Drawings 6-2026.pdf

A2 A5

A5

S

L O

P E

SLOPE

LO

P E

S

LO

P E

S L O

P

SLOPE

P

P E

O V

E R

F L O

W D

R A

IN

T O

C A T C H B

A S

IN

A3

A3

A4

A4

A42

A4

A4

A4

A4 6

A4

VAULT DRAIN

TRENCH HATCHED AREA

FOLLOWING DRAINAGE AND

SUPPLY LINE. DRAINAGE AND

SUPPLY LINE TO BE REMOVED

AND REPLACED WITH NEW.

CAREFULLY REMOVE AND

SALVAGE EXISTING BRICK

PAVERS FOR REINSTALLATION.

SAWCUT THROUGH SLAB ON

GRADE AND TRENCH HATCHED

AREA FOLLOWING DRAINAGE

AND SUPPLY LINE. DRAINAGE

AND SUPPLY LINE TO BE

REMOVED AND REPLACED

WITH NEW.

CAREFULLY REMOVE BLUESTONE

COPING IN ITS ENTIRETY FROM

FOUNTAIN HALF WALL.

REMOVE AND DISPOSE

OF EXISTING FOUNTAIN

SUPPLY AND RETURN

PIPES.

A2

EXISTING EQUIPMENT

VAULT TO REMAIN

PROTECT TREE ROOT ZONE AT

ALL TREES. DO NOT PARK OR

STORE MATERIALS WITHIN DRIP

LINE OF TREES.

A2

B A

S E

B

ID

R

EP

LA

C

E P

IP

IN

G T

O

B A S E B

ID

R E P L A C E P

IP

IN

G T O

B A S E B

ID

R E P L A C E P

IP

IN

G T

O

A L T E R N A

TE

R E P L A C E B

UR

IE

D P

IP

IN

G

A L T E R

N A T E

R E P L A C E B

U R

IE

D

P

IP

IN

G

(MD1)

(MD2)

(FN1)

(MD3)

(OF1)

(I1)

(I2)

(SK-1)

TEMPORARY FENCING

1. PIPING SCHEMATIC IS BASED ON AVAILABLE

INFORMATION. CONTRACTOR SCOPE OF WORK

SHALL INCLUDE THE FOLLOWING:

2. BASE BID:

ALTERNATE #1:

• PRESSURE TEST ALL PIPING

• SCOPE ALL PIPES WITH DETENTION

DEVICE TO CONFIRM PIPE ROUTE AND

FUNCTION.

• CONFIRM PIPE SIZES AND DOCUMENT SIZE

WITH FUNCTION.

• CREATE A SCHEMATIC AS-BUILT SKETCH

FOR ARCHITECT'S REVIEW.

• REPLACE ALL FITTINGS WITHIN THE

FOUNTAIN.

• REPLACE ALL PIPING WITHIN THE FOUNTAIN

TO A POINT 5'-0" BEYOND THE OUTSIDE

FACE OF WALL.

• REPLACE PUMPS, FILTER AND ALL PIPING

VALVES, "GAUGES" AND METERS WITHIN

THE VAULT, AND TO A POINT 5'-0"

BEYOND THE OUTSIDE FACES OF WALL.

• REPLACE REMAINING PIPING BETWEEN

FOUNTAIN & VAULT.

3. PIPES TO BE SCHEDULE 80 PVC FOR ALL

EMBEDDED OR BURIED PIPES. EXPOSED PIPING

IN VAULT MAY BE SCHEDULE 80 OR SCHEDULE

40, BY CONTRACTOR'S OPTION.

4. ALL BURIED PIPING TO BE PITCHED TO ALLOW

GRAVITY DRAWING FOR WINTERIZATION. PIPING

TO BE BEDDED IN SAND.

FOUNTAIN SUPPLY & RETURN TO/FROM P1 & P2

SKIMMER & MAIN DRAIN TO PUMP P1

FILTERED WATER RETURN

FOUNTAIN DRAIN & VAULT DRAIN

FILL LINE

BALL VALVE

G.BAR - OPERATED VALVE

FLOW METER

LEGEND:

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

GROUND DEMO

FLOOR PLAN

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A1

06/24/2026

1/4" = 1'-0"1 SITE DEMOLITION PLAN

NO SCALE

GENERAL NOTES

NOTE: SEE DRAWING A3 FOR

EXTENTS OF CONCRETE REMOVAL

& PIPE/FITTING REPLACEMENT

REVISIONS

NO. DATE DESCRIPTION

GRADE

0"

FOUNTAIN F.F.

3 1/2"

T/O FOUNDATION

FOOTING

-4'-0"

1'-6"

ABRASIVE BLAST AND REMOVE EXPOSED

AGGREGATE CONCRETE FINISH ON CONCRETE WALL

SUBSTRATE AND CONCRETE SLAB ON GRADE.

CAREFULLY SAWCUT AND REMOVE SKIMMER

GRADE

0"

FOUNTAIN F.F.

3 1/2"

T/O FOUNDATION

FOOTING

-4'-0"

1/

REMOVE CAPSTONE

COPING

CAREFULLY

SAWCUT 1" DEEP

ABOVE SKIMMER

REMOVE AND DISCARD

EXISTING SKIMMER AND

PIPING

CAREFULLY CHIP CONCRETE

AROUND SKIMMER TO PREVENT

DAMAGE TO REINFORCEMENT.

ABRASIVE BLAST EXPOSED

AGGREGATE CONCRETE FINISH

NOTE:

DEMO AT INLETS AND OUTLETS SIMILAR.

ABRASIVE BLAST

EXPOSED AGGREGATE

CONCRETE FINISH

CAREFULLY SAWCUT 1" DEEP

AND CHIP CONCRETE AT

TRENCH. DO NOT DAMAGE

REINFORCEMENT.

GRADE

0"

FOUNTAIN F.F.

3 1/2"

T/O FOUNDATION

FOOTING

-4'-0"

A2

1'-6"

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

DEMOLITION

FOUNTAIN SECTIONS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A2

06/24/2026

1/2" = 1'-0"5 DEMOLITION CROSS SECTION THROUGH MAIN DRAIN @ FOUNTAIN

1 1/2" = 1'-0"2 WALL DEMO SECTION @ SKIMMER

1 1/2" = 1'-0"6 DEMO AT FLOOR TRENCH

1/2" = 1'-0"1 DEMOLITION CROSS SECTION THROUGH SKIMMER

GRADE

0"

T Y P

V .I .F

TYP.

V.I.F. 9'-6 3/4" +/-

GRADE

0"

GRADE

0"

A2

GRADE

0"

A2

A2

GRADE

0"

REMOVE AND REPLACE ELECTRICAL BOX. REFER

TO 'E' DRAWINGS FOR ADDITIONAL INFORMATION

PATCH AND REPAIR EXISTING MASONRY STONE

EXTERIOR AS NEEDED.

GRADE

0"

GRADE

0"

A2

PROTECT PLAQUE FROM

DAMAGE AND CLEAN PRIOR

TO SUBSTANTIAL COMPLETION

GRADE

0"

A2

A2

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

DEMOLITION

FOUNTAIN EXTERIOR

ELEVATIONS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A4

06/24/2026

1/2" = 1'-0"4 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"3 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"2 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"1 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"8 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"7 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"6 EXTERIOR FOUNTAIN WALL

1/2" = 1'-0"5 EXTERIOR FOUNTAIN WALL

SCOPE OF WORK AT EXTERIOR STONE FACE:

1. POWER WASH ALL SURFACES.

2. REMOVE CAP STONE AND PROTECT TOP OF WALL FROM DAMAGE AND

WATER INFILTRATION. REPAIR TOP OF WALL. INCLUDING SPALLS AND CRACKS.

REPOINT STONE BY CUTTING ALL JOINTS 1/2" DEEP AND REPOINTING WITH

PORTLAND CEMENT MORTAR TO MATCH COLOR AND TEXTURE OF EXISTING.

3. CLEAN STONE OF ANY MORTAR DROPPINGS AND HAZE USING MILD SOLUTION.

ONLY USE ACID SOLUTION WHERE/IF NECESSARY.

P1

P2

F1

GUTTER

DRAIN LINE

VAULT DRAIN

VAULT ACCESS DOOR ABOVE.

KEEP AREA BELOW CLEAR OF

PIPING AND EQUIPMENT.

CAREFULLY SAWCUT FLOOR

SLAB IN PREPARATION OF NEW

4" STRUCTURAL SLAB.

SKIMMER SUPPLY

MAIN DRAIN SUPPLY

FILTERED

WATER RETURN

DISCHARGE

TO FILTER

FOUNTAIN

RETURN

FOUNTAIN

SUPPLY

FOUNTAIN FILL LINE

EXISTING BACKFLOW

PREVENTER TO REMAIN

FM

FM

ELECTRICAL EQUIPMENT

RE: E DRAWINGS FOR

ADDITIONAL INFORMATION

A2

FN1

MD2

MD1

MP3

OF1

SK-1

A2

EXCAVATE HATCHED AREA

FOLLOWING DRAINAGE AND

SUPPLY LINE. DRAINAGE AND

SUPPLY LINE TO BE REMOVED

AND REPLACED WITH NEW.

