GN-3

RYAN R. BINKLEY

PE # 89014

BLACK & VEATCH CORPORATION

ELECTRICAL

ALL WORK SHALL COMPLY WITH THE FOLLOWING

APPLICABLE CODES:

2020 FLORIDA BUILDING CODE

2020 FLORIDA STRUCTURAL CODE

2020 FLORIDA PLUMBING CODE

2020 FLORIDA MECHANICAL CODE

2017 NATIONAL ELECTRICAL CODE

FLORIDA FIRE PREVENTION CODE

ADAAG (FLORIDA STATE ACCESSIBILITY CODE)

IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE

SHALL PREVAIL

UNDERGROUND SERVICE ALERT

UTILITY NOTIFICATION CENTER OF FLORIDA

811 OR 1-800-432-4770

3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION

CONTRACTOR MUST ALSO COORDINATE WITH DTPW ROW BEFORE EXCAVATING THE AREA

E-3

SINGLE LINE DIAGRAM

FOLIO NUMBER:

LATITUDE (NAD83):

25° 48' 18.6" N

25.805158°

LONGITUDE (NAD83):

80° 14' 57.8" W

-80.249398°

30-2128-031-0010

C-4 ENLARGED EQUIPMENT PLAN

E-1

BUS ROUTE PLANC-6

GRADING PLANC-7

POWER UNIT & DC CHARGING POST LENGTHE-1.1

OVERALL SITE PLANC-1.1

EQUIPMENT DETAILSD-3

E-2.2 ELECTRICAL PLAN & ONE LINE DIAGRAM

EQUIPMENT COMMUNICATION PLANC-4.1 2

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

GENERAL NOTES 1

GN-1

GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT.

ELECTRICAL NOTES

ELECTRICAL NOTES CONT.

1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY

GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH)

CONTRACTOR: (CONSTRUCTION) (TBD) (MUST BE LICENSED IN THE STATE OF FLORIDA)

OWNER: PROTERRA

2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.

3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH

ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT

DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE

ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF

WORK.

4. ALL MATERIALS FURNISHED AND INSTALLEDED MUST COMPLY TO THE BUY AMERICA ACT .

SELECTED CONTRACTOR TO PROVIDE BUY AMERICA CERTIFICATION LETTER AND SHALL BE IN

STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,

ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY

REGARDING THE PERFORMANCE OF WORK.

5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY

COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND

APPLICABLE REGULATIONS. FLORIDA BUILDING CODE - LATEST EDITION.

6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED

ON THE DRAWINGS.

7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE

ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS

OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.

THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS

REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT

JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF

WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.

8. THE CONTRACTOR SHALL INSTALLED ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.

9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLEDED AS SHOWN ON THESE DRAWINGS, THE

CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLEDATION SPACE FOR APPROVAL BY

DTPW AND THE ENGINEER PRIOR TO PROCEEDING.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,

ADJACENT AREAS, AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE

WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE

LOCAL JURISDICTION. THIS IS A WORKING FACILITY (24-7) AND ON GOING BUS OPERATIONS

CANNOT BE IMPACTED. CLOSE COORDINATION IS REQUIRED. ANY POWER OUTRAGES MUST BE

APPROVED AT LEAST 2 WEEKS IN ADVANCED.

11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH

OTHER DISCIPLINES.

12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED

WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICES.

13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE

SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.

CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT

DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48

HOURS PRIOR TO COMMENCEMENT OF WORK.

15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,

LANDSCAPING, AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE OWNER.

16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF

CONSTRUCTION.

17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND

CONTRACTORS TO THE SITE AND/OR BUILDING.

18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE

DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.

19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF

PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.

20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT

LESS THAN A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF

WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.

21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE

PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,

SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY

THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE

CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL

INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL

SAFETY, AND D) TRENCHING & EXCAVATION.

22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR

OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF

THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER

AND/OR LOCAL UTILITIES.

23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE

EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO

PREVENT EROSION.

24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.

EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN

CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT

CONTROL.

25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN

MATERIALS, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95

PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT

STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL

BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL

JURISDICTION.

27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.

