LS_14_Electrical_-_Bid_Set_Drawings.pdf

NEW SMYRNA BEACH, FLORIDA

BID SET SUBMITTAL - NOT FOR CONSTRUCTION

NEW SMYRNA BEACH UTILITIES

NEW SMYRNA BEACH, FLORIDA

LIFT STATION NO. 14

ELECTRICAL IMPROVEMENTS

PREPARED JANUARY 2025

LIFT STATION NO. 14 ELECTRICAL IMPROVEMENTS

ITB# 04-25PROJECT DESCRIPTION:

THIS PROJECT INVOLVES THE REPLACEMENT OF EXISTING ELECTRICAL COMPONENTS AT THE LIFT STATION #14 SITE.www.tetratech.com

201 EAST PINE STREET, SUITE 1000

ORLANDO, FL 32801

PHONE: (407) 839-3955 FAX: (407) 839-3790

PROJECT LOCATION MAP

N

SHEET INDEX

SHEET No. SHEET TITLE

GENERAL

G-000 COVER

G-001 GENERAL NOTES

G-002 LEGEND AND ABBREVIATIONS

CIVIL

C-101 EXISTING CONDITIONS, DEMOLITION, & EROSION CONTROL PLAN

C-102 SITE PLAN

C-501 CIVIL DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL LEGEND & ABBREVIATIONS

E-101 ELECTRICAL DEMOLITION PLAN

E-102 ELECTRICAL SITE PLAN

E-103 ELECTRICAL GROUNDING PLAN

E-201 ELECTRICAL SINGLE-LINE DIAGRAM

E-301 ELECTRICAL SCHEDULES

E-401 ELECTRICAL CONTROL PANEL WIRING DIAGRAM

E-402 VFD PANEL WIRING DIAGRAM

E-501 TYPICAL ELECTRICAL DETAILS

E-502 TYPICAL ELECTRICAL DETAILS

GENERAL NOTES

1. BENCHMARKS FOR CONSTRUCTION HAVE BEEN PROVIDED ON SHEET C-101.

2. ALL FIELD LAYOUT SURVEYING FOR CONSTRUCTION AND LOCATING EASEMENTS, ROW, AND PROPERTY LINES FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT THEIR EXPENSE; UNDER THE

DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR.

3. BENCHMARK DATUM IS NATIONAL NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

4. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PROVIDED BY:

TETRA TECH, 201 E. PINE ST., SUITE 1000, ORLANDO, FL 32801. (407) 839-3955.

5. THE CONTRACTOR SHALL INCLUDE IN BID NECESSARY BYPASSING AND IS FULLY RESPONSIBLE FOR

SYSTEM BYPASSING DURING LIFT STATION CONSTRUCTION.

6. SITE RESTORATION SHALL INCLUDE SOD WITHIN THE LIMITS OF DRAINAGE SWALES OR DITCHES AS WELL AS ANY OTHER AREAS WITH A SLOPE GREATER THAN 4:1. ALL OTHER LOCATIONS SHALL BE

SEEDED AND MULCHED.

7. CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN-HAND BEFORE BEGINNING ANY

CONSTRUCTION.

8. ALL CONSTRUCTION SHALL MEET CURRENT REQUIREMENTS OF FDEP, AWWA AND NSBU FOR MATERIALS

OF CONSTRUCTION, DESIGN, AND INSTALLATION.

9. UNDER NO CIRCUMSTANCES SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OPERATION OF EXISTING UTILITIES WITHOUT WRITTEN

AUTHORIZATION FROM THE AUTHORIZED REPRESENTATIVE.

10. CONTRACTOR SHALL NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES, WITH THE OWNER OF THE UTILITY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL INSURE THAT THE UTILITY OWNERS AND NSBU PROJECT MANAGER ARE PROPERLY NOTIFIED OF ANY TEMPORARY DISRUPTION OF SERVICE AT LEAST 1

WEEK IN ADVANCE.

11. AT LEAST 14 DAYS BEFORE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING PUBLIC AND

PRIVATE UTILITY LOCATIONS IN THREE DIMENSIONS ALONG THE PROJECT CORRIDOR. THE

CONTRACTOR SHALL UTILIZE MANUAL OR NONDESTRUCTIVE (E.G., VACUUM EXCAVATION) METHODS TO PHYSICALLY EXPOSE UTILITIES FOR MEASUREMENT AND DATA RECORDING. ACCURACIES SHALL BE TO ONE HALF (0.5) INCH VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY.

EXCAVATE TEST HOLES EXPOSING THE UTILITY TO BE MEASURED IN SUCH A MANNER THAT PROTECTS THE INTEGRITY OF THE UTILITY TO BE MEASURED. COMPLY WITH APPLICABLE UTILITY DAMAGE PREVENTION LAWS, PERMITS, AND SPECIFICATIONS AND COORDINATE WITH UTILITY AND OTHER INSPECTORS, AS REQUIRED. DETERMINE (A) THE HORIZONTAL AND VERTICAL LOCATION OF THE TOP AND/OR BOTTOM OF THE UTILITY; (B) THE ELEVATION OF THE EXISTING GRADE OVER THE UTILITY AT A TEST HOLE; (C) THE OUTSIDE DIAMETER OF THE UTILITY AND CONFIGURATION OF NON-ENCASED, MULTI-CONDUIT SYSTEMS; (D) THE UTILITY STRUCTURE MATERIAL COMPOSITION, WHEN REASONABLY

ASCERTAINABLE; (E) THE BENCHMARKS AND/OR PROJECT SURVEY DATA USED TO DETERMINE

ELEVATIONS; (F) THE PAVING THICKNESS AND TYPE, WHERE APPLICABLE; (G) THE GENERAL SOIL TYPE

AND SITE CONDITIONS; AND (H) SUCH OTHER PERTINENT INFORMATION AS IS REASONABLY

ASCERTAINABLE FROM EACH TEST HOLE SITE. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY AND

COORDINATED WITH THE UTILITY OWNER.

12. PRIOR TO ROAD CLOSURE, CONTRACTOR SHALL NOTIFY AND COORDINATE WITH VOLUSIA COUNTY 7

DAYS IN ADVANCE.

13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING BEFORE COMMENCING CONSTRUCTION WORK.

14. WHEN ENCOUNTERED, UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE EXCAVATED MATERIALS AND BACKFILLED WITH SUITABLE MATERIALS. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE

JOB SITE AND DISPOSED OF IN A TIMELY AND LEGAL MANNER AND APPROVED BY NSBU.

15. CONTRACTOR SHALL DEVELOP A STORMWATER PLAN APPROVED BY NSBU THAT PROVIDES, MAINTAINS

AND REMOVES TEMPORARY EROSION AND SEDIMENTATION CONTROLS AND IS RESPONSIBLE FOR

KEEPING THE STORMWATER PLAN AT THE PROJECT SITE AT ALL TIMES. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER OF ANY REQUIRED CHANGES AND MODIFY THE STORMWATER PLAN

ACCORDINGLY.

16. THE STORMWATER PLAN SHALL INCLUDE TEMPORARY CONTROLS TO PREVENT SOIL EROSION FROM THE PROJECT SITE CAUSED BY STORMWATER RUNOFF, SOIL TRACKING BY EQUIPMENT, AND/OR WIND.