A2

I1

FI

LL

L

IN

E

I2

FOUNTAIN SUPPLY & RETURN TO/FROM P1 & P2

SKIMMER & MAIN DRAIN TO PUMP P1

FILTERED WATER RETURN

FOUNTAIN DRAIN & VAULT DRAIN

FILL LINE

BALL VALVE

G.BAR - OPERATED VALVE

FLOW METER

LEGEND:

P1

P2

F1

FM1

FM2

TAG DESCRIPTION MAKE/MODEL

FILTER PUMP

FOUNTAIN PUMP

FILTER

FLOW METER

FLOW METER

PENTAIR, WHISPERFLO, 1 HP

PENTAIR, WHISPERFLO, 1 HP

PENTAIR, CLEAN & CLEAR, CC 100

BLUE - WHITE, F-300

BLUE - WHITE, F-300

BALL - VALVE JANDY, UNIONIZED - PVC

GEAR - OPERATED VALVE JANDY WITH G. BAR HANDLE

FN1 FOUNTAIN NUZZLE LONG ISLAND FOUNDATION CO., NLC-125

MDI-3 MAIN DRAIN HAYWARD, WG 1061, 8"

IL-1&2 INLET HAYWARD, SP 1419

OF-1 OVERFLOW FITTING CRYSTAL FOUNTAIN, DOA

SK-1 SKIMMER HAYWARD, SP 1099S, OPEN FRONT

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

ENLARGED DEMO

PIPING PLAN

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A3

06/24/2026

1/2" = 1'-0"1 PUMP ROOM PIPING PLAN

1/2" = 1'-0"2 FOUNTAIN PIPING PLAN

1" = 1'-0"

EQUIPMENT SCHEDULE

1'-6"

3'-4"

1'

1'

2'-7"

1'-0"

1'

SKIMMER

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

FOUNTAIN INTERIOR

ELEVATIONS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A5

06/24/2026

1/2" = 1'-0"1 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"8 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"3 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"5 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"7 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"2 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"4 INTERIOR FOUNTAIN WALL

1/2" = 1'-0"6 INTERIOR FOUNTAIN WALL

NOTE:

FOR PURPOSES OF BID ASSUME 25% OF CRACKS

IN PLASTER REDUCE CONCRETE CRACK REPAIR AFTER

PLASTER REMOVAL ASSUME 25 SF OF CONCRETE SPALL REPAIR.

SEE DRAWINGS A6,A7 & A8 FOR REPAIR METHODS.

2'-0"

1 3/4"2"

2 3/4"

CHAMFERED EDGE

DRIP EDGE

LIQUID APPLIED

WATERPROOFING MEMBRANE

EQUIVALENT TO LATICRETE

HYDRO SEAL

PLASTER TO BE EQUIVALENT

TO "RADIANT TEXTURED" FINISH

AS MANUFACTURED BY PEBBLE

TECHNOLOGY INTERNATIONAL

CAST STONE COPING

EXISTING STONE TO

REMAIN. REPOINT, TYP.

CONTINUOUS FABRIC/METAL

THROUGH WALL FLASHING

EQUIVALENT TO YORK 'MULTI-

FLASH STAINLESS STEEL'

1/8" SLOPE

STAINLESS STEEL PIN

(2) PIER PIECE

REPOINT, TYP.

GRADE

0"

LIQUID APPLIED

WATERPROOFING MEMBRANE

EQUIVALENT TO LATICRETE

HYDRO SEAL

PORTLAND CEMENT BASED

MORTAR PARGE COAT TO

PROVIDE SUITABLE SURFACE FOR

NEW PLASTER FINISH

EXISTING STONE TO

REMAIN.

PLASTER TO BE EQUIVALENT

TO "RADIANT TEXTURED" FINISH

AS MANUFACTURED BY PEBBLE

TECHNOLOGY INTERNATIONAL

REPOINT, TYP.

HAYWARD, WG 1061, 8",

(REFER TO PLUMBING

DWGS FOR EQUIP. DETAIL)

RE: APPROVED

SHOP DWGS FOR

PIPE CONNECTION

REQUIREMENTS

EXISTING SLAB AND 3 1/4" RETROFIT PVC

WATERSTOP, SET IN MANUFACTURER'S

ADHESIVE (SIMILAR ON OTHER SIDE)

4" EMBEDMENT OF THREADED ROD

GRADE

0"

FOUNTAIN F.F.

3 1/2"

T/O FOUNDATION

FOOTING

-4'-0"

A6

A6

WEEPHOLE BEYOND

SEALANT AND

BACKER ROD

PRECAST

CONCRETE COPING

STAINLESS STEEL

FLASHING

HAYWARD SP1099S

SKIMMER (REFER TO

PLUMBING DWGS FOR

EQUIP. DETAIL)

LIQUID APPLIED

WATERPROOFING

MEMBRANE EQUIVALENT TO

LATICRETE HYDRO SEAL

PORTLAND CEMENT

BASED MORTAR PARGE

COAT TO PROVIDE

SUITABLE SURFACE FOR

NEW PLASTER FINISH

GRADE

0"

FOUNTAIN F.F.

3 1/2"

T/O FOUNDATION

FOOTING

-4'-0"

"1'

1/

A6

A6

A6

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

EXTERIOR DETAILS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A6

06/24/2026

3" = 1'-0"6 COPING CAP DETAIL

3" = 1'-0"5 POOL CURB DETAIL

1/2" = 1'-0"1 CROSS SECTION THROUGH FOUNTAIN

1 1/2" = 1'-0"9 WALL SECTION @ SKIMMER

3" = 1'-0"7 MAIN DRAIN DETAIL

ISSUANCES

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

CONCRETE REPAIR

DETAILS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A7

06/24/2026

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

CONCRETE REPAIR

DETAILS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A8

06/24/2026

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

TLBA

CONCRETE REPAIR

DETAILS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

2026.005

LDP

MPF

BID

A9

06/24/2026

M

TIMECLOCK

FOR LIGHT

POLES

TIMECLOCK

FOR "SPRAY

HEAD"

WIREWAY

SQUARE D

CONTACTOR

100A 120/240V

MCB LOAD

CENTER

100A

JUNCTION BOX

FOR

IRRIGATION

CONTROL

CIRCUITS - ETR

TORO -

IRRIGATION

CONTROLLER

EXISTING 100A,

120/240V, 1⌀, 3W

PEDESTAL METER

SOCKET - ETR

EXISTING UNDERGROUND

CONCRETE VAULT

ELEVATION A

PRESERVE (3) OUTGOING SITE LIGHTING

BRANCH CIRCUITS FOR RECONNECTION

TO NEW CONTACTOR AND TIMECLOCK

DURING NEW WORK PHASE. RELOCATE

EXISTING TIMECLOCK TO NEW

OUTDOOR ENCLOSURE DURING NEW

WORK PHASE

REMOVE EXISTING TIMECLOCK FOR

"SPRAY HEAD" AND TURN OVER TO

TOWN OF GLASTONBURY

REMOVE EXISTING CONTACTOR FOR

SITE LIGHTING CIRCUITS AND

PRESERVE FOR RELOCATION TO

NEW ELECTRICAL SERVICE

EQUIPMENT ENCLOSURE

REMOVE EXISTING IRRIGATION

CONTROLLER AND PRESERVE FOR

RELOCATION TO NEW ELECTRICAL

SERVICE ENCLOSURE D DURING

NEW WORK PHASE

REMOVE EXISTING WIREWAY

REMOVE EXISTING FEEDER FROM

PEDESTAL TO EXISTING LOAD CENTER

M

JUNCTION BOX

FOR

IRRIGATION

CONTROL

CIRCUITS - ETR

EXISTING 100A,

120/240V, 1⌀, 3W

PEDESTAL METER

SOCKET - ETR

EXISTING UNDERGROUND

CONCRETE VAULT

ELEVATION A

NEW WP

JUNCTION BOX

FOR EXISTING

SITE LIGHT

CIRCUITS

NEW WP

JUNCTION BOX

FOR EXISTING

SITE LIGHT

CIRCUITS - ETR

NEW WP

JUNCTION BOX

FOR NEW AND

EXISTING

INCOMING

CIRCUITS

PROVIDE 3#3, #8G IN 1-1/4"C FROM

EXISTING PEDESTAL METER SOCKET

TO NEW 100A MCB IN NEW SERVICE

EQUIPMENT ENCLOSURE. REFER TO

TRENCHING DETAIL ON E1.00

PROVIDE (3) 2#12,#12G CIRCUITS

INTERCEPTING EXISTING SITE

CIRCUITS TO NEW PANEL PP-1

NEW ELECTRICAL SERVICE EQUIPMENT

ENCLOSURE. REFER TO DETAIL 7/E1.00

PROVIDE (2) 1-1/4”C FROM NEW

ELECTRICAL SERVICE EQUIPMENT

ENCLOSURE TO EXISTING

PENETRATION IN EXISTING

UNDERGROUND CONCRETE VAULT

SECTION A

SECTION B

SECTION C

SECTION D

EXISTING FILTER TO

BE REMOVED

EXISTING FOUNTAIN

PUMP TO BE

REMOVED

EXISTING ELECTRICAL EQUIPMENT TO

BE REMOVED

EXISTING JUNCTION BOX

FOR IRRIGATION CIRCUITS

SECTION A

SECTION B

SECTION C

SECTION D

EXISTING JUNCTION BOX

FOR IRRIGATION CIRCUITS

A

P-2

P-1

WP,GFI

CONNECT NEW LIGHT

FIXTURE TO

CONNECT NEW LIGHT FIXTURE TO

EXISTING LIGHTING CIRCUIT

PRESERVED DURING DEMOLITION

7,PP-1

EXISTING UNDERGROUND

CONCRETE VAULT

ELEVATION C

EXISTING RECEPTACLES

WITH WEATHERPROOF

COVERS TO BE REMOVED

INCANDESCENT

PORCELINE LAMP

HOLDER TO BE REMOVED.

PRESERVE EXISTING

LIGHTING CIRCUIT FED

FROM METER SOCKET

PEDESTAL FOR REUSE IN

NEW WORK PHASE

EXISTING UNDERGROUND

CONCRETE VAULT

ELEVATION C

PROVIDE NEW GFCI

RECEPTACLE WITH

WEATHERPROOF COVERS.

PROVIDE 2#12,#12G IN 3/4”C

BACK TO PP-1

PROVIDE ENCLOSED AND

GASKETED IP67 RATED

LED FIXTURE, COLUMBIA

LIGHTING LXEM-4-50-ML-

RFP-E-U OR EQUIVALENT

WIRED TO EXISTING

LIGHTING CIRCUIT

PRESERVED DURING

DEMOLITION

TIMECLOCKS AND

CONTACTORS

NEMA 4 EXTERIOR RATED EQUIPMENT ENCLOSURE - HAMMOND

MAUFACTURING PART #HN4FS604818, 60" X 48" X 18"; DOUBLE DOOR

WITH 3-POINT LATCHING SYSTEM AND LOCKING HANDLE

1'-0" THICK CONCRETE PAD

60"

31.5"

48"

TOP VIEW

FRONT VIEW

18" MIN. (TYP. ALL AROUND)

9'-0" X 5'-0" CONCRETE SLAB

ON COMPACTED SUB-

GRADE - 4000 PSI WITH #5

REBAR, 12' O.C. EACH WAY

AT BOTTOM

GRADE

PANEL PP-1

120/240V

REINSTALL EXISTING TIMECLOCK FOR SITE LIGHTING CIRCUITS.