28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND

OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION

OF CONSTRUCTION AND PRIOR TO PAYMENT.

29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL

CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.

30. THE CONTRACTOR SHALL LEAVE THE PREMISES IN A CLEAN CONDITION.

31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR

SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).

32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.

33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS

REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY

THE GENERAL CONTRACTOR IMMEDIATELY.

34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.

35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR

DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF

ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.

36. ALL WORK MUST COMPLY WITH FBC 2017 - LATEST EDITION (6TH)

1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALLED ANY/ALL ELECTRICAL WORK

INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL

APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH

THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AS SOON AS

POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT

PORTION OF WORK, UNTIL THE CONSTRUCTION MANAGER HAS DIRECTED THE CORRECTIVE

ACTIONS TO BE TAKEN.

2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH

ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLEDATION AND

MAKE PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE

CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS

PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY

FOR A COMPLETE AND WORKING SYSTEM. PLEASE COORDINATE AND SCHEDULE SITE VISITS IN

ADVANCE. APPROVAL IS REQUIRED BY THE OFFICE OF SAFETY AND SECURITY.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND

ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION

AND SHALL INCLUDE BUT NOT BE LIMITED TO:

A. UL - UNDERWRITERS LABORATORIES

B. NEC - NATIONAL ELECTRICAL CODE

C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT

E. SBC - STANDARD BUILDING CODE

F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT

LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND

LOCATIONS WHEN NEEDED.

5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT

WRITTEN PERMISSION OF THE OWNER. THIS IS A WORKING FACILITY (24-7) AND ON GOING BUS

OPERATIONS CANNOT BE IMPACTED. CLOSE COORDINATION IS REQUIRED. ANY POWER

OUTRAGES MUST BE APPROVED AT LEAST 2 WEEKS IN ADVANCED.

6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE

CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK

BEGINNING OR ORDERING THE EQUIPMENT.

7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES

THAT THE CONTRACTOR SHALL FURNISH AND INSTALLED.

8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS

SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED

DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO

THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.

9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE

(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.

10. ALL (THWN-2) WIRING INSTALLEDATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS.

11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.

CONTRACTOR IS EXPECTED TO FURNISH AND INSTALLED ALL ITEMS FOR A COMPLETE

ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN

PROPER WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS

OTHERWISE DIRECTED.

12. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND

SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.

13. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE

PROGRESS OF CONSTRUCTION.

14. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A

PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.

15. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE

AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE

INSTALLEDATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.

16. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION

AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.

17. PROVIDE AND INSTALLED CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND

DEVICES FOR ALL OUTLETS AS INDICATED.

18. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND

INSTALLEDED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND

COMPACTION. REFER TO GENERAL SITE WORK NOTES.

19. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE

NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED

THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.

20. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF

ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY

THE CONSTRUCTION MANAGER PRIOR TO INSTALLEDATION.

21. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL

CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND

PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL

ACCEPTANCE.

22. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN

DIRECTORIES.

23. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK

ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.

24. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL

BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY

IDEAL INDUSTIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM &

COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.

25. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED

OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.

26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990.

THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND

PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT

BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET

UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED

RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.

27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.

28. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE

INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS

MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.

29. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW

GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ

"CAUTION BURIED ELECTRIC".

30. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALLED A LOOSE TONING

WIRE WITHIN INSTALLEDED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND

CONDUITS.

31. ALL BOLTS SHALL BE STAINLESS STEEL.

32. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLEDED BY THE CONTRACTOR SHOULD

BE NEW AND UNUSED.

33. ALL CONDUITS, FITTINGS, ETC. MUST BE RATED FOR WET LOCATIONS.

34. ANY WALL PENETRATIONS MUST BE SEALED PER CODE WITH FIRE RATED CAULKING.

35. ALL SHUTDOWNS MUST BE APPROVED IN ADVANCED WITH DTPW.

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

GENERAL NOTES 2

GN-2

GENERAL SITE WORK NOTES

GENERAL SITE WORK NOTES CONT.REINFORCED CONCRETE NOTES

1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS

OTHERWISE NOTED; CONTINUOUS INSPECTION IS NOT REQUIRED.