BEST MANAGEMENT PRACTICES (BMPS) INCLUDED IN THE STORMWATER PLAN SUCH AS INSTALLATION OF SILT FENCE, MEASURES AT CONSTRUCTION ENTRANCES AND EXITS THAT PREVENT SOIL TRACKING, DUST CONTROL, AND STABILIZING OF STOCKPILES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ANY ADDITIONAL BMPS THAT ARE NECESSARY TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS AT NO

ADDITIONAL COST.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED TREES WITH TREES OF SIMILAR QUALITIES, SIZE AND SPECIES AT NO COST TO THE NSBU. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF NEWLY PLANTED GRASS OR VEGETATION UNTIL THE WORK HAS

BEEN ACCEPTED BY NSBU.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE

ANY PORTION WHICH HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR

NEGLIGENCE ON THE PART OF THE CONTRACTOR.

19. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE PROPERTY AND EXISTING ROADWAYS CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR

SHALL PROVIDE ADDITIONAL DRAINAGE AT NO EXTRA COST TO NSBU.

20. CONTRACTOR SHALL REFERENCE THE REQUIREMENTS SET FORTH BY NSBU'S ENGINEERING

STANDARDS MANUAL.

21. A COMPLETE SET OF AS-BUILT DRAWINGS (34" X 22" HARD COPY & AutoCAD FILE), AND ALL INSPECTION

AND TEST RECORDS MUST BE SUBMITTED TO NSBU AND APPROVED BEFORE THE NEW SYSTEM IS

ALLOWED TO BE PUT INTO SERVICE. THE DRAWINGS MUST INCLUDE ACCURATE LAYOUT, SIZING, VERTICAL LOCATION, AND STATE PLANE COORDINATES FOR ALL VALVES, PIPING BENDS, BRANCHES, ENDS, OUTLETS, CONNECTION POINTS, METER BOXES AND LOCATOR BALLS, OR ANY ITEM LISTED ABOVE. AS-BUILTS SHALL BE SIGNED AND SEALED BY FLORIDA LICENSED SURVEYOR. ADDITIONAL REQUIREMENTS AND SUBMITTALS ARE LISTED IN SECTION 01050 FIELD ENGINEERING AND SURVEYING.

22. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO NOT LESS THAN 98% MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST (MODIFIED PROCTOR) UNDER

ASPHALT OR CONCRETE PAVEMENT. ALL SOIL TESTING TO BE CONDUCTED BY THE CITY. THE

CONTRACTOR SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.

23. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE DURING

REPRODUCTION.

24. BENCHMARK LOCATIONS AND ELEVATION ARE SHOWN IN THE PLANS AS REPRESENTED BY SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT THE TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY DISCREPANCIES SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE NSBU FIELD REPRESENTATIVE.

25. APPROVED HOURS CONTRACTOR MAY WORK ONSITE ARE 7:00AM TO 3:30PM DAILY. ANY WORK OUTSIDE

THE STATED TIME MUST BE APPROVED BY NSBU.

26. SURVEY SHALL BE IN ACCORDANCE TO NSBU ENGINEERING STANDARDS MANUAL. CONTRACTOR SHALL HAVE FLORIDA LICENSED SURVEYOR REFERENCE ALL CONTROL POINTS TO CONSTRUCTION. INCLUDING RIGHT OF WAY, CORNERS, OR ANY CONTROL POINTS AND PROVIDE INFORMATION TO CITY SURVEYOR.

ADDITIONAL REQUIREMENTS AND SUBMITTALS ARE LISTED IN SECTION 01050 SURVEYING AND FIELD

ENGINEERING.

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF

WATER, WASTEWATER FORCE MAINS AND GRAVITY SEWERS. LOCATIONS SHOWN ON PLANS ARE

NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING

UTILITY LOCATIONS WHETHER SHOWN ON THE PLANS OR NOT.

2. NSBU SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, WATER MAIN, RECLAIMED

WATER MAIN, OR GRAVITY SEWER BREAK OR DAMAGE AT (386) 424-3037.

3. NSBU SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A ELECTRICAL BREAK OR DAMAGE AT (386) 424-1366.

4. ALL DAMAGE TO MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY

NSBU, NSBU MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS.

EMERGENCY WASTEWATER SPILL, WATER MAIN OR

ELECTRICAL BREAK PROCEDURES

SEQUENCE OF CONSTRUCTION

1. CONTRACTOR SHALL SUBMIT SEQUENCE OF CONSTRUCTION PLAN FOR APPROVAL TO NSBU

14-DAYS PRIOR TO CONSTRUCTION.

Always call 811 two full business days before you dig to have underground utilities located and marked.

UTILITY CONTACT LIST

(WITHIN ADJACENT RIGHT-OF-WAY)

WATER AND WASTEWATER

NEW SMYRNA BEACH UTILITIES

NEW SMYRNA BEACH

DANA HALE, P.E.

(386) 424-3037

DHALE@NSBUFL.COM

24-HOUR EMERGENCY (386) 424-1368

ELECTRIC

NEW SMYRNA BEACH UTILITIES

NEW SMYRNA BEACH

(386) 424-1361

24-HOUR EMERGENCY (386) 424-1366

GAS

FLORIDA PUBLIC UTILITIES

DAWN DECOSTA

OFFICE (386) 624-8883

TELEPHONE

AT&T CONSTRUCTION AND

ENGINEERING

KIRBY SPENCER

OFFICE (561) 683-2729

CABLE TV

CHARTER COMMUNICATIONS

USIC DISPATCH OFFICE (CLS)

(800) 778-9140

MAINTENANCE OF TRAFFIC (MOT) NOTES (AS NECESSARY)

1. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF

TRANSPORTATION ROADWAY DESIGN STANDARDS (LATEST EDITION AND REVISIONS).

2. CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN THAT IS DESIGNED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. THE PLAN SHALL BE PREPARED IN ACCORDANCE WITH FDOT

TRAFFIC DESIGN STANDARDS (LATEST EDITION AND REVISIONS).

3. THE DESIGN OF THE TRAFFIC CONTROL SHALL INCLUDE ALL SIGNS, BARRIERS, CHANNELIZING DEVICES, PAVEMENT MARKINGS, ETC. FOR THE SAFE PASSAGE OF PEDESTRIAN, BICYCLIST, AND

VEHICULAR TRAFFIC THROUGH THE PROJECT AND FOR THE PROTECTION OF THE WORKERS.

4. ANY CHANGES MADE TO THE TRAFFIC CONTROL PLAN BY THE CONTRACTOR SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND APPROVED BY

THE ENGINEER PRIOR TO IMPLEMENTATION.

5. NSBU RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES AND/OR CHANGES TO THE TRAFFIC

CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS.

6. LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL

PROVIDE WRITTEN NOTIFICATION TO THE RESIDENT/BUSINESS AFFECTED BY CONSTRUCTION

ACTIVITIES ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER

PRIOR TO DISTRIBUTION.

7. DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES, OR MATERIAL SHALL BE PARKED OR

STORED WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC.

8. PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF UNABLE

TO DO SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS, AND/OR

TEMPORARY CONCRETE SIDEWALKS.

9. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC.

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SECTION REFERENCE

X

X-XX

REFERENCE SYMBOLS

LIST OF STANDARD ABBREVIATIONS HATCHING LEGEND

MECHANICAL/DRAFTING LEGEND

PIPING LEGEND

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DETAIL REFERENCE

X

X-XX

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

SECTION TITLE DETAIL TITLE

SECTIONX

_ SCALE:

DETAILX

_ SCALE:

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

ASPHALT MILL AND

RESURFACE

CONCRETE

RESTORATION

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

DIMENSION LINES AND LEADERS

EXISTING PROPOSED

N/A N/A

MATCHLINE

1 3/32"

NOTE

FITTING/

APPURTENANCE

BEND

TEE

WYE

REDUCER

CAP/

BLIND FLANGE

PLUG

BUTTERFLY

VALVE

BALL VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

AUTOMATIC

CONTROL VALVE

PINCH VALVE

FLANGED

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

N/A N/A

CIVIL LEGEND

EXISTING STORM DRAIN

EXISTING SANITARY SEWER

EMBANKMENT

TOP

BOTTOM

MONITORING WELL

HYDRANT

POWER POLE

UTILITY POLE

SEWER MANHOLE

SEWER VALVE

MANHOLE

MONUMENT

FLARED END - RCP

STORM MANHOLE

WATER METER

WATER VALVE

WATER WELL

MW-X

FH

CO

SS

SV

MH-??