PROVIDE TORK 8001-N 120V MECHANICAL TIMECLOCK OR EQUIVALENT

TC1

C1

REINSTALL EXISTING CONTACTOR FOR SITE LIGHTING CIRCUITS.

PROVIDE (3) 20A-1P THROUGH CONTACTOR FOR SITE LIGHTING

PANEL PP-1

120/240V

PROVIDE 100A MCB, 120/240V, 1⌀,

3W, NEMA3R, 24 POLE, SCHNEIDER

QO120M100PRB OR EQUIVALENT

TC2

PROVIDE NEW TIMECLOCK FOR FOUNTAIN PUMP AND FILTER

CIRCUITS. TORK 11048 240V MECHANICAL TIMECLOCK

REINSTALL EXISTING IRRIGATION CONTROLLER AND RECONNECT TO

NEW PANELBOARD

PROVIDE NEW TIMECLOCK WIRED THROUGH SINGLE POLE SWITCH FOR

EXTERIOR FLUSH GROUND BOX FOR "CHRISTMAS TREE LIGHTS".

PROVIDE TORK 11048 240V MECHANICAL TIMECLOCK OR EQUIVALENT

TC3$

GFI

PROVIDE GFI CONVENIENCE

RECEPTACLE

ELECTRICAL ABBREVIATIONS

AMPERE

ALTERNATING CURRENT

ARC FAULT CIRCUIT INTERRUPTER

AIR CONDITIONING UNIT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPS INTERRUPTING CURRENT

ALUMINUM

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAUGE

BASEMENT

CONDUIT

CABLE TELEVISION

CIRCUIT BREAKER

CIRCUIT

COMPRESSOR

CONDENSATE PUMP

CURRENT TRANSFORMER

CONDENSING UNIT OR COPPER

CABINET UNIT HEATER

DRYER

DEGREE

DIAMETER

DOWN

DRAWING

EXHAUST FAN

ELECTRICAL

ELEVATOR

EMERGENCY

ELECTRIC METALLIC TUBING

EMERGENCY PANEL

ELECTRIC UNIT HEATER

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FAHRENHEIT

FIRE ALARM

FIRE ALARM CONTROL PANEL

FOOT CANDLE

FAN COIL UNIT

GROUND

GROUND FAULT CIRCUIT INTERRUPTER

HORSE POWER

HIGH PRESSURE SODIUM

HOUR

HERTZ

ISOLATED GROUND

INCHES

JUNCTION BOX

THOUSAND CIRCULAR MILS

KILOVOLT AMPERE

KILOWATT

MAXIMUM

MAKE-UP AIR UNIT

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOLDED CASE CIRCUIT BREAKER

METAL HALIDE OR MANHOLE

MINIMUM

MAIN LUGS ONLY

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NOT IN CONTRACT

NOT TO SCALE

POLE

PRIMARY ELECTRIC SERVICE

POWER FACTOR

PHASE

PANEL

POLYVINYL CHLORIDE CONDUIT

REFRIGERATOR

RIGID GALVANIZED STEEL CONDUIT

ROOM

ROOFTOP UNIT

SECONDARY ELECTRICAL SERVICE

SPECIFICATION

SWITCHBOARD

SURGE PROTECTION DEVICE

TELECOMMUNICATIONS/TELEPHONE

TELEVISION

TRANSFORMER

TYPICAL

UNIT HEATER

UNLESS OTHERWISE NOTED

VOLTS

VOLT AMPERE

VOLTS ALTERNATING CURRENT

VERIFY IN FIELD

WATT OR WIRE

WASHER

WIRE GUARD

WEATHERPROOF

A/AMP

AC

AFCI

ACU

AFF

AFG

AHU

AIC

AL

ATS

AWG

BSMT

C

CATV

C/B

CKT

COMP

CP

CT

CU

CUH

D

DEG.

DIA

DN

DWG

EF

ELEC

ELEV

EM

EMT

EP

EUH

EWC

EWH

F

FA

FACP

FC

FCU

G

GFCI

HP

HPS

HR

HZ

IG

IN

JB

KCMIL

KVA

KW

MAX

MAU

MCB

MCC

MCCB

MH

MIN

MLO

NA

NEC

NIC

NTS

P

PE

PF

PH

PNL

PVC

REF

RGS

RM

RTU

SE

SPEC

SWBD

SPD

TELE

TV

T/TX

TYP

UH

UON

V

VA

VAC

VIF

W

WA

WG

WP

J

SURFACE MOUNTED PANELBOARD

DISCONNECT SWITCH

ELECTRICAL MOTOR

BRANCH CIRCUIT WIRING, CONCEALED IN WALLS OR CEILINGS

HOMERUN TO PANELBOARD, UNLESS INDICATED OTHERWISE SHALL BE

CONNECTED TO A 1 POLE, 20 AMP CIRCUIT BREAKER

BRANCH CIRCUIT WIRING, SWITCHED

JUNCTION BOX

DUPLEX WALL MOUNTED RECEPTACLE

DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTION

SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS INDICATED

SINGLE POLE TOGGLE SWITCH

SYMBOL DESCRIPTION

ELECTRICAL SYMBOL LIST

GFCI

WATERPROOF DUPLEX RECEPTACLE

WP

SINGLE POLE TOGGLE SWITCH

18"MIN.

PLASTIC WARNING TAPE TO READ

"CAUTION BURIED UTILITY LINE BELOW"

12"

7 1/2"

(2) 1-1/4" SCHEDULE 40

PVC CONDUIT.

(1) ACTIVE, (1) SPARE

SEE NOTE 3 (TYP)

NOTES:

1. TYPICAL CONDUITS AND QUANTITIES SHOWN, REFER TO DRAWINGS FOR QUANTITIES AND

SIZES.

2. COORDINATE AND GROUP CONDUITS IN COMMON TRENCH. SINGLE ROW SHOWN, MULTIPLE

ROW DUCT BANKS ARE ACCEPTABLE, MAINTAINING SEPARATION DISTANCE REQUIREMENTS.

3. PROVIDE SUITABLE SEPARATORS AND CHAIRS 4 FT. MAX. ON CENTER, SET TO COMPACTED

TRENCH BOTTOM AND BAND CONDUITS TOGETHER PRIOR TO BACKFILL OR PLACING CONCRETE.

EXISTING BITUMINOUS

PAVEMENT

IF GRASS IS ENCOUNTERED, REGRADE,

REPAIR, AND RESEED TO MATCH

SURROUNDINGS.

SAW CUT AND REMOVE BITUMINOUS

PAVEMENT. PATCH TO MATCH EXISTING

SURROUNDING PAVEMENT

CONSTRUCTION AFTER INSTALLATION

OF FEEDER, CONDUIT OR DUCTBANK.

24" MIN.

BELOW

GRADE

SAND BEDDING 6" MINIMUM COVER ON

ALL SIDES

COMPACTED BACKFILL IN 6" LIFTS

18"MIN.

1 1/4" SCHEDULE 40 PVC

CONDUIT

24"

BELOW

GRADE

12"

NOTES:

1. TYPICAL CONDUITS AND QUANTITIES SHOWN, REFER TO DRAWINGS FOR QUANTITIES AND

SIZES.

EXISTING PAVERS

IF GRASS IS ENCOUNTERED,

REGRADE, REPAIR, AND RESEED

TO MATCH SURROUNDINGS.

COORDINATE REMOVAL AND

PRESERVATION OF EXISTING

PAVERS WITH MASON

CONTRACTOR DURING

DEMOLITION PHASE. REPAIR

TO MATCH EXISTING

SURROUNDING PAVERS

CONSTRUCTION AFTER

INSTALLATION OF CONDUIT.

SAND

BEDDING 6" MINIMUM

COVER ON ALL SIDES

COMPACTED BACKFILL

IN 6" LIFTS

PLASTIC WARNING TAPE TO

READ "CAUTION BURIED

ELECTRIC LINE BELOW"

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

ELECTRICAL

ABBREVIATIONS,

NOTES, AND DETAILS

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

06/24/2026

260247.00

KCM

SAS

E1.00

NTS

EXISTING AND DEMOLITION ELECTRICAL ELEVATION A

NTS

NEW WORK ELECTRICAL ELEVATION A

NTS

VAULT - PLAN VIEW - EXISTING AND DEMOLITION

NTS

VAULT - PLAN VIEW - NEW WORK

NTS

EXISTING AND DEMOLITION ELECTRICAL ELEVATION C

NTS

NEW WORK ELECTRICAL ELEVATION C

NTS

ELECTRICAL SERVICE EQUIPMENT ENCLOSURE

NTS

NEW SERVICE EQUIPMENT ENCLOSURE TRENCHING DETAIL

NTS

TYPICAL SITE BRANCH CIRCUIT TRENCHING DETAIL

EXISTING UNDERGROUND CONCRETE VAULT

EXISTING 100A, 120/240V, 1⌀, 3W PEDESTAL

METER SOCKET TO REMAIN. EXISTING

RECEPTACLE AND LIGHTING SWITCH TO REMAIN

NEW SERVICE EQUIPMENT ENCLOSURE. REFER

TO DETAIL ON E1.00

PROVIDE 3#3, #8G IN 1-1/4"C FROM EXISTING

PEDESTAL METER SOCKET TO NEW 100A MCB

IN NEW SERVICE EQUIPMENT ENCLOSURE.

REFER TO TRENCHING DETAIL ON E1.00

EXISTING SITE LIGHTING

(SL,ETR,CKT#1) TYPICAL

SL,ETR,CKT#3

SL,ETR,CKT1

SL,ETR,CKT#1

SL,ETR,CKT#3

SL,ETR,CKT#3

SL,ETR,CKT#5

SL,ETR,CKT#5

SL,ETR,CKT#5

SL,ETR,CKT#5

SL,ETR,CKT#5

SL,ETR,CKT#5

EXISTING FEED TO METER PEDESTAL

TO REMAIN

EXISTING ELECTRICAL BOX TO REMAIN

EXISTING IRRIGATION EQUIPMENT ENCLOSURE

PROVIDE WIREMOLD EXTERIOR FLUSH GROUND

BOX TYPE XB814 WITH XB814C520C2BK

EXTERIOR BOX COVER ASSEMBLY WITH 2 NEMA

5-20R RECEPTACLES FOR “CHRISTMAS TREE

LIGHTS”. PROVIDE 2#10,#10G IN 1-1/4”C WIRED

THROUGH TIMECLOCK TC-3 AND SINGLE POLE

SWITCH TO 20A-1P RECEPTACLE IN PP-1

COORDINATE REMOVAL AND PRESERVATION OF

EXISTING PAVERS WITH MASON CONTRACTOR

DURING DEMOLITION PHASE. REPAIR TO MATCH

EXISTING SURROUNDING PAVERS CONSTRUCTION

AFTER INSTALLATION OF CONDUIT.