SLUMP: 4" MIN./6" MAX.

AIR ENTRAINMENT: 4 1/2% - 7% BY VOLUME

2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM

SPECIFICATION A615 GRADE 60. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4".

3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI-318 FOR MINIMUM

CLEARANCES.

4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF

CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94.

5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES

FAHRENHEIT.

6. DO NOT USE RETEMPERED CONCRETE OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE.

7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

8. EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS. WHERE

PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS UNLESS

NOTED OTHERWISE.

9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 2004, PUBLICATION SP-66" AND

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-14.

10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.

PART 1 - GENERAL

CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION, AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.

1.1 REFERENCES:

A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION-CURRENT EDITION).

B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).

C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).

1.2 INSPECTION AND TESTING:

A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND

SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES

(BACKFILL, CONCRETE POUR, ETC).

1.3 SITE MAINTENANCE AND PROTECTION:

A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL

COMPLETION OF THE CONTRACT.

B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS

DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT

ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK.

C. KEEP SITE FREE OF ALL PONDING WATER.

D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING

AGENCY, AND EPA REQUIREMENTS.

E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS, AND

SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE

PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.

F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE

OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND

THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.

G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN

NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.

H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.

DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE

MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH

BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLEDED.

PART 2 - PRODUCTS

2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION:

2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION

REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).

2.3 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940.

2.4 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL

CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE

MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS

DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY

ASTM AS PT, MH, CH, OH, ML, AND OL.

PART 3 - EXECUTION

3.1 GENERAL:

A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALLED EROSION AND SEDIMENT

CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH

CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES.

B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.

C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE

SURFACE OF THE SITE AREA TO BE CLEARED.

D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE

ORIGINAL GROUND SURFACE: ROOTS, STUMPS, OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN

OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK, OR PLOW THE AREA TO A DEPTH

OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER

DEBRIS THEREBY EXPOSED.

E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER

MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER

UNDESIRABLE MATERIALS.

F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING

FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.

G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM

CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.

H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED

TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE

EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT

SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE

CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF

THE WORK AS INDICATED ON THE DRAWINGS.

I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS

EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.

J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS

REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION.

3.2 BACKFILL:

A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,

INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE

CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED

FINISHED GRADE.

B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE

EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.

C. DO NOT PLACE FROZEN MATERIAL AS BACKFILL.

D. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR

BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN

8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED,

THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND

COMPACTED.

E. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE

SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION

REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.

THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS

DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE

MINIMUM COMPACTION REQUIREMENTS.

F. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE

MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.

3.3 TRENCH EXCAVATION:

A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS

OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING, AND BRACING AS

REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.

B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE

OUTERMOST CONDUIT.

C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,

EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE

REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL.

3.4 TRENCH BACKFILL:

A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY

REQUIREMENTS.

B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.

C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE

ACCEPTANCE TESTING.

D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH

UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL

INTO SPACE AROUND CONDUITS.

E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.

F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL

MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED

SURFACE GRADE.

G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE

EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A

MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD

PROCTOR TEST, ASTM D 698.

3.5 FINISH GRADING:

A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND

SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.

GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.

B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE

CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE

MATERIALS.

C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS

WORK TO THEIR ORIGINAL CONDITION.

3.6 ASPHALT PAVING ROAD:

A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE

SPECIFIED.

B. ALL ELECTRIC VEHICLE CHARGING STALLS WITH AN ASPHALT SURFACE SHALL BE SEALCOATED.

SIEVE SIZE TOTAL PERCENT PASSING

1 1/2 INCH (37.5 MM)

1 INCH (25.0 MM)

75 TO 100

3/4 INCH (19.0 MM)

80 TO 100

3/8 INCH (9.5 MM)

35 TO 75

NO. 4 (4.75 MM)

30 TO 60

NO. 30 (0.600 MM)

7 TO 30

NO 200 (0.075 MM)

3 TO 15

GENERAL SITE WORK NOTES CONT.

FLORIDA STANDARD SPECIFICATIONS

SECTION 300-340 - FDOT PAVEMENT

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

GENERAL NOTES 3

GN-3

GROUNDING NOTES

1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8

STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT

COMPOUND BEFORE MATING.