SD

WM

WV

WELL

LIGHT POLE

SEWER CLEANOUT

STORM CULVERT END

SPOT ELEVATION

XXXX.XX

EASEMENT

PROPERTY LINE

RIGHT OF WAY LINE (R-O-W)

LIMITS OF CONTRUCTION

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR

(LABEL OPTIONAL)

EXISTING FORCE MAIN

VEGETATION

A

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

ANT ANTENNA

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS AMMONIUM SULFATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

B

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

C

(C) CALCULATED

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 SODIUM HYPOCHLORITE

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CM CONCRETE MONUMENT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

D

(D) AS DESCRIBED

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DH DRILL HOLE

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E

E EAST

EA EACH

EB ELECTRIC RISER

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EM ELECTRIC METER

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EOG EDGE OF GRAVEL

EOP EDGE OF PAVEMENT

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

ET ELECTRIC TRANSFORMER

EW EACH WAY

EX EXISTING

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

F

F FOUND

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FO FIBER OPTIC

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

G

G GAS

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GM GAS METER

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GT GROUT

GV GAS VALVE

H

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

I

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR IRON ROD

IRRV IRRIGATION VALVE

IW IRRIGATION WATER

J

JB JUNCTION BOX

JT JOINT

K

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M

(M) MEASURED

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MAILBOX

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N

N NORTH

ND NAIL & DISK

NH3 AMMONIUM SULFATE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O

O2 OXYGEN

OC ON CENTER

OCL SODIUM HYPOCHLORITE

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OE OVERHEAD UTILITY LINES

OF OVERFLOW

OH OVER HEAD

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

P

(P) PER PLAT

P POST

PA PROCESS AIR

PB PLAT BOOK

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

PO4 CORROSION INHIBITOR

POB POINT OF BEGINNING

POE POINT OF ENTRY

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q

Q FLOW

QTY QUANTITY

R

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RVT RIVETED

RW RECLAIMED WATER

RWM RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

T

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

U

UD UNDERDRAIN

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UPVD UNPAVED

UGE UNDERGROUND ELECTRIC

UT UNDERGROUND TELEPHONE

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W

W WATER MAIN

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WV WATER VALVE

WW WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

X

XFER TRANSFER

Y

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

FM

v

PROPOSED STORM DRAIN

SS

SS PROPOSED SANITARY SEWER

S

F P

UTILITY MARKER (AS SHOWN)

UTILITY METER (AS SHOWN)

UTILITY RISER (AS SHOWN)

UTILITY VALVE (AS SHOWN)

LIGHT POLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

SATELLITE DISH

POST

TRAFFIC SIGN

SPRINKLER HEAD

SPIGOT

DECIDUOUS TREE

EVERGREEN TREE

CLEANOUT

FLAG (AS SHOWN)

BENCHMARK

NAIL & DISK

TRAVERSE POINT

SET 1/2" IRON ROD LB# 26

FOUND IRON (TYPE)

SECTION CORNER

BM

ND

TP

SC

CO

UTILITY POLE (AS SHOWN)

GUY ANCHOR

MAIL BOXMB

PALM TREE

F

S SET MONUMENT (TYPE)

FOUND MONUMENT (TYPE)

BACKFLOW PREVENTER

PROPOSED FORCE MAINFM

INLET PROTECTION

FORCE MAIN TO BE CUT, CAPPED,

AND ABANDONED

SILT FENCE

TREE PROTECTION

REMOVE EXISTING BOLLARD

SF

REMOVE AND REPLACE

EX. ASPHALT

SODDING

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12" PALM

WAYNE AVE

(RIGHT-OF-WAY VARIES)

FOUND IR 1/2 LB7623

FOUND IP 1

FOUND IR 1/2

SITE BENCHMARK NAIL&DISK LB

N 1707852.6010

E 676359.4810

ELEV 6.72

SITE BENCHMARK NAIL&DISK LB

N 1707882.7910 E 676442.3810

ELEV 7.61

WV

WV

SV

SV

SPIG

10" HEADWALL

TOP 5.58

WM

ET

SPIG

EB

10'X10' VAULT

TOP 6.80

BOTTOM 1.80

12'Ø WET WELL

TOP 6.95

NA (NW) INV -6.05 (AB)

10" CLAY (NW) INV 18.75

BOTTOM -19.55

6" DIP VENT

6" DIP VENT

ANTENNA

GR TEST BOX

GR TEST BOX

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx

8''SS

8''SS

8''SS

8''SS

8''SS

10''SS

8" CLAY (NE) INV -5.99

8" CLAY (SE) INV -5.99

8" CLAY (SW) INV -5.99

SS-2

TOP 6.45

10" CLAY (SE) INV -6.55

8" CLAY (NW) INV -5.85

CHAIN LINK FENCE

HOG WIRE FENCE

CHAIN LINK FENCE

GATE

ELEC PANEL

12" PALM

12" PALM

1" BFP

CONC WALK

CO

NC DRIVE

6.8

7.2

7.8

7.7

7.1

6.83

6.7

6.6

6.6

6.7

6.8

6.8

6.8

7.1

7.5

7.4

7.1

6.5

6.38

6.9

6.8

6.9

7.0

6.9

6.9

5.8

5.9

6.9

6.6

6.8

7.6

7.7

6.7

6.3

6.7

6.4

6.6

6.0

6.3

6.1

5.8

5.9

5.5

5.7

5.9

5.5

4.8

5.0

4.0

3.1

3.8

5.5

5.8 6.2

6.6

6.0

5.1

5.9

5.6

6.6

6.0

6.9

6.5

6.5

5.6

5.3

10" PALM

12" PALM

16" PALM

14" PALM

CHAIN LINK FENCE

VEGETATION LINE

EOP

APPARENT RIGHT OF WAY

APPARENT

PROPERTY LINE

TOB

WM RECLAIM

WM RECLAIM

CONC PAD

CO

NC PAD

COUNTY CLUB CHALETS CONDOS

PB 32, PAGES 44-46

LOT 1

ELLISON HOMES ROYAL

PB 23, PAGE 192

CITY OF NEW SMYRNA BEACH

OR 844, PAGE 547

150KW

STAND-BY

DIESEL G

ENERATO

R

(EXISTING

SF

SF

N

C-101

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LEGEND

REMOVE EXIST. CONCRETE

SILT FENCESF

C-501

SCALE:

5' 10' 20'

1'' = 10'

REMOVE EXISTING

CONCRETE PAD

SILT FENCE (TYP)

C-501S

F

P

UTILITY MARKER (AS SHOWN)

UTILITY METER (AS SHOWN)

UTILITY RISER (AS SHOWN)

UTILITY MANHOLE (AS SHOWN)

UTILITY VALVE (AS SHOWN)

LIGHT POLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

SATELLITE DISH

POST

TRAFFIC SIGN

SPRINKLER HEAD

SPIGOT

WELLDECIDUOUS TREE

EVERGREEN TREE

CLEANOUT

FLAG (AS SHOWN)