REFER TO DETAIL 9/E1.00

REFER TO ADD

ALTERNATE NOTE

ON THIS DRAWING

GFI

ADD ALTERNATE: PROVIDE GFI RECEPTACLE AT EXISTING

LIGHT POLES. REMOVE ALL EXISTING WIRING SERVING SITE

LIGHTING. PROVIDE 2#10,#10G FOR NEW LIGHT POLE

RECEPTACLES AND 2#10,#10G FOR SITE LIGHTING UTILIZING

EXISTING CONDUIT. PROVIDE TOTAL OF (4) 20A-1P RECEPTACLE

CIRCUITS AND (3) 20A-1P SITE LIGHTING CIRCUITS

GFI

GFI

GFI

GFI

GFI

REFER TO ADD

ALTERNATE NOTE

ON THIS DRAWING

REFER TO ADD

ALTERNATE NOTE

ON THIS DRAWING

REFER TO ADD

ALTERNATE NOTE

ON THIS DRAWING

REMOVE EXISTING RECEPTACLE AT FOUNTAIN WALL.

COORDINATE REPAIR WITH MASON CONTRACTOR

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

ELECTRICAL SITE

PLAN

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

06/24/2026

260247.00

KCM

SAS

E2.00

1" = 10'-0"

ELECTRICAL SITE PLAN

LIGHTING FIXTURE SCHEDULE

TYPE

BASIS OF DESIGN

MANUFACTURER / MODEL

VOLTAGE SOURCE FIXTURE DESCRIPTION - BASIS OF DESIGN

A

4560LM, 38.5W

4000K LED

UNV

COLUMBIA LIGHTING LXEM

LXEM-4-40-ML-RFA-E-U

SURFACE MOUNTED, 4'x7.17"x4.4", ENCLOSED AND GASKETED FIBERGLASS LED

FIXTURE, RIBBED FROSTED ACRYLIC LENS, 80 CRI, 60,000 HOURS AT L80, WET

LOCATION LISTED

NOTES:

1. LIGHT FIXTURES IN THE SCHEDULE SHALL BE CONSIDERED BASIS OF DESIGN. EQUAL FIXTURE SUBSTITUTIONS ARE ACCEPTABLE FOR ALL FIXTURES IN THE

LIGHTING FIXTURE SCHEDULE, UNLESS INDICATED OTHERWISE. EQUAL FIXTURE APPROVAL SHALL BE AS JUDGED BY THE ENGINEER AND THE ARCHITECT.

IN ADDITION TO THE REQUIREMENTS LISTED IN THE LIGHTING FIXTURE SCHEDULE AND IN THE SPECIFICATIONS, THE PROPOSED EQUAL FIXTURES SHALL:

A. BE THE SAME GENERAL SIZE, STYLE AND SHAPE, INCLUDING BUT NOT LIMITED TO LENS CONSTRUCTION AND SHADING.

B. BE OF EQUAL QUALITY CONSTRUCTION AND FINISH.

C. BE SUPPLIED WITH ALL REQUIRED ACCESSORIES TO MATCH THE SPECIFIED (BASIS OF DESIGN) FIXTURE.

D. PROVIDE THE SAME DISTRIBUTION, EFFICACY AND SOURCE LUMEN OUTPUT.

E. HAVE THE SAME LISTINGS AS THE BASIS OF DESIGN FIXTURE, INCLUDING DLC AND ENERGY STAR QUALIFICATIONS.

2. ALL FIXTURES SHALL BE UL LISTED.

3. ALL NECESSARY MOUNTING HARDWARE, HANGERS, BRACKETS, RAILS, YOKES, CANOPIES, STEMS, CHAINS, ROW JOINERS, ETC. SHALL BE FURNISHED AND

INSTALLED.

4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

LOAD

HP PH VOLT

REMARKS

MCA

MOTOR / EQUIPMENT CIRCUIT SCHEDULE

KW

OCPD PANEL WIRING

LOCAL

DISC. SW

GENERAL NOTES:

1. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE AND SHALL BE LOCATED AT EQUIPMENT

LOCATION UNLESS OTHERWISE NOTED.

2. ABBREVIATIONS:

• MAN: MANUAL STARTER (TOGGLE SWITCH WITH THERMAL OVERLOADS)

• FVNR: COMBINATION FULL VOLTAGE NON-REVERSING STARTER/ DISCONNECT SWITCH

• VFD: VARIABLE FREQUENCY DRIVE, FURNISHED BY DIV. 23, WIRED BY DIV. 26. PROVIDE

POWER WIRING FROM SOURCE PANELBOARD TO VFD AND FROM VFD TO MOTOR(S).

COORDINATE EXACT LOCATION IN FIELD WITH DIV.23.

• DIV.21: EQUIPMENT FURNISHED BY DIVISION 21 FIRE PROTECTION CONTRACTOR

• DIV.22: EQUIPMENT FURNISHED BY DIVISION 22 PLUMBING CONTRACTOR

• DIV.23: EQUIPMENT FURNISHED BY DIVISION 23 HVAC CONTRACTOR

• SPC: SINGLE POINT CONNECTION (STARTERS INTEGRAL TO EQUIPMENT). COORDINATE

EXACT POINT OF CONNECTION IN FIELD.

3. OVERCURRENT PROTECTION DEVICES (OCPD) SHALL BE MOLDED CASE CIRCUIT BREAKERS

UNLESS NOTED WITH AN "F" FOR FUSE.

4. DISCONNECT SWITCHES AND STARTERS SHALL BE NEMA 3R RATED WHEN LOCATED OUTSIDE.

5. REFER TO PANEL SCHEDULES FOR SOURCE PANEL/ CIRCUIT INFORMATION.

6. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR EXACT LOCATIONS OF EQUIPMENT.

7. STARTERS SHALL BE SQUARE D CLASS 8536 OR APPROVED EQUAL.

REFERENCED REMARKS:

1. PROVIDE WIRING FROM NEW EQUIPMENT IN EXISTING

VAULT TO NEW ELECTRICAL SERVICE EQUIPMENT

ENCLOSURE UTILIZING NEW CONDUIT FROM EXISTING

VAULT TO NEW ENCLOSURE

EQUIPMENT

MOTOR STARTER

SIZE TYPE LOCATION

1 2401 --15A-2P VARIES 30A-2P 2#12, #12G, 3/4"C SEE REMARKS 1P-1 (FILTER PUMP) SPC- AT UNIT

1 2401 --15A-2P VARIES 2#12, #12G, 3/4"C SEE REMARKS 1P-2 (RECIRC PUMP) SPC- AT UNIT30A-2P

Notes: Total Amps: 16 A

Total Load: 3.84 kVA

Phase Amps: 16 A 16 A

Phase Load: 1.92 kVA 1.92 kVA

23 24

21 22

19 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 20

17 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 18

15 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 16

13 SITE LIGHT RECEPTACLE CKT 4 20 A 1 0.00 0.00 1 20 A CONVENIENCE RECEPT. ENCLOSURE 14

11 SITE LIGHT RECEPTACLE CKT 3 20 A 1 0.00 0.00 1 20 A SITE LIGHT RECEPTACLE CKT 2 12

9 "CHRISTMAS TREE LIGHTS" 20 A 1 0.00 0.00 1 20 A SITE LIGHT RECEPTACLE CKT 1 10

7 CONVENIENCE RECEPTACLE 20 A 1 0.00 0.96 -- -- -- 8

5 SITE LIGHTING CIRCUIT 20 A 1 0.00 0.96 2 15 A P-2 (RECIRC PUMP) 6

3 SITE LIGHTING CIRCUIT 20 A 1 0.96 0.00 -- -- -- 4

1 SITE LIGHTING CIRCUIT 20 A 1 0.00 0.96 2 15 A P-1 (FILTER PUMP) 2

CKT Circuit Description Trip Poles

A B

Poles Trip Circuit Description CKT

Enclosure: Type 1 MCB Rating / MLO: 100A MCB

Mounting: Surface Wires: 3 Bus Rating: 125 A

Supply From: Phases: 1 Bus Material: CU

Location: Volts: 120/240 A.I.C. Rating:

Branch Panel: PP-1

ISSUANCES

NO. DATE DESCRIPTION

DATE:

PROJECT NO:

DRAWN:

CHECKED:

ISSUED FOR:

REVISIONS:

SEAL:

SHEET NO.

CES #260274.00

ELECTRICAL

SCHEDULES

GLASTONBURY

CENTER PARK

FOUNTAIN

2340 MAIN STREET,

GLASTONBURY, CT

06033

06/24/2026

260247.00

KCM

SAS

E3.00

22KAICNEW ENCLOSURE

SERVICE PEDESTAL

SECTION 26 04 00 - GENERAL CONDITIONS FOR ELECTRICAL TRADES

A. DESCRIPTION

1. THIS PROJECT COMPRISES ALTERATIONS AND RENOVATIONS TO THE EXISTING BUILDING.

THE EXISTING BUILDING IS CURRENTLY OCCUPIED AND THE PROJECT WILL PROCEED IN A

MANNER WHICH WILL MINIMIZE ANY INCONVENIENCE TO THE BUILDING OCCUPANTS.

2. SCOPE OF WORK CONSISTS OF INSTALLATION OF MATERIALS TO BE FURNISHED UNDER THE

CONTRACT DOCUMENTS AND WITHOUT LIMITING GENERALITY THEREOF CONSISTS OF

FURNISHING LABOR, MATERIALS, EQUIPMENT, HOISTING, PLANT, TRANSPORTATION, RIGGING, STAGING, APPURTENANCES, AND SERVICES NECESSARY AND/OR INCIDENTAL TO PROPERLY

COMPLETE ALL WORK AS SHOWN ON THE DRAWINGS AND AS DESCRIBED HEREIN.