2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.

3. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).

4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION TYPE

CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED.

ELECTRICAL NOTES ELECTRICAL NOTES CONT.

1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK

INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL

APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH

THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS

POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT

PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE

ACTIONS TO BE TAKEN.

2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH

ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE

PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP.,

LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE

CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS

PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY

FOR A COMPLETE AND WORKING SYSTEM.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND

ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION

AND SHALL INCLUDE BUT NOT BE LIMITED TO:

A. UL - UNDERWRITERS LABORATORIES

B. NEC - NATIONAL ELECTRICAL CODE

C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT

E. SBC - STANDARD BUILDING CODE

F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT

LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND

LOCATIONS WHEN NEEDED.

5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT

WRITTEN PERMISSION OF THE OWNER.

6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE

CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK

BEGINNING OR ORDERING THE EQUIPMENT.

7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES

THAT THE CONTRACTOR SHALL FURNISH AND INSTALLED.

8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS

SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED

DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.

9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE

(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON

DRAWINGS.

10. ALL WIRING INSTALLATIONS SHALL BE COMPLIANT WITH NEC ARTICLE 310.10 AND TO FOLLOW

MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED

HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.

12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.

CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL

SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER

WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS

OTHERWISE DIRECTED.

13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND

SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.

14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE

PROGRESS OF CONSTRUCTION.

15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A

PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.

16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE

AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE

INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.

17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION

AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.

18. PROVIDE AND INSTALLED CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND

DEVICES FOR ALL OUTLETS AS INDICATED.

19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND

INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND

COMPACTION. REFER TO GENERAL SITE WORK NOTES.

20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE

NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED

THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.

21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF

ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY

THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.

22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL

CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND

PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL

ACCEPTANCE.

23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN

DIRECTORIES.

24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK

ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.

25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL

BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY

IDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM

& COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.

26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED

OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.

27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 2013.

THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND

PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT

BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET

UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED

RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.

28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.

29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE

INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS

MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.

30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW

GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ

"CAUTION BURIED ELECTRIC".

31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING

WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND

CONDUITS.

32. ALL BOLTS SHALL BE STAINLESS STEEL.

33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE

NEW AND UNUSED.

FIBER OPTIC NOTES

USE CABLE WITH THE FOLLOWING MINIMUM PROPERTIES:

1. HIGH TENSILE STRENGTH >150 LB

2. TIGHT BUFFERED

3. INDOOR / OUTDOOR UV AND MOISTURE RESISTANT “RISER” CABLE

4. CONNECTOR TYPE: ST-ST

5. FIBER TYPE: MULTI-MODE 6-FIBER (3 PAIR) 62.5UM. 6 CONNECTORS ON BOTH ENDS.

6. JACKET: INDOOR/OUTDOOR RISER, BLACK

7. BREAKOUT: SIDE A: INNER END - 24 INCHES WITH 2MM FURCATION

SIDE B: OUTER END - 24 INCHES - 2MM FURCATION - STAGGERED EVERY 1"

8. WITH PULLING EYE ON SIDE B (OUTER END) AND SPOOL REEL

STRUCTURAL DESIGN CRITERIA

WIND

WIND SPEED (Vult) 175MPH

WIND EXPOSURE C

WIND IMPORTANCE FACTOR, lw 1.00

STRUCTURAL OCCUPANCY CATEGORY II

SEISMIC

MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 0.041 g

S1 = 0.020 g

SITE CLASS D

SPECTRAL RESPONSE COEFFICIENTS SDS = 0.043 g

SD1 = 0.032 g

SEISMIC DESIGN CATEGORY A

STRUCTURAL OCCUPANCY CATEGORY II

FOUNDATION MIN. ALLOWABLE BEARING

PRESSURE OF 1,500 PSF.