BENCHMARK

NAIL & DISK

TRAVERSE POINT

SET 1/2" IRON ROD LB# 26

FOUND IRON (TYPE)

SECTION CORNER

BM

ND

TP

SC

CO UTILITY POLE (AS SHOWN)

GUY ANCHOR

MAIL BOXMB

PALM TREE

F

S SET MONUMENT (TYPE)

FOUND MONUMENT (TYPE)

(AB) ABANDONED

ANT ANTENNA

BFP BACK FLOW PREVENTER

BM BENCHMARK

(C) CALCULATED

CO CLEANOUT

CONC CONCRETE

CM CONCRETE MONUMENT

CMP CORRUGATED METAL

PIPE

CPP CORRUGATED PLASTIC

PIPE

(D) AS DESCRIBED

DIP DUCTILE IRON PIPE

DH DRILL HOLE

EB ELECTRIC RISER

ELEC ELECTRIC

EM ELECTRIC METER

EOP EDGE OF PAVEMENT

ET ELECTRIC TRANSFORMER

F FOUND

FDC FIRE DEPT CONNECTION

FF FINISHED FLOOR

FH FIRE HYDRANT

FO FIBER OPTIC

G GAS

GM GAS METER

GV GAS VALVE

INV INVERT

IP IRON PIPE

IR IRON ROD

IRRV IRRIGATION VALVE

JBL JURISDICTIONAL

BOUNDARY LINE

(M) MEASURED

MB MAILBOX

MH MANHOLE

MW MONITORING WELL

ND NAIL & DISK

NL NAIL

OE OVERHEAD UTILITY LINES

OR OFFICIAL RECORDS

P POST

(P) PER PLAT

PB PLAT BOOK

PG PAGE

PK PK NAIL

POL POINT ON LINE

RCP REINFORCED CONC PIPE

RR RAILROAD

RW RECLAIMED WATER

S SET

SC SECTION CORNER

SH SPRINKLER HEAD

SPIG WATER SPIGOT

SS SANITARY SEWER

SD STORM DRAIN

SV SANITARY SEWER VALVE

TB TELEPHONE RISER

TEL TELEPHONE

TP TRAVERSE POINT

TSC TRAFFIC SIGNAL

CONTROL

TSP TRAFFIC SIGNAL POLE

TV CABLE TELEVISION

UE UNDERGROUND UTILITY

LINES

W WATER

WM WATER METER

WV WATER VALVE

XC X CUT

LEGEND

ABBREVIATIONS

1. HORIZONTAL COORDINATES ARE BASED ON NAD83 (2011), FLORIDA EAST ZONE.

2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK #

872 1164 B (PID: DK6684), BEING A TIDAL STATION DISK ON A CONCRETE MONUMENT STAMPED

"1164 B 1996", HAVING AN ELEVATION OF 6.42. (NAVD 88)

3. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE

AGREEMENTS NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS

AND/OR LAND USE RIGHTS OF THE LANDS SHOWN HEREON.

4. NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN

LOCATED EXCEPT AS NOTED.

5. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR

SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND

MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.

6. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM "FIRM" MAP COMMUNITY - PANEL

NUMBER 12127 C 0541 J DATED 9/29/2017 THE ABOVE DESCRIBED PROPERTY IS LOCATED IN

ZONES "X".

7. THIS FIELD SURVEY WAS PERFORMED ON NOVEMBER 17, 2022.

OWNER: CITY OF NEW SMYRNA BEACH

PARCEL: 744010020011

OFFICIAL RECORDS BOOK 844, PAGE 547, VOLUSIA COUNTY PUBLIC RECORDS, FLORIDA.

NOTES

LEGAL DESCRIPTION

FOUND IR 1/2 LB7623

WM

ET

SPIG

EB

10'X10' VAULT

TOP 6.80

BOTTOM 1.80

12'Ø WET WELL

TOP 6.95

NA (NW) INV -6.05 (AB)

10" CLAY (NW) INV 18.75

BOTTOM -19.55

6" DIP VENT

6" DIP VENT

ANTENNA

GR TEST BOX

GR TEST BOX

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx

8''SS

10''SS

10''SS

SS-2

TOP 6.45

10" CLAY (SE) INV -6.55

8" CLAY (NW) INV -5.85

CHAIN LINK FENCE

GATE

ELEC PANEL

12" PALM

12" PALM

1" BFP

CONC WALK

CO

NC DRIVE

6.7

6.6

6.6

6.5

6.38

6.9

6.8

6.9

7.0

6.9

6.9

5.8

5.9

6.9

6.6

6.8

6.7

6.3

6.7

6.4

6.0

6.3

6.1

5.8

5.9

5.5

5.7

5.9

5.5

4.0

3.1

3.8

5.5

5.8

6.2

6.6

6.0

5.1

5.9

5.6

6.6

6.0

6.9

6.5

5.6

5.3

10" PALM

12" PALM

16" PALM

14" PALM

CHAIN LINK FENCE

VEGETATION LINE

APPARENT

PROPERTY LINE

TOB

WM RECLAIM

WM RECLAIM

CONC PAD

CO

NC PAD

COUNTY CLUB CHALETS CONDOS

PB 32, PAGES 44-46

LOT 1

ELLISON HOMES ROYAL

PB 23, PAGE 192

CITY OF NEW SMYRNA BEACH

OR 844, PAGE 547

150KW

STAND-BY

DIESEL G

ENERATO

R

(EXISTING

MEG

MEG

PROPOSED ELECTRIC

CONTROL PANEL

(SEE ELECTRICAL DRAWINGS)

MEG

MEG

C-501

GRAVEL

EXIST. GRAVEL (TYP.)

C-102

SI

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BID SET

NOT FOR

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EN

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IN

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LEGEND

GRAVEL

MEET EXISTING

GRADE

N

SCALE:

2.5' 5' 10'

1'' = 5'

MEG

GRAVEL DETAIL

NOTES:

1.

2.

3.

TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL

PONDING HT.PONDING HT.

RUNOFF

8"

12" MIN.

RUNOFF

FLOW

FLOW

FLOW

STANDARD DETAIL ALTERNATE DETAIL

EXTRA STRENGTH FILTER FABRIC

NEEDED WITHOUT WIRE MESH SUPPORT

4"x6" TRENCH

WITH COMPACTED

BACKFILL

FILTER FABRIC

ATTACHED SECURELY

TO UPSTREAM SIDE

OF POST

SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING

EFFICIENCY.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT

CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT

WHEN NECESSARY.

STEEL OR

WOOD POST

36" HIGH MAX.

12" MIN.

STEEL OR

WOOD POST

GRAVEL

9" MAX

(RECOMMENDED)

STORAGE HT.

10' MAX. SPACING WITH

WIRE SUPPORT FENCE

6' MAX SPACING WITHOUT

WIRE SUPPORT FENCE

SILT FENCE

6" FDOT No. 57

STONE GRANITE

AGGREGATE

BEDDING ROCK LINED WITH

FILTER FABRIC D-2 PER FDOT

STANDARD SPECIFICATIONS

SECTION 514

1.00'

LAP1.50'

EDGE OF

GROUND

4" 2"

1.00'

LAP 1.50'

EDGE OF

GROUND

DETAIL1

SCALE: NTS

DETAIL2

SCALE: NTS

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J. CLEVENGER

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P-ABC-123456X

LI

101 CALLOUT - INSTRUMENT

CALLOUT - EQUIPMENT

CALLOUT - CONDUIT

PMP-040101

P = POWER

C = CONTROLS

S = SIGNAL

X = SUFFIX (VARIABLE)

M = MEDIUM VOLTAGE

GENERAL AND ANNOTATIVE SYMBOLS

SYMBOL DESCRIPTION

LIGHT LINE INDICATED EXISTING ELECTRICAL

OR EXISTING EQUIPMENT. LIGHT LINE MAY

ALSO BE USED FOR DETAIL DRAWING CLARITY.

