TOWN OF ENFIELD, CT

ENFIELD ANNEXPOOL MECHANICAL

ROOM UPGRADES

85 Devonshire Street, 3rd Floor, Boston, M.A. 02109

SITE LAYOUT AND NOTES

DEMOLITION PLAN

POOL SCHEMATIC AND EQUIPMENT LIST

PROPOSED IMPROVEMENTS

DETAILS

LIST OF DRAWINGS

AQ001

AQD100

AQ100

AQ101

AQ102

124 North Maple St,

Enfield, CT 06082

CONSTRUCTIONDOCUMENTS 09/20/2019

LOCATION PLANN.T.S

CHRISTOPHER W. BROMSONTOWN MANAGER

MICHAEL S. LUDWICKMAYOR

DONALD T. NUNES, MLADIRECTOR OF PUBLIC WORKS

N

Tel. 617-412-4480

www.westonandsampson.com

800.SAMPSON

PROJECT LOCATION PLANN.T.S

N

THE ELECTRICAL CONTRACTOR SHALL GROUND AND BOND ALL ELECTRICAL EQUIPMENT, POOL

REINFORCING, POOL ACCESSORIES, AND PIPING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE

REQUIREMENTS, ARTICLE 680. THE ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF ALL

APPLICABLE LOCAL STATE ELECTRICAL CODE REGULATIONS.

TOWN OF ENFIELD, CT

AQ103 DETAILS CONT'D

E100 ELECTRICAL DIAGRAMS AND DETAILS

FM

PROPOSED MECHANICAL ROOM IMPROVEMENTS

SCALE: 1/2" = 1'-0"

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades

124 North Main Street

Enfield, CT 06082

Sheet Number:

Consultants:

Rev Date Description

Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019

COPYRIGHT 2019 WESTON & SAMPSON

617.412.4480


800.SAMPSON

85 Devonshire Street,

3rd Floor, Boston, MA 02109





MES

SMB

MPM

CBW

AS NOTED

AQ001

SITE LAYOUT AND NOTES

ENGINEER SEAL:

1. THESE DRAWINGS HAVE BEEN PREPARED FOR EXCLUSIVE USE FOR THE

CLIENT AND ARE NOT INTENDED FOR ANY OTHER PURPOSE. TO THE BEST

OF MY KNOWLEDGE, THESE DRAWINGS MEET THE REQUIREMENTS SET

FORTH BY THE CONNECTICUT DEPARTMENT OF PUBLIC HEALTH (DPH).

2. THE POOL MECHANICAL ROOM THAT IS INCORPORATED INTO THESE

DRAWINGS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE

APPROVED DRAWINGS IN ORDER TO QUALIFY FOR A DPH OPERATING

PERMIT. ALL CHANGES SHALL HAVE WRITTEN APPROVAL FROM WESTON &

SAMPSON AND DPH PRIOR TO SUCH CHANGE OR ALTERATION BEING

IMPLEMENTED.

3. ONLY DRAWINGS FROM WESTON & SAMPSON THAT ARE MARKED "FOR

CONSTRUCTION" AND WITH THE DPH APPROVAL NUMBERS AND APPROVAL

DATES AFFIXED SHALL BE USED FOR THE POOL CONSTRUCTION

IMPLEMENTATION.

DEFINITIONS:

1. CONTRACTOR: PERSON OR ENTITY AUTHORIZED TO CONSTRUCT, INSTALL

AND OPERATE A COMMERCIAL POOL, SPA AND THEIR APPURTENANCES.

2. CRITICAL: THIS WORD DESCRIBES DIMENSIONS THAT SHALL NOT BE

SUBJECT TO DEVIATION OR ERRORS FOR ANY REASON. VIOLATION OF A

CRITICAL DIMENSION MIGHT SUBJECT THE POOL TO A POTENTIAL

VARIANCE ACTION OR A PERMANENT WITHHOLDING OF A FUTURE

OPERATING CERTIFICATE. WESTON & SAMPSON CONSIDERS ALL

DIMENSIONS CONTAINED WITH THE DRAWINGS AS VITAL; HOWEVER, THE

WORD CRITICAL IS ADDED TO ATTRACT THE ATTENTION OF THE

CONTRACTOR.