F R

O N

T

F R

O N

T

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

OVERALL SITE PLAN

C-1

20' 10' 0 20' 40'

1"=20'

OVERALL SITE PLAN

EXISTING

UNDERGROUND

STORM LINE (TYP)

EXISTING

UNDERGROUND

ELECTRICAL LINE (TYP)

EXISTING

UNDERGROUND

SANITARY LINE (TYP)

EXISTING PROPERTY

LINE (TYP)

EXISTING

UNDERGROUND

WATER LINE (TYP)

EXISTING

BUILDING (TYP)

EXISTING 12'-0"

UTILITY EASEMENT

E X

I S

T I N

G

U T

I L

I T

Y

E

A S

E M

E N

T

EXISTING

MANHOLE (TYP)

EXISTING 6'-0"

HIGH CBS WALL

EXISTING

TRANSFORMER

EXISTING

BOLLARD (TYP)

EXISTING

CHAINLINK

FENCE (TYP)

EXISTING ASPHALT

PARKING LOT (TYP)

EXISTING LIGHT

POLE (TYP)

NW

3RD A

VE

SEE ENLARGED

SITE PLAN SHEET

C-3 (SEE NOTE 1)

EXISTING ROOF

EXISTING PARKING

LINE (TYP)

1. SCOPE OF WORK SHALL BE CONTAINED WITHIN ENLARGED SITE PLAN AREA.

NOTE

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

OVERALL SITE PLAN

C-1.1

40' 20' 0 40' 80'

1"=40'

OVERALL SITE PLAN

1. SCOPE OF WORK SHALL BE CONTAINED WITHIN ENLARGED SITE PLAN AREA.

2. ELECTRICAL CONDUITS SHALL BE GREATER THAN 18" BELOW THE CEILING DUE TO POSSIBLE CLASS 1 DIV 2

AREAS CREATED BY CNG BUS REPAIRERS.

NOTES

EXISTING ASPHALT

PARKING LOT

N W

N

D

A

V E

N U

E

EXISTING CONCRETE

CURB (TYP)

EXISTING

SWITCHGEAR

EXISTING

SIDEWALK

EXISTING

TREE (TYP)

EXISTING

GRASSY

AREA (TYP)

EXISTING MIAMI-DADE

TRANSIT CENTRAL BUS

FACILITY BUILDING

EXISTING

BUILDING (TYP)

SEE ELECTRICAL

PLAN SHEET E-2.2

APPROXIMATE

LOCATION OF

ELECTRICAL ROOM

NEW CONDUIT

ROUTE (NTS)

APPROXIMATELY 300'

ALONG THE CEILING

(SEE NOTE 2)

GARAGE ENTRANCE

BUS SITE ENTRANCE

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

DEMOLITION SITE PLAN

C-2

16' 12' 8' 4' 0 16' 32'

1/16"=1'-0"

DEMOLITION SITE PLAN

EXISTING 6'-0"

HIGH CBS WALL

EXISTING PROPERTY

LINE (TYP)

EXISTING

UNDERGROUND

STORM LINE (TYP)

EXISTING

UNDERGROUND

ELECTRICAL LINE (TYP)

EXISTING

UNDERGROUND

WATER LINE (TYP)

EXISTING

TREE (TYP)

EXISTING

CONCRETE

BARRIER (TYP)

EXISTING

STRIPING

REMOVE EXISTING PARKING

LINE BY GRINDING

SEE DEMO LEGEND

DEMO LEGEND

PARKING LINES

CONCRETE

EXISTING ASPHALT

PARKING LOT

EXISTING

CONCRETE

PAVEMENT

1. REPAIR CONCRETE PAVEMENT ALONG TRENCHED AREA TO MATCH EXISTING THICKNESS WITH 4000 PSI

CONCRETE MIX.

2. PLACE ALL STORM WATER INLET PROTECTION BEFORE BEGINNING DEMOLITION. DO NOT REMOVE INLET

PROTECTION UNTIL AFTER CONSTRUCTION COMPLETE.