HEAVY LINE INDICATES NEW WORK TO BE

PROVIDED

HATCH INDICATES EXISTING WORK

TO BE REMOVED

CONSTRUCTION NOTE

CONDUCTORS CONNECTED

PREFIX:

CONTINUATION

LINE-BREAK

# KEYED NOTE REFERENCE

SHT #

A OFF-SHEET REFERENCE FOR

WIRING AND CIRCUITS

CONDUCTORS NOT CONNECTED

CONDUIT SYMBOLS

BELOW-GRADE PENETRATION CONDUIT SEAL

CONDUIT FIRE-RATED WALL PENETRATION

WALL

UNDERGROUND CONCRETE ENCASED DUCT BANK

SYMBOL DESCRIPTION

EXPOSED CONDUIT

CONDUIT IN SLAB OR BELOW GRADE

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT BENDS TOWARD OBSERVER

CONDUIT STUB AND CAPPED

BRANCH CIRCUIT, CONCEALED ABOVE CEILING OR IN

WALL WHERE POSSIBLE. WHERE EXPOSED ROUTE

PARALLEL AND PERPENDICULAR TO STRUCTURE.

BRANCH CIRCUIT HOME RUN. 3/4"C(#12 AWG MIN) U.N.O.

P1 - PANELBOARD

X,Y,Z - CIRCUIT NUMBERSP1:X,Y,Z

OVERHEAD NON-RIGID LINE

DIRECT BURIED CONDUIT

DIRECT BURIED CABLE

UNDEGROUND ELECTRICAL PRIMARY CONDUCTOR

CONDUIT WITH CONDUIT SEAL FITTING

NON-RIGID CONDUIT

CONDUIT TO CABLE GLAND SEAL

LIGHTING SYMBOLS

SYMBOL DESCRIPTION

CEILING MOUNTED EXIT SIGN. ARROW IF INDICATED

DENOTES ARROWS ON EXIT FACE PLACE. HATCH

INDICATES NUMBER OF EXIT FACES.

XX - DENOTES TYPE. SEE FIXTURE SCHEDULE

WALL MOUNTED EXIT SIGN.

XX

EMERGENCY UNIT LIGHT FIXTURE WITH 2 HEADS

CEILING LIGHT FIXTURE. SIZED PER PHYSICAL

DIMENSIONS OF FIXTURE

XX - DENOTES TYPE. SEE FIXTURE SCHEDULE

a - DENOTES CONTROLLED BY SWITCH IF

INDICATED

P1:10 - DENOTES SOURCE PANEL AND

BRANCH CIRCUIT NUMBER

XX

P1:10 a

CEILING LIGHT FIXTURE

HATCH DENOTES EQUIPPED WITH

EMERGENCY BATTERY BACKUP UNIT

WALL MOUNTED LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

HIGH MAST LIGHT FIXTURE

POLE MOUNTED LIGHT FIXTURE

HANDRAIL MOUNTED LIGHT FIXTURE

POLE MOUNTED LIGHT FIXTURE WITH NUMBER OF

ARMS OR HEADS AS SHOWN

SWITCH SYMBOLS

SYMBOL DESCRIPTION

120/277V, SINGLE TOGGLE, LIGHT SWITCH. 48" AFF

X - DENOTES TYPE

3 - 3 WAY

4 - 4 WAY

D - DIMMING (1500 WATT U.N.O.)

OS - OCCUPANCY SENSOR WITH MANUAL

OVERRIDE

OSD - OCCUPANCY SENSOR WITH

DIMMING AND MANUAL OVERRIDE

M - MOTOR RATED LOCKABLE TOGGLE

SWITCH

LV - LOW VOLTAGE DIGITAL

LV2 - LOW VOLTAGE DIGITAL WITH

DIMMING

WP - WEATHERPROOF COVER

HOA - HAND-OFF-AUTO

a - DENOTES FIXTURES CONTROLLED

Xa

VACANCY/OCCUPANCY SENSOR, CEILING MOUNTED

PC PHOTOCELL (MOUNT EXTERIOR OF BUILDING

FACING NORTH U.N.O)

M

LC LIGHTING CONTACTOR.

XX

RECEPTACLE SYMBOLS

SYMBOL DESCRIPTION

5-20R DUPLEX RECEPTACLE, 20 AMP, 5-20R,

125V - 18" AFF INTERIOR, 48" AFG EXTERIOR,

U.N.O.

XX - MOUNTING HEIGHT

GFCI - GROUND FAULT PROTECTION

WP - WEATHERPROOF COVER

WPU - WEATHERPROOF WHILE IN USE

COVER

IG - ISOLATED GROUND

FLOOR MOUNT DUPLEX RECEPTACLE

QUADPLEX RECEPTACLE

CEILING MOUNT DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - POWERED FROM UPS

HALF SWITCHED DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - MOUNT 6" ABOVE

COUNTER

RECEPTACLE - DUPLEX OUTDOOR WP/GFCI

w/ IN-USE COVER

RECEPTACLE - SPECIAL (AS INDICATED ON PLANS)

T - TWIST LOCK

RECEPTACLE - WELDING

RECEPTACLE - PLUG STRIP

P:X-Y

T

NUMBERS ADJACENT TO RECEPTACLE

INDICATED SOURCE PANEL ("P:X") AND

CIRCUIT NUMBER ("Y") FEEDING BRANCH

CIRCUIT.

FURNITURE SYSTEM CONNECTION BOX

NOTE: FIXTURE MODIFIERS APPLICABLE TO ALL

FIXTURE TYPES.

NOTE: RECEPTACLE MODIFIERS APPLICABLE TO

ALL RECEPTACLE TYPES.

GROUND CONDUCTOR. BARE COPPER GROUND

COUNTERPOISE. BURIED 30" BELOW GRADE (4/0

TINNED COPPER)

GROUND CONDUCTOR WITH MECHANICAL

CONNECTION.

GROUND BAR - SEE PLANS AND SPECS FOR

DIMENSIONS AND REQUIREMENTS

GROUND ROD WITH INSPECTION WELL

GROUND ROD (3/4"DIA X 10' COPPER-CLAD

U.N.O)

GROUNDING SYMBOLS

SYMBOL DESCRIPTION

GROUND CONDUCTOR WITH EXOTHERMIC

CONNECTION. PIGTAIL 18" ABOVE FINISHED

FLOOR.

CONCRETE ENCASED ELECTRODE OR

INDICATES BONDING TO CONCRETE REBAR

G

G

POWER PLAN SYMBOLS

SYMBOL DESCRIPTION

DISCONNECT SWITCH (SIZE MAY VARY AND MAY

DENOTE ACTUAL EQUIPMENT DIMENSIONS)

X - DENOTES TYPE

F - FUSED

NF - NON-FUSED (OR LEFT BLANK)

CB - ENCLOSED CIRCUIT BREAKER

3P - NUMBER OF POLES

30A - AMP RATING

4X - NEMA RATING

3R - PAINTED STEEL

4X - 316 STAINLESS STEEL

N1 - INTERIOR RATED

N12 - INTERIOR WITH DUST GASKET

4XP - NON-METALLIC NEMA 4X

N7 - EXPLOSION PROOF

X 30A / 3P

4X

COMBINATION TYPE STARTER AND DISCONNECT

X - NEMA STARTER SIZE

M - MAGNETIC TYPE

E - ELECTRONIC TYPE

X

100AF

80AT

TOP NUMBER DENOTES FRAME SIZE

BOTTOM NUMBER DENOTES TRIP OR FUSE SIZE

FULL VOLTAGE NON-REVERSING (FVNR) STARTER

JUNCTION BOX - GENERAL-PURPOSEJ

UTILITY METER

DRY-TYP TRANSFORMER (U.N.O).