3. PROVIDE: OBTAIN, PURCHASE, SUPPLY, INSTALL, COMMISSION AND

WARRANTY COMPLETELY IN ACCORDANCE WITH ALL CODES, RULES,

REGULATIONS AND THE REQUIREMENTS OF THE DRAWINGS AND

TECHNICAL SPECIFICATIONS.

4. SLIP-RESISTANT: A HORIZONTAL, NON-SKID TEXTURED SURFACE WITH A

COEFFICIENT OF FRICTION RATED AT A MINIMUM 0.6. THE RESPONSIBILITY

FOR VERIFICATION AND CONFIRMATION OF COMPLIANCE WITH THIS

FRICTION REQUIREMENT IS SOLELY THAT OF THE CONTRACTOR.

CERTIFIED MANUFACTURER BROCHURES MAY BE SUBMITTED TO WESTON

& SAMPSON FOR APPROVAL. THE TERM "NON-SLIP" SHALL BE CONSIDERED

THE SAME AS "SLIP-RESISTANT".

PIPING INSTALLATION REQUIREMENTS:

1. ALL PIPING SHALL BE SCHEDULE 80 PVC. ALL PIPING SHALL BE STAMPED

WITH THE MANUFACTURER'S MARKING THAT IT IS APPROVED FOR USE

WITH POTABLE WATER (NSF-PW). PLASTIC PIPE EXPOSED TO SUNLIGHT

SHALL BE COATED FOR UV PROTECTION.

2. THE PIPING DIAGRAMS AND SIZES SHOWN IN THESE DRAWINGS SHALL BE

FOLLOWED WITHOUT EXCEPTION UNLESS WRITTEN AUTHORIZATION FROM

ENGINEER IS PROVIDED.

3. THE PIPING SYSTEMS INDICATED IN THESE DRAWINGS ARE SHOWN IN A

DIAGRAMMATIC VIEW ONLY. THE CONTRACTOR SHALL PROVIDE ALL PIPING

AND FITTINGS REQUIRED FOR THE COMPLETE INSTALLATION.

4. THE CONTRACTOR SHALL PROVIDE AND COMPLY WITH ALL PIPING

INSPECTIONS THAT MAY BE REQUIRED BY DPH AND LOCAL BUILDING

OFFICIALS.

5. THE CONTRACTOR SHALL PROVIDE PIPE HANGER DETAILS TO ENGINEER

FOR WRITTEN APPROVAL PRIOR TO THE INSTALLATION.

6. THE MAIN DRAIN PIPING SHALL BE INSTALLED TO COMPLY WITH THE

FOLLOWING REQUIREMENTS:

A. THE MAIN DRAIN GRAVITY FLOW PIPE SHALL HAVE A SLOPE TOWARD

THE COLLECTOR TANK.

B. AT NO POSITION SHALL THE MAIN DRAIN PIPING CHANGE SLOPES SO

AS TO ALLOW AN AIR POCKET OR TRAP TO OCCUR.

8. THE STATIC PIPING SHALL BE INSTALLED TO COMPLY WITH THE

FOLLOWING REQUIREMENTS:

A. THE STATIC PIPING SHALL BE INSTALLED SO AS TO ALLOW THE

STATIC PIPE TO HAVE A SLOPE DOWNWARD TOWARD THE

COLLECTOR TANK.

9. PIPING PRESSURE TESTING SHALL BE COORDINATED BY THE POOL

CONTRACTOR AND SHALL BE INCLUDED IN HIS COST. THE ENGINEER

SHALL BE ONSITE DURING PRESSURE TESTING. ALL PIPING SHALL

CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND SHALL BE

TESTED AS FOLLOWS:

A. ALL PIPING SHALL BE TESTED BY MEANS OF WATER PRESSURE.

B. GRAVITY PIPING SHALL BE TESTED TO 10 PSI.

i. GRAVITY PIPING SHALL BE DEFINED AS MAIN DRAIN PIPING,

GUTTER DRAINAGE PIPING, AUTO FILL PIPING OR SENSING

PIPING, OR ANY PIPING WHICH SHALL NOT HAVE FLOW

VELOCITIES THAT EXCEED 3 FEET PER SECOND.