NOTES

PROVIDE GRATE GATOR

INLET PROTECTION WITH

OVERFLOW RING OR

EQUIVALENT

EXISTING 12'-0"

UTILITY EASEMENT

O N

T F

R O

N T

NEW DISPENSERS

(TYP OF 23)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

ENLARGED SITE PLAN

C-3

16' 12' 8' 4' 0 16' 32'

1/16"=1'-0"

ENLARGED SITE PLAN B

NEW ELECTRICAL

SERVICES AND PCS

CHARGER LOCATION

EXISTING 6'-0"

HIGH CBS WALL

EXISTING PROPERTY

LINE (TYP)

EXISTING

UNDERGROUND

STORM LINE (TYP)

EXISTING

UNDERGROUND

ELECTRICAL LINE (TYP)

EXISTING

UNDERGROUND

WATER LINE (TYP)

EXISTING 12'-0"

UTILITY EASEMENT

EXISTING

TREE (TYP)

T

Y

P

EXISTING

CONCRETE

BARRIER (TYP)

NEW

DISPENSER

T

Y

P

28'-1"

21'-0"

(TYP)

EXISTING

STRIPING

NEW UTILITY

TRANSFORMER PAD

(TYP OF 2)

(SEE NOTE 3)

A

C-5

A

C-5

A

D-1

E

D-2

SEE ENLARGED

EQUIPMENT LAYOUT

SHEET C-4

1. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE PURPOSE. ALL PRECAUTIONS MUST BE

TAKEN TO AVOID BREAKING ANY UNDERGROUND UTILITIES.

2. PROTECT EXISTING FACILITIES FROM DAMAGE. DAMAGE TO EXISTING FACILITIES CAUSED BY THE

CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE MIAMI-DADE COUNTY (MDC).

3. TO BE COMPLETED UNDER SEPARATE PERMIT ACQUIRED BY UTILITY.

NOTES

NEW PROTECTION

BOLLARD (TYP OF 26)

C

D-2

40'-0"

10'-7"

T

Y P

NEW 6" WIDE YELLOW

PARKING LINE (TYP)

1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A 12A 1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUTDC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

1% SLOPE

FOR DRAINAGE

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

ENLARGED EQUIPMENT PLAN

C-4

12" 6" 0 1' 2' 3' 4' 5'

1/2"=1'-0"

ENLARGED EQUIPMENT LAYOUT

12B

11B

10B

9B

3B

2B

1B

12A

11A

5A

4A

3A

2A

1A 8B

7B

6B

5B

4B

10A

9A

8A

7A

6A

C

D-1

NEW SWITCHBOARD

ASSEMBLY #B

NEW POWER UNIT

(TYP OF 24)

B

D-1

NEW CONCRETE

PAD

A

D-2

NEW STAIR WITH

HANDRAILS (TYP)

5'-0"

(TYP)

T

Y P

NEW 42" HIGH

GUARD RAIL

38'-8"

T

Y P

37'-2"9"

(TYP)

4"

(TYP)

T

Y P

1'-1"

(TYP)

4'-0"

(TYP)

T

Y P

1'-9"

(TYP)

NEW CONCRETE

BOLLARD (TYP OF 12)

C

D-2

T

Y P

5'-11"

(TYP)

5'-11"

(TYP)

T

Y P

1'-6"

(TYP)

T

Y P

T

Y P

1. OCCUPANT LOAD CALCULATIONS PER

1004.1.2. AREAS WITHOUT FIXED IS 1 PER

300 GROSS SQUARE FEET. 867 SF /300

(SF/OCCUPANT) = 2.9 OCCUPANTS.

2. OCCUPANT LOAD: 2

3. MAXIMUM DISTANCE FOR MEANS OF

EGRESS IS 54 FEET.

4. EQUIPMENT AREA IS ILLUMINATED FROM

EXISTING LIGHT POLES WITHIN THE BUS

FACILITY AT 1 FOOT-CANDLES.