SIZE MAY VARY ON PLAN SHEETS TO DENOTE

ACTUAL TRANSFORMER DIMENSIONS

T

ELECTRICAL EQUIPMENT AS NOTED ON

PLANS. SURFACE MOUNTED.

ELECTRICAL EQUIPMENT AS NOTED ON

PLANS. FLUSH OR RECESSED MOUNTED.

MOTOR OR MOTOR CONNECTION POINT

X - DENOTES HP

X

E

CONTROL SWITCH OR STATION FOR

MOTORS

PROVIDE ELECTRICAL CONNECTION TO

EQUIPMENT FURNISHED BY OTHERS

SPD

C3

ST

ATS AUTOMATIC TRANSFER SWITCH

T THERMOSTAT

M

SURGE PROTECTION DEVICE

C3 = SERVICE ENTRANCE DEVICE (TYPE 1)

B3 = DISTRIBUTION DEVICE (TYPE 2)

A3 = POINT OF USE DEVICE (TYPE 3)

SHUNT-TRIP BUTTON. FLUSH MOUNTED NEMA 4X

FOR EXTERIOR LOCATIONS

EXTERIOR JUNCTION BOX

XX DENOTES NEMA RATING

HxWxD DENOTES DIMENSIONS

J HxWxD

PB PULL-BOX

HH HAND HOLE

MH MAN HOLE

TB TERMINAL BOX

UTILITY POLE

FLOAT SWITCH

CABLE REEL

X

FB

UE

DB

G

AutoCAD SHX Text

AutoCAD SHX Text

1HR

AutoCAD SHX Text

XX

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J. CLEVENGER

J. CLEVENGER

J. MCCULLOUGH

SINGLE-LINE DIAGRAM SYMBOLS

SYMBOL DESCRIPTION

TRANSFORMER

XX - DENOTES SIZE IN KVA

YY - DENOTES VOLTAGE AND PHASE

R - DENOTE IMPEDANCE (PROVIDE

STANDARD IF BLANK)

K - DENOTES K-FACTOR

XX

YY

DELTA CONFIGURED WINDING

WYE CONFIGURED WINDING

GROUND ELECTRODE (3/4"Ø X 10') COPPER-CLAD

U.N.O.

SPD SURGE PROTECTION DEVICE

DISCONNECT SWITCH

SOLENOID VALVE

75KWHTR

HEATER w/ SIZE INDICATED

TRANSFER SWITCH

XX - DENOTES AMPERAGE

YY - DENOTES POLES

LOW VOLTAGE DISCONNECT

SWITCH

SYMBOL DESCRIPTION

MECHANICAL KEYED INTERLOCKK

INTERLOCK FUNCTIONI

INTERLOCK ASSOCIATION

VFD VARIABLE FREQUENCY DRIVE

N BUS CONNECTION

PQM POWER QUALITY MONITOR

SSRV SOLID STATE REDUCED VOLTAGE STARTER

SOLID STATE TRIPSST

RVSS REDUCED VOLTAGE SOFT STARTER

SYMBOL DESCRIPTION

PRESS. ACTUATED SWITCH

FLOAT ACTUATED SWITCH

FLOW ACTUATED SWITCH

TEMP. ACTUATED SWITCH

LIMIT SWITCH - NORMALLY OPEN

FUSE

LIMIT SWITCH - NORMALLY CLOSED

LIGHT SWITCH - NORMALLY CLOSED

HELD OPEN

LIGHT SWITCH - NORMALLY OPEN

HELD CLOSED

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

CONTROL CIRCUIT & PILOT DEVICE LEGEND

SYMBOL DESCRIPTION

LOW VOLTAGE FUSE

XX DENOTES AMP RATING

XX:A

HIGH VOLTAGE FUSE (ABOVE 600 V)

CIRCUIT BREAKER

DRAW OUT BREAKER

ST SHUNT TRIP

MOTOR WITH ASSUMED HORSEPOWER. ACTUAL

HORSEPOWER MAY DIFFER - INCREASE AS

REQUIRED

M

UTILITY CONNECTION

CT ENCLOSURE WITH SEPARATE METER

GENERATOR

XX: DENOTES SIZE IN KW

YY: DENOTES VOLTAGE AND PHASE

XX:KW

YY:V

CT

G

(3) CURRENT TRANSFORMER, (3)

INDICATES QUANTITY

CAPACITOR, 3 PHASE, SIZE AS INDICATED

M-MAGNETIC MOTOR STARTER,

C-GENERAL USE CONTACTOR

(NUMBER INDICATED NEMA SIZE)

MOTOR OVERLOAD DEVICE

SYMBOL DESCRIPTION

SELECTOR SWITCH OPERATOR

WITH FUNCTION SHOWN

MAINTAINED STOP MOMENTARY

START PUSHBUTTON (JOG)

ZERO SPEED OR ANTI-

PLUGGING SWITCH

LOCAL TERMINALS WITH

EXTERNAL WIRING

ELAPSED TIME INDICATOR

TIMING RELAY

INSTANTANEOUS CONTACTS

TIMING RELAY

INSTANTANEOUS CONTACTS

120 VAC TRANSFORMER

MAINTAINED STOP-START

PUSHBUTTON OPERATOR

SOLENOID OR CLUTCH

PUSH-TO-TEST

INDICATING LIGHT

TIMED CLOSED CONTACT

ON DE-ENERGIZATION

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY OPEN

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY CLOSED

PUSHBUTTON OPERATOR

WITH MUSHROOM HEAD

FIELD LOCATED STOP BUTTON

MAINTAINED PUSH-PULL OPERATOR

TIMED OPEN CONTACT

ON ENERGIZATION

TIMING RELAY COIL

TIMED CLOSED CONTACT

ON ENERGIZATION

CONTROL RELAY COIL

TWO COIL LATCHING RELAY

CONTROL RELAY

CONTACT-NORMALLY OPEN

CONTROL RELAY

CONTACT-NORMALLY CLOSED

TIMED OPEN CONTACT

ON DE-ENERGIZATION

K

R

R = COLOR RED

Y = COLOR YELLOW

G = COLOR GREEN

NORMALLY OPEN

NORMALLY CLOSED

XX

YY

X

1. PERFORM WORK IN COMPLIANCE WITH CODES AND ORDINANCES APPLICABLE TO

AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO; NATIONAL

ELECTRICAL CODE, NATIONAL FIRE PROTECTION CODES, BUILDING CODES, ENERGY

CODES, HEALTH AND SAFETY CODES, LOCAL LAWS AND REGULATIONS, AND

ACCESSIBILITY REQUIREMENTS. ADJUST WORK REQUIRED BY THIS CONTRACT WHERE

NECESSARY FOR COMPLIANCE.

2. ADHERE TO THE LATEST VERSION OF APPLICABLE INDUSTRY STANDARDS, INCLUDING

BUT NOT LIMITED TO; ISA - INSTRUMENT SOCIETY OF AUTOMATION, IES HANDBOOK

AND RECOMMENDED PRACTICES FOR LIGHTING, NETA ACCEPTANCE TESTING

STANDARDS (ATS), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE),

ANSI, ELECTRONIC INDUSTRY ALLIANCE / TELECOMMUNICATIONS INDUSTRY

ASSOCIATION (EIA / TIA), AND BUILDING INDUSTRY CONSULTING SERVICES

INTERNATIONAL (BICSI.)