B. DEFINITIONS:

1. FURNISH: THE TERM "FURNISH" MEANS TO "SUPPLY AND DELIVER TO THE PROJECT SITE,

READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS."

2. INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE

INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING,

ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING,

CLEANING, AND SIMILAR OPERATIONS."

3. PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY

FOR THE INTENDED USE.

4. REMOVE: THE TERM REMOVE MEANS TO DISCONNECT FROM ITS PRESENT POSITION;

REMOVE FROM THE PREMISES AND TO DISPOSE OF IN A LEGAL MANNER.”

5. SUBSTITUTIONS: “SUBSTITUTIONS” ARE REQUESTS FOR CHANGES IN PRODUCTS, MATERIALS

AND METHODS OF CONSTRUCTION AS PROPOSED BY THE CONTRACTOR AFTER AWARD OF

THE CONTRACT.

C. EQUIPMENT EQUIVALENTS AND SUBSTITUTIONS:

1. CERTAIN MANUFACTURERS OF MATERIAL, APPARATUS OR APPLIANCES ARE INDICATED IN

THE DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. THESE ITEMS HAVE BEEN USED

AS THE BASIS OF DESIGN, AND AS A CONVENIENCE IN FIXING THE MINIMUM STANDARD OF

WORKMANSHIP, FINISH AND DESIGN THAT IS REQUIRED. IF THE CONTRACTORS USES AN

“APPROVED EQUAL” ALTERNATIVE TO THE BASIS OF DESIGN, AND IF THE FEATURES OF THAT

ALTERNATIVE HAVE AN IMPACT ON OTHER COMPONENTS OF THE PROJECT, THE

CONTRACTOR SHALL INCLUDE THE NECESSARY ADJUSTMENTS IN THOSE COMPONENTS,

WHETHER FOR ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE

PROTECTION, OR ANY OTHER ELEMENTS, PLUS ANY ADJUSTMENTS FOR DIFFERENCE IN

PERFORMANCE.

2. EQUIPMENT, MATERIAL OR DEVICES SUBMITTED FOR REVIEW AS AN “EQUIVALENT” SHALL

MEET THE FOLLOWING REQUIREMENTS:

A. THE EQUIVALENT SHALL HAVE THE SAME CONSTRUCTION FEATURES SUCH AS, BUT NOT

LIMITED TO:

a. MATERIAL THICKNESS, GAUGE, WEIGHT, DENSITY, ETC.

b. WELDED, RIVETED, BOLTED, ETC., CONSTRUCTION

c. FINISH, UNDERCOATING, CORROSION PROTECTION

B. THE EQUIVALENT SHALL PERFORM WITH THE SAME OR BETTER OPERATING EFFICIENCY.

C. THE EQUIVALENT SHALL BE LOCALLY REPRESENTED BY THE MANUFACTURER FOR

SERVICE, PARTS AND TECHNICAL INFORMATION.

D. THE EQUIVALENT SHALL BEAR THE SAME LABELS OF PERFORMANCE CERTIFICATION AS

IS APPLICABLE TO THE SPECIFIED ITEM, SUCH AS UL OR NEMA LABELS OR DLC

QUALIFICATIONS.

D. DRAWINGS:

1. PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE THE WORK

OUTLINED ON THESE CONTRACT DOCUMENTS. THE CONTRACTOR IS TO NOTE THAT THESE

DOCUMENTS ARE DIAGRAMMATIC ONLY AND THAT FINAL PLACEMENT OF EQUIPMENT OR

DEVICES IN THE FIELD MAY NOT DIRECTLY CORRESPOND TO THAT WHICH IS SHOWN ON THE

DRAWINGS. IF A CONFLICT IN POSITIONING OCCURS THE CONTRACTOR IS TO NOTIFY THE

ENGINEER IMMEDIATELY TO ASCERTAIN WHAT THE INTENT WAS BY THE DESIGN

PROFESSIONAL.

2. WHERE VARIANCES OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS OR WITHIN

EITHER OF THE DOCUMENTS, THE ITEM OR ARRANGEMENT OF BETTER QUALITY, HIGHER

RATING, OR HIGHER VALUE SHALL BE INCLUDED IN THE CONTRACT PRICE. THE OWNER AND

ENGINEER SHALL DECIDE ON THE ITEM AND THE MANNER IN WHICH THE WORK SHALL BE

INSTALLED.

E. SURVEY AND MEASUREMENTS:

1. PRIOR TO SUBMITTING BID, VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND

DIFFICULTIES THAT WILL AFFECT WORK TO BE PERFORMED. NO COMPENSATION WILL BE

GRANTED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT

ARE VISIBLE OR READILY IDENTIFIED BY EXPERIENCED OBSERVERS. INCLUDE IN THE BID ALL

DEMOLITION WORK REQUIRED.

2. DO NOT SCALE DRAWINGS. SCALE INDICATED ON DRAWINGS IS FOR ESTABLISHING

REFERENCE POINTS ONLY. ACTUAL FIELD CONDITIONS SHALL GOVERN ALL DIMENSIONS.

3. PRIOR TO ORDERING ANY MATERIALS AND EQUIPMENT, THOROUGHLY REVIEW THE SITE

CONDITIONS TO DETERMINE IF ADEQUATE CLEARANCES AND ACCESS IS ALLOWED TO

INSTALL THE COMPONENTS. ORDER EQUIPMENT BROKEN DOWN AS NECESSARY TO

ALLOW FOR PROPER RIGGING THROUGH THE PROJECT AREA. PROVIDE ALL NECESSARY

ALTERATIONS TO THE STRUCTURE OF THE BUILDING AS NECESSARY TO RIG THE EQUIPMENT

IN PLACE.

4. ARRANGE INSTALLATION TO PROVIDE ACCESS TO EQUIPMENT FOR EASY MAINTENANCE AND

REPAIR.

F. CODES AND STANDARDS: ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST

RECENTLY ADOPTED EDITIONS OF THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL

JURISDICTIONAL REVISIONS:

1. STATE BUILDING CODE INCLUDING ALL SUPPLEMENTS.

2. STATE FIRE SAFETY CODE INCLUDING ALL SUPPLEMENTS.

3. STATE FIRE PREVENTION CODE INCLUDING ALL SUPPLEMENTS.

4. THE INTERNATIONAL BUILDING CODE

5. THE INTERNATIONAL EXISTING BUILDING CODE

6. THE INTERNATIONAL FIRE CODE

7. THE INTERNATIONAL MECHANICAL CODE

8. THE INTERNATIONAL PLUMBING CODE

9. THE INTERNATIONAL ENERGY CONSERVATION CODE

10. NFPA 1: FIRE CODE

11. NFPA 70: NATIONAL ELECTRICAL CODE

12. NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE

13. NECA 1: STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION

14. NETA ATS.

G. PERMITS AND FEES:

1. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS; AND PAY

ALL GOVERNMENT AND STATE SALES TAXES AND FEES WHERE APPLICABLE, AND OTHER

COSTS, FILE ALL NECESSARY DRAWINGS, PREPARE ALL DOCUMENTS AND OBTAIN ALL

NECESSARY APPROVALS OF ALL GOVERNMENTAL AND STATE DEPARTMENTS HAVING

JURISDICTION, OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION FOR HIS WORK, AND

DELIVER A COPY TO THE OWNER AND ENGINEER BEFORE REQUEST FOR ACCEPTANCE AND

FINAL PAYMENT FOR THE WORK.

H. SHOP DRAWINGS:

1. PROVIDE SHOP DRAWINGS FOR ALL DEVICES SPECIFIED UNDER EQUIPMENT SPECIFICATIONS

FOR ALL SYSTEMS INCLUDING FIRE ALARM, SWITCHGEAR, CLOCK, LIGHTING, ETC., OR

WHERE CALLED FOR ELSEWHERE IN THE SPECIFICATIONS, OR WHERE SCHEDULED ON THE

DRAWINGS, OR WHERE CALLED OUT ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE

MANUFACTURERS’ NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS, DIMENSIONS,

IDENTIFICATION OF PRODUCTS AND MATERIALS INCLUDED, COMPLIANCE WITH SPECIFIED

STANDARDS, NOTATION OF COORDINATION REQUIREMENTS, NOTATION OF DIMENSIONS

ESTABLISHED BY FIELD MEASUREMENT AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE

REQUIRED TO IDENTIFY AND ACCEPT THE EQUIPMENT. A COMPLETE LIST IN EACH

CATEGORY (EXAMPLE: ALL FIXTURES) OF ALL SHOP DRAWINGS, CATALOG CUTS, MATERIAL

LISTS, ETC., SHALL BE SUBMITTED TO THE ENGINEER AT ONE TIME. NO CONSIDERATION

WILL BE GIVEN TO A PARTIAL SHOP DRAWING SUBMITTAL.

2. SHOP DRAWINGS SHALL INCLUDE EQUIPMENT SUBMITTALS, FABRICATION AND INSTALLATION

DRAWINGS, SETTING DIAGRAMS, SCHEDULES, PATTERNS, TEMPLATES AND SIMILAR

DRAWINGS. INCLUDE THE FOLLOWING INFORMATION:

A. DIMENSIONS

B. WIRING DIAGRAMS AND RISER DIAGRAMS

C. CALCULATIONS

D. IDENTIFICATION OF PRODUCTS AND MATERIALS INCLUDED.

E. COMPLIANCE WITH SPECIFIED STANDARDS AND PERFORMANCE DATA AS INDICATED.

F. NOTATION OF COORDINATION REQUIREMENTS.

G. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT.

H. DO NOT USE SHOP DRAWINGS WITHOUT AN APPROPRIATE FINAL STAMP INDICATING

ACTION TAKEN IN CONNECTION WITH CONSTRUCTION.

I. DO NOT ORDER ANY MATERIALS OR EQUIPMENT PRIOR TO RECEIVING FINAL APPROVED

SHOP DRAWINGS.