NOTES

FG 9.38'

FG 9.38'

M

I N

FG 9.00'

FG 9.00'

MEANS OF EGRESS

(SEE NOTE 3)

T

Y P

NEW EXPANSION

JOINT (TYP)

NEW HANDRAIL

EXTENSION (TYP)

E

D-1

D

D-1

D

D-2

M

I N

INCOMING

6'-0"

1'-6"

(TYP)

INCOMING

C

D-1

NEW SWITCHBOARD

ASSEMBLY #A

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUT

DC OUTPUT

AC INPUTDC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

DC OUTPUT

AC OUTPUT

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

EQUIPMENT

COMMUNICATION PLAN

C-4.1

12" 6" 0 1' 2' 3' 4' 5'

1/2"=1'-0"

EQUIPMENT COMMUNICATION PLAN

12B

11B

10B

9B

3B

2B

1B

12A

11A

5A

4A

3A

2A

1A 8B

7B

6B

5B

4B

10A

9A

8A

7A

6A

INCOMING

INCOMING

1. CABINET 1A AND 12B CONTAIN CRADLE POINTS INSTALLEDED BY MANUFACTURER FOR THE 4G WIRELESS NETWORK MODERN.

NOTE

JUNCTION BOX DETAIL

NOTE

QUAZITE 15,000 LB. UNDERGROUND ENCLOSURE

MFR #: PC0608Z80009

NOMINAL HEIGHT: 6"

USABLE INTERIOR LENGTH: 8 1/2"

LOAD RATING (LB): 15,000

H

W

L

A

NO SCALE

NEW 1.25"

CONDUITS CAT6

NEW PULL BOX FOR ANY FUTURE

ON-SITE COMMUNICATION

A

NEW 1.25" PVC CONDUIT NEW CRADLE POINT

CABINET (SEE NOTE 5)

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

SITE ELEVATIONS

C-5

12' 8' 4' 0 10' 20'

3/32"=1'-0"

SITE ELEVATION A

NEW UTILITY

TRANSFORMER (TYP OF 2)

NEW

SWITCHBOARD

ASSEMBLY

C

D-1

EXISTING

TREE (TYP)

EXISTING

PAVEMENT

EXISTING

6'-0" WALL

NEW DISPENSERS (TYP)

NEW

DISPENSER

NEW 125KW POWER

UNIT (TYP OF 24)

NEW

CONCRETE PAD

A

D-2

B

D-1

A

D-1

1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A 12A 1B 2B 3B 4B 5B

6B 7B

8B 9B 10B 11B

12B

NEW REMOVABLE

UTILITY BOLLARDS (TYP)

NEW STAIR WITH 42" HIGH

GUARD RAIL AND 36" TALL

HANDRAIL WITH 21" MAX

PICKET SPACING (TYP)

NEW 42" HIGH

GUARD RAIL WITH

21" MAXIMUM

PICKET SPACING

NEW CONCRETE

BOLLARD (TYP)

C

D-2

NEW PROTECTION

BOLLARD (TYP)

C

D-2

E

D-2

NEW UTILITY METER

MOUNTED ON UNISTRUT

H-FRAME (TYP OF 2)

O N

T

F R

O N

T

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TAYLOR MURPHY

CIVIL PE# 82722

R

BLACK & VEATCH

RYAN R. BINKLEY

ELEC PE# 89014

I

L

T

BUS ROUTE PLAN

C-6

20' 10' 0 20' 40'

1"=20'

BUS ROUTE PLAN

EXISTING PROPERTY

LINE (TYP)

EXISTING

BUILDING (TYP)

EXISTING

MANHOLE (TYP)

EXISTING 6'-0"

HIGH CBS WALL

EXISTING

TRANSFORMER

EXISTING

BOLLARD (TYP)

EXISTING

CHAINLINK

FENCE (TYP)

EXISTING ASPHALT

PARKING LOT (TYP)

EXISTING LIGHT

POLE (TYP)

NW

3RD A

VE

EXISTING ROOF

EXISTING PARKING

LINE (TYP)

BUS TURNING

ROUTE (TYP)

O N

T F

R O

N T

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS

THEY ARE ACTING UNDER THE DIRECTION OF A

LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

SHEET NUMBER

SHEET TITLE

406365

AKJ

JDN

0 02/17/21 ISSUED FOR CONSTRUCTION

1 09/20/21 RE-ISSUED FOR CONSTRUCTION

2 02/01/23 AS BUILT

FL-P001

CENTRAL FACILITY

3300 NW 32ND AVE

MIAMI, FL 33142

1 WHITLEE CT.

GREENVILLE, SC 29627

(864) 214-2693

6800 W 115th ST, SUITE 2292

OVERLAND PARK, KS 66211

(913)…