3. PROVIDE EQUIPMENT AND MATERIALS LISTED AND LABELED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY ACCEPTABLE TO THE AUTHORITIES HAVING

JURISDICTION. CONTROL PANELS SHALL BE UL 508A LISTED AND LABELED. ANY PLC

PANEL, UL 508A CONTROL PANEL, MCC, SWITCHGEAR, STANDALONE MOTOR

CONTROLLERS, OR OTHER LISTED ELECTRICAL EQUIPMENT MODIFIED IN THE FIELD

AFTER IT HAS LEFT THE FACTORY SHALL BE EVALUATED BY AN NRTL TO PROVIDE A

FIELD LISTING.

4. ADHERE TO OWNER'S SITE-SPECIFIC PROTOCOLS INCLUDING, BUT NOT LIMITED TO;

SYSTEM OPERATIONS, HEALTH AND SAFETY, SITE ACCESS RESTRICTIONS, AND

LOCK-OUT / TAG-OUT PROCEDURES.

5. PERFORM ELECTRICAL WORK IN ADHERENCE TO NECA 1 - STANDARD FOR GOOD

WORKMANSHIP IN ELECTRICAL CONSTRUCTION.

6. COORDINATE WORK WITH OTHER TRADES, AND WITH OWNER'S THIRD-PARTY

CONTRACTORS AS APPLICABLE.

7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,

INCLUDING BUT NOT LIMITED TO; TEMPORARY PROVISIONS TO MAINTAIN FACILITY

USE, TEMPORARY CONSTRUCTION POWER AND COMMUNICATIONS, TOOLS /

EQUIPMENT / AND MATERIALS REQUIRED FOR EXECUTION OF THEIR WORK,

WORKFORCE SUPERVISION AND STAFFING, SITE HEALTH AND SAFETY,

CONSTRUCTION SCHEDULING, SEQUENCE OF CONSTRUCTION, AND PLANNING AND

COORDINATION OF WORK.

8. PREPARE AND SUBMIT COORDINATION DRAWINGS FOR ELECTRICAL EQUIPMENT

PLACEMENT, UNDERGROUND DUCT BANKS, AND OVERHEAD CONDUIT RACKS AND

CABLE TRAYS. ILLUSTRATE CONDUIT STUB-UPS AND ENTRY LOCATIONS INTO

EQUIPMENT ENCLOSURES. COORDINATE WITH ADJACENT ITEMS FOR CODE-REQUIRED

CLEARANCES, AND ACCESS AS REQUIRED FOR OPERATIONS AND MAINTENANCE.

(COORDINATION DRAWINGS ARE REQUIRED PRIOR TO EQUIPMENT SHOP DRAWING

APPROVAL.)

9. PLAN, PERMIT AND EXECUTE TRAFFIC CONTROL MEASURES AS REQUIRED TO

PERFORM WORK IN STREETS AND PUBLIC RIGHT-OF-WAY.

10. PROTECT NEW AND EXISTING EQUIPMENT AND MATERIALS FROM DAMAGE AND

DETERIORATION DURING CONSTRUCTION. REPAIR OR REPLACE ITEMS DAMAGED

DURING CONSTRUCTION TO THE EXTENT THEIR DAMAGE IS UNNOTICEABLE AND IN A

MANNER THAT DOES NOT AFFECT FUNCTION, USE, OR LONGEVITY (AT NO COST TO

THE OWNER). WARRANTIES SHALL NOT BE AFFECTED BY ANY REPAIRS MADE IN THE

FIELD.

11. THE OWNER HAS THE RIGHT TO RETAIN OR REFUSE ANY AND REMOVED MATERIALS.

COORDINATE WITH THE OWNER ON RETAINED ITEMS AND EXERCISE CARE IN

REMOVAL, HANDLING AND STORAGE. ITEMS NOT RETAINED BY THE OWNER SHALL BE

RECYCLED WHERE SUCH PROGRAMS EXIST, NON-RECYCLABLE ITEMS SHALL BE

LAWFULLY DISPOSED OF BY THE CONTRACTOR.

12. FACILITY OPERATIONS AND USE SHALL BE MAINTAINED, EXCEPT AS EXPLICITLY

IDENTIFIED FOR DECOMMISSIONING. PROVIDE TEMPORARY FACILITIES AND SERVICES

NECESSARY TO MAINTAIN FACILITY OPERATIONS DURING CONSTRUCTION.

COORDINATE SCHEDULING AND TEMPORARY PROVISIONS FOR SYSTEM OUTAGES

WITH THE OWNER A MINIMUM OF TWO WEEKS IN ADVANCE OF WORK WHICH MAY

AFFECT FACILITY OPERATIONS. THIS MAY INCLUDE TEMPORARY LIFE SAFETY

SYSTEMS, TEMPORARY POWER, TEMPORARY COMMUNICATION NETWORKS,

TEMPORARY CONTROLS SOFTWARE AND HARDWARE. THESE ITEMS ARE TO BE

INCLUDED IN THE CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR CLAIMS OF

ADDITIONAL COST OR TIME.

13. WHERE NEW UTILITIES ARE INCLUDED IN THE SCOPE OF WORK, COORDINATE EXACT

DIVISION OF UTILITY WORK WITH LOCAL UTILITY COMPANIES PROVIDING SERVICES.

WHERE CONTRACT REQUIREMENTS EXCEED THIS COORDINATED RESPONSIBILITY,

PROVIDE SUITABLE CREDIT FOR WORK BEING PERFORMED BY OTHERS.

14. THE CONTRACT DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND REPRESENT

SYSTEMS THAT ARE COMPLETE AND FUNCTIONAL FOR THEIR INTENDED USE. PROVIDE

SUPPLEMENTAL MATERIALS, LABOR AND OTHER ANCILLARY ITEMS REQUIRED FOR

COMPLETE INSTALLATION. THESE ITEMS ARE TO BE INCLUDED IN THE CONTRACTOR'S

BID AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.

15. THE CONTRACTOR SHALL COORDINATE WITH THE HVAC AND PROCESS EQUIPMENT

SUPPLIERS. THE INTENT OF THE ELECTRICAL DRAWINGS IS TO PROVIDE A FULLY

FUNCTIONAL HVAC AND PROCESS TREATMENT SYSTEM. AS SUCH, THE CONTRACTOR

MAY BE REQUIRED TO MODIFY ELECTRICAL INSTALLATION INDICATED ON PLANS OR

PROVIDE SUPPLEMENTAL MATERIALS, LABOR AND OTHER ANCILLARY ITEMS

REQUIRED FOR COMPLETE INSTALLATION. THESE ITEMS ARE TO BE INCLUDED IN THE

CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR

TIME

16. PROVIDE ADDITIONAL JUNCTION BOXES, PULL BOXES AND HANDHOLES NECESSARY

TO LIMIT INSTALLED CONDUIT BENDS TO NO MORE THAN 360-DEGREES FOR

OVERHEAD WORK, AND 270-DEGREES FOR UNDERGROUND WORK. LOCATE BOXES

BASED OF CABLE PULLING TENSION AND ACCESSIBILITY. SIZE BOXES PER CABLE

MANUFACTURES BENDING RADIUS REQUIREMENTS AND THE NEC. THESE ITEMS ARE

TO BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR CLAIMS

OF ADDITIONAL COST OR TIME. INSTALLATION OF NETWORK CABLING AND

EQUIPMENT SHALL COMPLY WITH APPLICABLE EIA/TIA AND BICSI REQUIREMENTS.