3. SHOP DRAWINGS SHALL BE IN PDF/OCR FORMAT. PHOTOCOPIES ARE NOT ACCEPTABLE.

I. COORDINATION DRAWINGS:

1. PREPARE COORDINATION DRAWINGS AT A SCALE TO MATCH THE CONTRACT DOCUMENT

FLOOR PLANS; DETAILING MAJOR ELEMENTS, COMPONENTS, AND SYSTEMS OF ELECTRICAL

EQUIPMENT AND MATERIALS IN RELATIONSHIP WITH OTHER SYSTEMS, INSTALLATIONS, AND

BUILDING COMPONENTS. INDICATE LOCATIONS WHERE SPACE IS LIMITED FOR INSTALLATION

AND ACCESS AND WHERE SEQUENCING AND COORDINATION OF INSTALLATIONS ARE OF

IMPORTANCE TO THE EFFICIENT FLOW OF THE WORK, INCLUDING (BUT NOT NECESSARILY

LIMITED TO) THE FOLLOWING:

A. INDICATE THE PROPOSED LOCATIONS OF LIGHT FIXTURES, PANELBOARDS, CONDUITS,

CABINETS, ETC.

B. CLEARANCES FOR INSTALLING AND MAINTAINING INSULATION.

C. CLEARANCES FOR SERVICING AND MAINTAINING EQUIPMENT, INCLUDING NEC

REQUIREMENTS AND SPACE FOR EQUIPMENT DISASSEMBLY REQUIRED FOR PERIODIC

MAINTENANCE.

D. EQUIPMENT CONNECTIONS AND SUPPORT DETAILS.

E. EXTERIOR WALL AND FOUNDATION PENETRATIONS.

F. FIRE-RATED WALL AND FLOOR PENETRATIONS.

G. SIZES AND LOCATIONS OF REQUIRED CONCRETE PADS AND BASES.

2. INDICATE SCHEDULING, SEQUENCING, MOVEMENT, AND POSITIONING OF LARGE EQUIPMENT

INTO THE BUILDING DURING CONSTRUCTION.

3. PREPARE FLOOR PLANS, ELEVATIONS, AND DETAILS TO INDICATE PENETRATIONS IN FLOORS, WALLS, AND CEILINGS AND THEIR RELATIONSHIP TO OTHER PENETRATIONS AND

INSTALLATIONS.

4. PREPARE REFLECTED CEILING PLANS TO COORDINATE AND INTEGRATE INSTALLATIONS, AIR

OUTLETS AND INLETS, LIGHT FIXTURES, COMMUNICATION SYSTEMS COMPONENTS,

SPRINKLERS, AND OTHER CEILING-MOUNTED ITEMS.

J. AS-BUILT DRAWINGS:

1. PREPARE AS-BUILT DRAWINGS TO A SCALE TO MATCH THE CONTRACT DOCUMENT FLOOR

PLANS; DETAILING THE ACTUAL INSTALLATION OF MAJOR ELEMENTS, COMPONENTS, AND

SYSTEMS OF MECHANICAL EQUIPMENT AND MATERIALS. WHERE SHOP DRAWINGS ARE

USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE AS-BUILT

DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE

DIFFICULT TO MEASURE AND RECORD AT A LATER DATE.

2. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER, BUT WAS NOT SHOWN ON

CONTRACT DRAWINGS OR SHOP DRAWINGS.

3. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE.

4. FINAL RECORD DOCUMENTS SHALL BE PREPARED IN THE LATEST AUTOCAD VERSION AND

DIGITAL MEDIA FOR ALL DRAWINGS AND A CLEAN SET OF REPRODUCIBLE PAPER COPIES

SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE WORK.

K. OPERATIONS AND MAINTENANCE MANUALS

1. THE CONTRACTOR SHALL PREPARE (1) PDF COPY AND (3) HARD COPIES OF A COMPLETE

MAINTENANCE AND OPERATING INSTRUCTIONS MANUAL, BOUND IN BOOKLET FORM.

ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE.

BIND PROPERLY INDEXED DATA IN INDIVIDUAL HEAVY-DUTY, 3-RING, VINYL-COVERED

BINDERS, WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE

IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER.

2. MANUAL SHALL INCLUDE THE FOLLOWING:

A. DESCRIPTION OF FUNCTION, NORMAL OPERATING CHARACTERISTICS AND LIMITATIONS,

PERFORMANCE CURVES, ENGINEERING DATA AND TESTS, AND COMPLETE

NOMENCLATURE AND COMMERCIAL NUMBERS OF REPLACEMENT PARTS.

B. MANUFACTURER'S PRINTED OPERATING PROCEDURES TO INCLUDE START-UP, BREAK-IN,

AND ROUTINE AND NORMAL OPERATING INSTRUCTIONS; REGULATION, CONTROL,

STOPPING, SHUTDOWN, AND EMERGENCY INSTRUCTIONS; AND SUMMER AND WINTER

OPERATING INSTRUCTIONS.

C. MAINTENANCE PROCEDURES FOR ROUTINE PREVENTATIVE MAINTENANCE AND

TROUBLESHOOTING; DISASSEMBLY, REPAIR, AND REASSEMBLY; ALIGNING AND

ADJUSTING INSTRUCTIONS.

D. SERVICING INSTRUCTIONS AND LUBRICATION CHARTS AND SCHEDULES.

E. EMERGENCY INSTRUCTIONS.

F. SPARE PARTS LIST.

G. COPIES OF WARRANTIES.

H. WIRING DIAGRAMS.

I. RECOMMENDED "TURN AROUND" CYCLES.

J. INSPECTION PROCEDURES.

K. APPROVED SHOP DRAWINGS AND PRODUCT DATA.

L. EQUIPMENT START-UP REPORTS.

L. WARRANTIES

1. ALL EQUIPMENT PROVIDED IN THIS PROJECT SHALL CARRY A MANUFACTURER'S WARRANTY

FOR NO LESS THAN ONE (1) YEAR FROM DATE OF BENEFICIAL USE - UNLESS NOTED

OTHERWISE IN THE CONTRACT DOCUMENTS.

M. MISCELLANEOUS REQUIREMENTS:

1. THE CONTRACTOR SHALL COORDINATE ALL INTERRUPTIONS OF SERVICES AND LIMITATIONS

OF ACCESS WITH THE OWNER NO LESS THAN (5) DAYS PRIOR TO THE INTERRUPTION.

2. OBTAIN IN OWNER'S NAME WRITTEN EQUIPMENT AND MATERIAL WARRANTIES OFFERED IN

MANUFACTURER'S PUBLISHED PRODUCT DATA WITHOUT EXCLUSION OR LIMITATION.

3. GUARANTEE WORK OF THESE CONTRACT DOCUMENTS IN WRITING FOR NOT LESS THAN ONE

(1) YEAR FROM DATE OF BENEFICIAL USE. REPAIR OR REPLACE DEFECTIVE MATERIALS,

EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN THIS PERIOD,

PROMPT AND TO OWNER'S SATISFACTION AND CORRECT DAMAGE CAUSED IN MAKING

NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE WITHIN CONTRACT PRICE.

4. SUBMIT TO THE OWNER AN OFFICIAL CERTIFICATE OF INSURANCE FOR THEIR RECORDS.

N. ELECTRICAL ACCEPTANCE TESTING

1. TESTING SHALL BE PERFORMED ON ELECTRICAL EQUIPMENT AND SYSTEMS TO ASSURE THE

EQUIPMENT AND SYSTEMS ARE OPERATIONAL AND WITHIN APPLICABLE STANDARDS AND

MANUFACTURING TOLERANCES. TESTING SHOULD VERIFY THAT EQUIPMENT AND SYSTEMS

ARE INSTALLED IN ACCORDANCE WITH DESIGN SPECIFICATIONS. ALL TESTING SHALL OCCUR

AT THE BUILDING SITE.

2. QUALIFIED TECHNICIANS WHO ARE TRAINED AND REGULARLY EMPLOYED FOR TESTING

SERVICES SHALL DO ALL THE TESTING.

3. THE TESTING ORGANIZATION SHALL CONFORM TO THE GENERAL GUIDELINES OF SECTION 5

OF THE LATEST NETA ACCEPTANCE TESTING SPECIFICATIONS. THIS INCLUDES THE

FOLLOWING:

A. SAFETY AND PRECAUTIONS

B. SUITABILITY OF TEST EQUIPMENT

C. TEST INSTRUMENT CALIBRATION.

D. TEST REPORTS

4. NOTIFY THE ARCHITECT, ENGINEER AND OWNER AT LEAST SEVEN (7) DAYS IN ADVANCE OF

ANY TESTING.

5. INSPECTION AND TESTING OF ALL APPLICABLE ELECTRICAL EQUIPMENT LISTED BELOW

SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF NETA ATS.

A. SWITCHBOARDS AND SWITCHGEAR ASSEMBLIES.

B. TRANSFORMERS.

C. CABLES.

D. LOW VOLTAGE CIRCUIT BREAKERS.

E. EMERGENCY SYSTEMS - GENERATOR, AUTOMATIC TRANSFER SWITCHES,

UNINTERRUPTIBLE POWER SUPPLIES.

SECTION 26 05 19 - ELECTRICAL POWER CONDUCTORS AND CABLES

A. COORDINATION:

A. COORDINATE SIZES OF RACEWAYS, BOXES, AND EQUIPMENT ENCLOSURES INSTALLED

UNDER OTHER SECTIONS WITH THE ACTUAL CONDUCTORS TO BE INSTALLED, INCLUDING

ADJUSTMENTS FOR CONDUCTOR SIZES INCREASED FOR VOLTAGE DROP.

B. COORDINATE WITH ELECTRICAL EQUIPMENT INSTALLED UNDER OTHER SECTIONS TO

PROVIDE TERMINATIONS SUITABLE FOR USE WITH THE CONDUCTORS TO BE INSTALLED.

B. PROVIDE SINGLE CONDUCTOR BUILDING WIRE INSTALLED IN SUITABLE RACEWAY UNLESS

OTHERWISE INDICATED, PERMITTED OR REQUIRED.

C. CONDUCTOR SIZES AND AMPACITIES SHOWN ARE BASED ON COPPER.

D. MINIMUM CONDUCTOR SIZES:

A. BRANCH CIRCUITS: 12 AWG

a. 20A, 120V CIRCUITS LONGER THAN 100 FEET - #10 AWG MINIMUM AND SIZED FOR

VOLTAGE DROP.

b. 20A, 120V CIRCUITS LONGER THAN 165 FEET - #8 AWG MINIMUM AND SIZED FOR VOLTAGE

DROP.

B. CONTROL CIRCUITS: 14 AWG.

E. CONDUCTORS NO. 10 AWG AND SMALLER DIAMETER SHALL BE SOLID ANNEALED COPPER,

EXCEPT THAT CONDUCTORS FOR REMOTE CONTROL, ALARM, AND SIGNAL CIRCUITS, CLASSES 1, 2, AND 3, SHALL BE STRANDED UNLESS SPECIFICALLY INDICATED OTHERWISE.

F. CONDUCTORS NO. 8 AWG AND LARGER DIAMETER SHALL BE STRANDED ANNEALED COPPER.

G. UNDERGROUND CONDUCTORS SHALL BE TYPE XHHW-2.

H. WHERE LIGHTING FIXTURES REQUIRE 90 DEGREES C CONDUCTORS, PROVIDE ONLY

CONDUCTORS WITH 90 DEGREE C INSULATION OR BETTER.

I. MAKE ALL SPLICES IN ACCESSIBLE LOCATIONS. MAKE SPLICES IN CONDUCTORS NO. 10 AWG AND

SMALLER DIAMETER WITH INSULATED, SPRING WIRE CONNECTORS WITH PLASTIC CAPS. MAKE

SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER DIAMETER WITH SOLDERLESS PRESSURE

CONNECTORS WITH INSULATING COVERS. MAKE SPLICES IN CONDUCTORS NO. 6 AND LARGER

WITH PRESSURE CONNECTORS OR SPLIT BOLT CONNECTORS.

J. MAKE WIRE TERMINATIONS USING CRIMPED TERMINALS FOR CONDUCTORS NO. 10 AND SMALLER.

MAKE WIRE TERMINATIONS FOR CONDUCTORS NO. 8 AND LARGER USING MECHANICAL OR

PRESSURE CONNECTORS. PROVIDE SUITABLE REDUCERS WHERE OVERSIZED CONDUCTORS

ARE LARGER THAN THE EQUIPMENT TERMINATION.

K. PHASE CONDUCTORS SHALL BE IDENTIFIED BY COLOR CODING. THE COLOR OF THE INSULATION ON PHASES A, B, AND C RESPECTIVELY (FOR THREE PHASE) OR PHASES A AND B RESPECTIVELY

(FOR SINGLE PHASE) OF DIFFERENT VOLTAGE SYSTEMS SHALL BE AS FOLLOWS:

A. 120/240 VOLT, SINGLE PHASE: BLACK AND RED.

L. UNLESS OTHERWISE INDICATED, THE WIRING METHOD SHALL CONSIST OF THE INSTALLATION OF

INSULATED CONDUCTORS INSTALLED IN ELECTRICAL METALLIC AND/OR WIREMOLD RACEWAY.

M. PROVIDE INSULATED, GREEN EQUIPMENT GROUNDING CONDUCTOR IN FEEDER AND BRANCH

CIRCUITS, INSTALLED IN CONDUIT OR RACEWAYS, INCLUDING LIGHTING CIRCUITS. GROUNDING

CONDUCTOR SHALL BE SEPARATE FROM ELECTRICAL SYSTEM NEUTRAL CONDUCTOR.

SECTION 26 05 26 - GROUNDING AND BONDING

A. GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH NFPA 70. GROUND EXPOSED, NON-

CURRENT-CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY

SYSTEMS, GROUNDING CONDUCTOR IN METALLIC AND NONMETALLIC RACEWAYS, AND NEUTRAL

CONDUCTOR OF WIRING SYSTEMS. WHERE GROUND FAULT PROTECTION IS EMPLOYED, ENSURE

THAT CONNECTION OF GROUND AND NEUTRAL DOES NOT INTERFERE WITH CORRECT OPERATION

OF FAULT PROTECTION.

B. EXISTING WORK: WHERE EXISTING GROUNDING AND BONDING SYSTEM COMPONENTS ARE

INDICATED TO BE REUSED, THEY MAY BE REUSED ONLY WHERE THEY ARE FREE FROM

CORROSION, INTEGRITY AND CONTINUITY ARE VERIFIED, AND WHERE ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION.

C. WHERE CONDUCTOR SIZE IS NOT INDICATED, SIZE TO COMPLY WITH NFPA 70.

D. USE INSULATED COPPER CONDUCTORS UNLESS OTHERWISE INDICATED. USE BARE COPPER

CONDUCTORS WHERE INSTALLED UNDERGROUND OR ENCASED IN CONCRETE.

E. USE LISTED MECHANICAL CONNECTORS, COMPRESSION CONNECTORS OR EXOTHERMIC WELDED

CONNECTIONS FOR ACCESSIBLE CONNECTIONS. USE EXOTHERMIC WELDED CONNECTIONS FOR

UNDERGROUND, CONCEALED OR OTHERWISE INACCESSIBLE CONNECTIONS.

F. GROUNDING ELECTRODE SYSTEM: PROVIDE CONNECTION TO REQUIRED AND SUPPLEMENTAL

GROUNDING ELECTRODES INDICATED TO FORM GROUNDING ELECTRODE SYSTEM. PROVIDE

CONTINUOUS GROUNDING ELECTRODE CONDUCTORS WITHOUT SPLICE OR JOINT. INSTALL

GROUNDING ELECTRODE CONDUCTORS IN RACEWAY WHERE EXPOSED OR SUBJECT TO

PHYSICAL DAMAGE. BOND GROUNDING ELECTRODE CONDUCTOR TO METALIC RACEWAY AT

EACH END WITH BONDING JUMPER.

G. SERVICE-SUPPLIED SYSTEM GROUNDING: FOR EACH SERVICE DISCONNECT, PROVIDE

GROUNDING ELECTRODE CONDUCTOR TO CONNECT NEUTRAL SERVICE CONDUCTOR TO

GROUNDING ELECTRODE SYSTEM. UNLESS OTHERWISE INDICATED, MAKE CONNECTION AT

NEUTRAL (GROUNDED) BUS IN SERVICE DISCONNECT ENCLOSURE

H. SEPARATELY DERIVED SYSTEM GROUNDING: PROVIDE GROUNDING ELECTRODE CONDUCTOR TO

CONNECT DERIVED SYSTEM GROUNDED CONDUCTOR TO NEAREST EFFECTIVELY GROUNDED

METAL BUILDING FRAME. PROVIDE SYSTEM BONDING JUMPER TO CONNECT SYSTEM GROUNDED

CONDUCTOR TO EQUIPMENT GROUNDING BUS. MAKE CONNECTION AT SAME LOCATION AS

GROUNDING ELECTRODE CONDUCTOR CONNECTION. WHERE GROUNDED METAL BUILDING

FRAME DOES NOT EXIST, BOND TO METAL WATER PIPE AT POINT OF ENTRY TO BUILDING.

SECTION 26 05 29 - HANGERS AND SUPPORTS

A. PROVIDE ALL REQUIRED HANGERS, SUPPORTS, ANCHORS, FASTENERS, FITTINGS, ACCESSORIES

AND HARDWARE NECESSARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK.

B. HANGERS AND SUPPORTS SHALL MEET ASTM STANDARDS FOR COATINGS, NECA 1 STANDARDS

FOR WORKMANSHIP, NFPA 70, AND UL 5B FOR STRUT-TYPE CHANNEL RACEWAY AND FITTINGS.

C. WHERE SUPPORT AND ATTACHMENT COMPONENT TYPES AND SIZES ARE NOT INDICATED,

SELECT IN ACCORDANCE WITH MANUFACTURER'S APPLICATION CRITERIA AS REQUIRED FOR THE

LOAD TO BE SUPPORTED.

D. STEEL COMPONENTS: USE CORROSION RESISTANT MATERIALS SUITABLE FOR THE

ENVIRONMENT WHERE INSTALLED. USE ZINC-PLATED STEEL FOR INDOOR DRY LOCATIONS. USE

GALVANIZED STEEL, STAINLESS STEEL, FIBERGLASS OR APPROVED EQUIVALENT FOR OUTDOOR, DAMP AND WET LOCATION INSTALLATIONS.

E. CONDUIT AND CABLE SUPPORTS:

A. CONDUIT STRAPS: ONE-HOLE OR TWO-HOLE, ZINC PLATED.

B. CONDUIT CLAMPS: BOLTED TYPE.

F. OUTLET BOX SUPPORTS: HANGERS AND BRACKETS SUITABLE FOR BOXES TO BE SUPPORTED.

G. METAL CHANNEL (STRUT) FRAMING SYSTEMS: FACTORY FABRICATED CONTINUOUS SLOTTED

METAL CHANNEL AND ASSOCIATED FITTINGS, ACCESSORIES, AND HARDWARE FOR FIELD-

ASSEMBLY OF SUPPORTS. ALL LOCATIONS: USE 12 GA. GALVANIZED STEEL.

H. HANGER RODS: CONTINUOUS THREADING, ZINC-PLATED STEEL.

I. USE OF POWER-ACTUATED FASTENERS REQUIRES APPROVAL OF ARCHITECT AND STRUCTURAL

ENGINEER.

J. UNLESS SPECIFICALLY INDICATED, DO NOT SUPPORT ANY ELECTRICAL COMPONENT FROM THE

ROOF DECK.

K. PLASTIC AND LEAD ANCHORS ARE NOT PERMITTED.

SECTION 26 05 33 - RACEWAY AND BOXES

A. PROVIDE A COMPLETE WIRING SYSTEM OF RACEWAYS AND BOXES LOCATED AS INDICATED ON

DRAWINGS AND AT LOCATIONS AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT

CONNECTIONS AND COMPLIANCE WITH REGULATORY REQUIREMENTS. LOCATIONS INDICATED ON

DRAWINGS ARE APPROXIMATE UNLESS DIMENSIONED.

B. STANDARDS: MATERIALS SHALL COMPLY WITH ANSI C80. NEMA AND UL REQUIREMENTS AS

APPLICABLE FOR TYPE AND MATERIAL.

C. MINIMUM CONDUIT SIZE, UNLESS OTHERWISE NOTED: INTERIOR - 3/4", EXTERIOR EXPOSED 3/4", EXTERIOR UNDERGROUND - 1".

D. CONDUIT APPLICATIONS:

A. UNDERGROUND:

a. UNDER SLAB ON GRADE - SCHEDULE 40 PVC CONDUIT WITH RIGID METAL CONDUIT

SWEEPS.

b. EXTERIOR IN TRENCH - USE SCHEDULE 40 OR SCHEDULE 80 PVC CONDUIT WITH RIGID

METAL CONDUIT SWEEPS...

c. EXTERIOR, CONCRETE ENCASED - USE TYPE EB RIGID PVC CONDUIT, TRANSITION TO

RIGID METAL WHERE EMERGING FROM UNDERGROUND.