17. CONVENIENCE OUTLETS SHOWN WITHOUT DESIGNATED CIRCUITRY SHALL INCLUDE

CONDUIT AND WIRE BACK TO THE NEAREST 120V BRANCH CIRCUIT PANELBOARD

USING WIRING METHODS CONSISTENT WITH SIMILAR CIRCUITS WITHIN THAT AREA.

THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL NOT BE A

BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.

18. PROVIDE BRANCH CIRCUIT WIRING AND CONTROLS FOR INSTALLED LIGHTING

SYSTEMS. THIS WORK IS TO BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL NOT

BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.

19. ADJUST BRANCH CIRCUIT CONDUCTOR SIZES TO COMPENSATE FOR VOLTAGE DROP

AND DERATING OF AMPACITY BASED ON THE NUMBER OF CONDUCTORS CONTAINED

WITHIN A SUBJECT RACEWAY. FOR 20-AMPERE BRANCH CIRCUITS EXCEEDING 75-FEET

IN OVERALL LENGTH, INCREASE CONDUCTORS TO #10AWG SIZE (OR GREATER) AS

REQUIRED TO REDUCE VOLTAGE DROP TO NO MORE THAN THREE PERCENT

LINE-TO-NEUTRAL. THESE ADJUSTMENTS ARE TO BE INCLUDED IN THE CONTRACTOR'S

BID AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.

20. DIMENSIONAL TOLERANCES ARE NOT SPECIFICALLY INDICATED IN PLANS, DETAILS

AND SPECIFICATIONS. ALIGN ABUTTING HORIZONTAL ITEMS WITHIN +/- 1/64”, AND

WALL-MOUNTED OR SUSPENDED ITEMS SEPARATED BY 12” OR MORE TO A

TOLERANCE OF 1/16”. PLUMB ITEMS SHALL NOT DEVIATE FROM TRUE VERTICAL BY

MORE THAN 1/8” IN 10'-0”. LEVEL EQUIPMENT TO WITHIN 1/32” ACROSS ITS HORIZONTAL

SURFACE IN EACH DIRECTION.

21. ALL CONDUITS SHALL BE MINIMUM ¾ INCH RGS (ABOVE GRADE) AND 1” PVC (BELOW

GRADE) UNLESS OTHERWISE NOTED AND INCLUDE AN INSULATED GREEN GROUNDING

CONDUCTOR SIZED PER THE NEC. MINIMUM WIRE SIZE SHALL BE #12 AWG UNLESS

OTHERWISE NOTED. THIS GROUND WIRE SHALL BE CONNECTED AT EACH END TO THE

EQUIPMENT GROUND. THIS ALSO INCLUDES INSTRUMENTATION DEVICES SUCH AS

LEVEL, PRESSURE, FLOW TRANSMITTERS, LIMIT SWITCHES, CONDUITS, NETWORK AND

I/O CABLES.

22. COMPLETELY CONCEAL POLY-VINYL CHLORIDE (PVC) CONDUITS WITHIN CONCRETE

OR BELOW GRADE (UNLESS SPECIFICALLY INDICATED OTHERWISE.) PROVIDE RIGID

GALVANIZED STEEL RISERS AND ELBOWS (WITH OR WITHOUT PVC COATING AS

SPECIFIED) FOR EMBEDDED / UNDERGROUND PVC CONDUIT RUNS.

23. SECURELY FASTEN EQUIPMENT AND MATERIALS INTO PLACE TO PROVIDE RESTRAINT

AGAINST MOVEMENT AND SEPARATION DURING CONDITIONS OF REGULAR USE AND

DURING SEISMIC EVENTS. PROVIDE AND SUBMIT FOR APPROVAL STRUCTURAL DESIGN

AND CALCULATIONS BY A REGISTERED PROFESSIONAL ENGINEER FOR SEISMIC

RESTRAINT.

24. UNDERGROUND POWER AND CONTROL CONDUIT SYSTEMS SHALL BE SEPARATED BY

12” MINIMUM AND SHALL BE RUN THROUGH SEPARATE JUNCTION BOXES AND

MANHOLES.

25. ALL EXTERIOR AREAS SHALL BE CONSIDERED WET AND CORROSIVE. EXTERIOR

ELECTRICAL ENCLOSURES SHALL BE NEMA 4X STAINLESS STEEL UNLESS

SPECIFICALLY NOTED OTHERWISE.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COORDINATED

ELECTRICAL POWER DISTRIBUTION SYSTEM IN ACCORDANCE WITH NEC ARTICLE

240.12 AND ARTICLE 700.27 COORDINATION STUDIES SHALL BE APPROVED PRIOR TO

ORDERING ELECTRICAL DISTRIBUTION EQUIPMENT AND BREAKERS.

27. ELECTRICAL SYSTEM INSTALLED IN HAZARDOUS LOCATIONS SHALL BE CONSTRUCTED

IN ACCORDANCE WITH CHAPTER 5, ARTICLE 500 OF THE NEC. EQUIPMENT SHALL BE

RATED FOR THE HAZARDOUS AREA IN WHICH IT IS PLACED. CONDUITS LEAVING

HAZARDOUS AREAS SHALL BE SEALED PER THE NEC. STANDARDS SUCH AS NFPA 820

AND API 500 SHALL BE USED IN ACCORDANCE WITH CHAPTER 5 OF THE NEC.

28. THE CONTRACTOR SHALL SIZE WIRING NOT EXPLICITLY SHOWN ON THE DRAWINGS

ACCORDING TO THE REQUIREMENT OF THE NEC FOR THE SPECIFIC APPLICATION AND

CONDITIONS. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE CONTRACT

REQUIREMENTS.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES

AND PROTECTING SAID UTILITIES DURING THE INSTALLATION OF THE ELECTRICAL

SYSTEM.

30. WHERE SELECTIVE DEMOLITION TO EXISTING PAVEMENTS AND SIDEWALKS ARE

REQUIRED TO PERFORM CONSTRUCTION ACTIVITIES, NEATLY SAW-CUT SURFACES

ALONG EDGES OF WORK AREA.

31. CORE-DRILLING SHALL BE UTILIZED FOR CONCRETE WALLS AND FLOORS WHERE

PENETRATIONS ARE REQUIRED. LOCATE REINFORCING STEEL PRIOR TO CORE

DRILLING AND AVOID CUTTING STEEL WHERE POSSIBLE. WHERE CUTTING OF

REINFORCING STEEL IS UNAVOIDABLE, SUBMIT AN RFI AND OBTAIN STRUCTURAL

APPROVAL FOR THE NECESSARY REPAIRS ASSOCIATED WITH CUTTING REINFORCING

STEEL.

32. VERIFY VOLTAGE AND PHASE PRIOR TO ORDERING AND AGAIN PRIOR TO

TERMINATION OF CONDUCTORS ON EQUIPMENT AND DEVICES. DAMAGES RESULTING

FROM LACK OF VERIFICATION SHALL BE BORNE BY THE CONTRACTOR.

33. SECURE SURFACE-MOUNTED ELECTRICAL EQUIPMENT AND RACEWAYS WITH

CHANNEL STRUT. MINIMUM STRUT LENGTH TO BE 12 INCHES, WHERE POSSIBLE.

34. APPLY DUCT SEAL TO CONDUITS ENTERING CONTROL PANELS AND ELECTRICAL

EQUIPMENT ENCLOSURES.

35. ADJUST EQUIPMENT RATINGS AND CAPACITIES TO COMPENSATE FOR SITE-SPECIFIC

AMBIENT TEMPERATURE…