B. EMBEDDED WITHIN SLAB: FLOOR BOX SLAB-ON-GRADE APPLICATIONS ONLY.

C. CONCEALED IN MASONRY WALLS: USE EMT WITH FLUSH MOUNTED MASONRY BOXES.

D. CONCEALED IN HOLLOW STUD WALLS: USE EMT CONDUIT OR MC CABLE (WHERE ALLOWED).

PROVIDE FLUSH SHEET-METAL BOXES.

E. INTERIOR DAMP OR WET LOCATIONS: USE RIGID METAL CONDUIT, INTERMEDIATE METAL

CONDUIT OR SCHEDULE 40 PVC CONDUIT. PROVIDE CAST METAL OR NONMETALLIC OUTLET,

JUNCTION AND PULL BOXES.

F. EXPOSED, INTERIOR DRY LOCATIONS: USE EMT CONDUIT.

G. EXPOSED FINISHED LOCATIONS: PROVIDE SURFACE METAL RACEWAY AND FITTINGS.

UNLESS SPECIFIED ON DRAWINGS, REQUIRES DESIGN TEAM APPROVAL. COORDINATE ALL

VERTICAL RUNS OF SURFACE RACEWAY WITH ARCHITECT PRIOR TO INSTALLATION.

H. CONNECTIONS TO LUMINAIRES ABOVE ACCESSIBLE CEILINGS: USE FLEXIBLE METAL

CONDUIT, MAXIMUM LENGTH OF 6 FEET.

I. CONNECTIONS TO VIBRATING EQUIPMENT: DRY LOCATIONS - USE FLEXIBLE METAL CONDUIT

OR MC CABLE; DAMP, WET OR CORROSIVE LOCATIONS - USE LIQUIDTIGHT FLEXIBLE METAL

CONDUIT; MAXIMUM LENGTH 6 FEET.

E. FITTINGS:

A. EMT - COMPLY WITH NEMA FB 1 AND UL 514B. STEEL WITH COMPRESSION FITTINGS IN DAMP

OR WET LOCATIONS, SET SCREW TYPE ELSEWHERE.

B. RIGID METAL CONDUIT - COMPLY WITH ANSI C80.1 AND UL 6. THREADED STEEL OR

MALLEABLE IRON. USE FITTING LISTED AND LABELED AS COMPLYING WITH UL 514B IN

HAZARDOUS LOCATIONS.

C. FLEXIBLE METAL CONDUIT - COMPLY WITH NEMA FB 1 AND UL 514B. USE STEEL FITTINGS.

D. LIQUIDTIGHT FLEXIBLE METAL CONDUIT - COMPLY WITH NEMA FB 1 AND UL 514B. USE STEEL

FITTINGS.

E. SURFACE METAL RACEWAY - PROVIDE FITTINGS FROM SAME MANUFACTURER AS SURFACE

RACEWAY. INCLUDE ALL REQUIRED ELBOWS, COUPLINGS MOUNTING CLIPS, COVERS, END

FITTINGS AND DEVICE MOUNTING BRACKETS.

F. BOXES: WHERE A BOX SIZE IS NOT INDICATED, SIZE TO COMPLY WITH NFPA 70, BUT NOT LESS

THAN APPLICABLE MINIMUM SIZE SPECIFIED.

A. USE SHEET METAL STEEL BOXES IN DRY LOCATIONS.

B. USE CAST IRON OR CAST ALUMINUM BOXES WITH THREADED HUBS WHERE EXPOSED RIGID

METAL CONDUIT IS USED.

C. USE NONMETALLIC BOXES WHERE EXPOSED RIGID PVC CONDUIT IS USED.

D. USE SUITABLE CONCRETE TYPE BOXES WHERE FLUSH-MOUNTED IN CONCRETE.

E. USE SUITABLE MASONRY TYPE BOXES WHERE FLUSH-MOUNTED IN MASONRY WALLS.

F. USE RAISED COVERS SUITABLE FOR TYPE OF WALL CONSTRUCTION AND DEVICE

CONFIGURATION WHERE REQUIRED.

G. USE MULTI-GANG BOXES OF SINGLE-PIECE CONSTRUCTION, DO NOT USE FIELD CONNECTED

GANGABLE BOXES.

H. MINIMUM BOX SIZE, UNLESS OTHERWISE INDICATED: WIRING DEVICE - 4 INCH SQUARE BY

1-1/2" DEEP; COMMUNICATIONS SYSTEM OUTLET 4 INCH SQUARE BY 2-1/8" DEEP.

G. CABINETS AND ENCLOSURES: COMPLY WITH NEMA 250, UL 50 AND UL 50E OR UL 508A.

A. USE NEMA TYPE 1, PAINTED STEEL FOR INDOOR CLEAN, DRY LOCATIONS.

B. USE NEMA TYPE 3R, PAINTED STEEL FOR OUTDOOR AND WET LOCATIONS.

C. PROVIDE SCREW COVER ENCLOSURES FOR PULL AND JUNCTION BOXES.

D. PROVIDE LOCKABLE, HINGE COVER TYPE FOR EQUIPMENT ENCLOSURES.

H. MECHANICAL SLEEVE SEALS: MODULAR MECHANICAL TYPE, WITH INTERLOCKING RUBBER LINKS

SHAPED TO CONTINUOUSLY FILL ANULAR SPACE BETWEEN OBJECTS AND SLEEVE, CONNECTED

WITH BOLTS AND PRESSURE PLATES TO PROVIDE A WATERTIGHT SEAL AND ELECTRICAL

INSULATION.

I. REMOVE EXPOSED ABANDONED RACEWAY, INCLUDING ABANDONED RACEWAY ABOVE

ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH WITH WALLS AND FLOORS, PATCH

SURFACES TO MATCH ADJACENT SURFACES.

J. DISCONNECT AND REMOVE ABANDONED OUTLETS AND DEVICES.

K. INSTALL BLANK PLATES ON ABANDONED, EMPTY BOXES.

L. EXTEND EXISTING RACEWAY AND BOX INSTALLATION USING MATERIALS AND METHODS

COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATION OR AS SPECIFIED.

SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

A. EXISTING WORK: UNLESS SPECIFICALLY EXCLUDED, IDENTIFY EXISTING ELEMENTS TO REMAIN

THAT ARE NOT ALREADY IDENTIFIED IN ACCORDANCE WITH THE SPECIFIED REQUIREMENTS.

B. SERVICE EQUIPMENT: USE IDENTIFICATION NAMEPLATE TO IDENTIFY EACH SERVICE

DISCONNECTING MEANS.

C. EMERGENCY SYSTEM EQUIPMENT; USE IDENTIFICATION NAMEPLATE OR VOLTAGE MARKER TO

IDENTIFY EMERGENCY EQUIPMENT IN ACCORDANCE WITH NFPA 70. USE IDENTIFICATION

NAMEPLATE AT EACH PIECE OF SERVICE EQUIPMENT TO IDENTIFY TYPE AND LOCATION OF ON-

SITE EMERGENCY POWER SOURCES.

D. USE IDENTIFICATION NAMEPLATES TO IDENTIFY EACH PIECE OF ELECTRICAL Distribution AND

CONTROL EQUIPMENT AND ASSOCIATED SECTIONS, COMPARTMENTS AND COMPONENTS.

IDENTIFY: NAME, AMPERE RATING, LOADS SERVED (DISCONNECT SWITCHES, ENCLOSED

CONTROLLERS, AND TRANSFORMERS ONLY), VOLTAGE AND PHASE, AND POWER

SOURCE/CIRCUIT NUMBER. INCLUDE LOCATION OF SOURCE/LOAD SERVED IF NOT WITHIN SIGHT

OF EQUIPMENT

E. PROVIDE LAMINATED ACRYLIC OR NON-CONDUCTIVE PHENOLIC WITH BEVELED EDGES.

NAMEPLATES FOR EACH EQUIPMENT ENCLOSURE, RELAY, SWITCH, AND DEVICE. NAMEPLATES

SHALL BE, 1/8” THICK, WHITE WITH BLACK CENTER CORE, MATTE FINISH SURFACE, BEVELED

EDGES, SQUARE CORNERS. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE.

MINIMUM SIZE OF NAMEPLATES SHALL BE 1” BY 2-1/2”. LETTERING SHALL BE A MINIMUM OF 1/4”

HIGH NORMAL BLOCK STYLE.

F. PROVIDE WIRE AND CABLE MARKERS OR IDENTIFICATION LABELS TO IDENTIFY CIRCUIT NUMBER

AT EACH SOURCE LOCATION; WITHIN BOXES WHERE MORE THAN ONE CIRCUIT IS PRESENT;

WITHIN EQUIPMENT ENCLOSURES WHERE CONDUCTORS ENTER AND EXIT THE ENCLOSURE; AND

IN CABLE TRAYS (MAXIMUM 20 FT. INTERVALS). PROVIDE WRAP-AROUND SELF-ADHESIVE VINYL CLOTH, WRAP-AROUND SELF-ADHESIVE VINYL SELF-LAMINATING, HEAT-SHRINK SLEEVE, PLASTIC

SLEEVE, PLASTIC CLIP-ON, OR VINYL SPLIT SLEEVE TYPE MARKERS SUITABLE FOR THE

CONDUCTOR OR CABLE TO BE IDENTIFIED.

G. PROVIDE VOLTAGE MARKERS TO IDENTIFY HIGHEST VOLTAGE PRESENT FOR ACCESSIBLE

CONDUITS (MAXIMUM 20 FT. INTERVALS).

H. PROVIDE PRE-LABELED, SNAP AROUND PIPE MARKERS ON ALL CONDUITS. MARKERS SHALL

COMPLY WITH ANSI A 13.1-1988 STANDARDS AND INDICATED VOLTAGE.

I. WARNING LABELS: USE FACTORY PRE-PRINTED OR MACHINE-PRINTED SELF-ADHESIVE

POLYESTER OR SELF-ADHESIVE VINYL LABELS; UV, CHEMICAL, WATER, HEAT AND ABRASION

RESISTANT.

J. CLEAN SURFACES TO RECEIVE…