C. PRESSURE PIPING SHALL BE TESTED TO 35 PSI.

i. PRESSURE PIPING SHALL BE DEFINED AS PUMP SUCTION PIPING,

AND ANY PIPING AFTER THE PUMP DISCHARGE, OR ANY PIPING

WHICH WILL HAVE FLOW VELOCITIES EXCEEDING 3 FEET PER

SECOND BUT NOT TO EXCEED 10 FEET PER SECOND.

POOL EQUIPMENT ROOM REQUIREMENTS:

1. CO2 TANKS SHALL BE ANCHORED TO THE WALL WITH CHAINS.

2. IN ORDER TO VIBRATION ISOLATE THE FILTER AND FEATURE PUMPS FROM THE

FLOOR, THE PUMPS SHALL EACH BE MOUNTED TO A 1/4-INCH THICK STAINLESS

STEEL PLATE AND NEOPRENE PADS SHALL BE PLACED BETWEEN THE STAINLESS

STEEL PLATE AND THE FLOOR. NEOPRENE PADS SHALL BE EQUIVALENT TO THE

MASON INDUSTRIES TYPE SUPER W PADS. THE PADS SHALL BE SIZED TO

PROVIDE A MINIMUM OF 0.15-INCH STATIC DEFLECTION UNDER THE WEIGHT OF

THE PUMP.

DESIGN CODE COMPLIANCE:

19-13-B33b. PUBLIC POOLS CONNECTICUT MINIMUM STANDARDS FOR SWIMMING POOLS...........09/21/2004

CT STATE BUILDING CODE...................................................................................................................................2018

CONNECTICUT PUBLIC SWIMMING POOL DESIGN GUIDE............................................................................1/2010

AMERICAN NATIONAL STANDARDS FOR PUBLIC POOLS - ANSI/APSP/ICC-1................................................2014

NATIONAL ELECTRICAL CODE(NFPA 70)............................................................................................................2014

VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT................................................................................ 2008

ADA STANDARDS FOR ACCESSIBLE DESIGN.....................................................................................................2010

COORDINATION NOTES:

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

THE FOLLOWING FEATURES;

· MUNICIPAL WATER SUPPLY TO COLLECTOR TANKS WITH BACK FLOW

PREVENTION.

· WASTEWATER REMOVAL FROM EQUIPMENT ROOM SHALL DISCHARGE TO

MUNICIPAL WASTEWATER SYSTEM.

· CONFIGURE PUMP, BACKWASH PUMP, CONTROLS, UV, AND ALL LINE

VOLTAGE WITH ELECTRICAL CONTRACTOR.

· CONNECT ALL METALLIC ITEMS FOUND WITHIN THE BOUNDS OF THE

EQUIPMENT BOND, INTO THE EQUIPOTENTIAL BOND.

FAILURE TO COORDINATE THESE ISSUES CAN RESULT IN SIGNIFICANT DPH

PENALTIES UPON COMPLETION OF THE PROJECT.

ELECTRIC:

1. ALL WIRING INSIDE THE POOL EQUIPMENT AREA ROOM OR ENCLOSURE SHALL

BE ENCASED IN APPROVED RIGID PVC CONDUIT.

2. ALL ELECTRICAL WORK (GFI'S, TRANSFORMERS, TIMER SWITCHES,

EMERGENCY CUTOFF SWITCHES, GROUNDING, ETC.) SHALL BE PROVIDED BY

THE CONTRACTOR.

3. ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS INCLUDING GROUNDING OF

METAL EQUIPMENT ARE TO MEET OR EXCEED THE NATIONAL ELECTRICAL

CODE, LATEST EDITION. ELECTRICALLY BOND AND GROUND EACH METALLIC

DEVICE WITH A #8 SOLID COPPER "THWN" INSULATED GROUND WIRE IN

ACCORDANCE WITH THE NEC REQUIREMENTS (AS WELL AS LOCAL CODES)

APPLY SCOTCHCAST #2135 POTTING KIT (BY 3M) AT EACH GROUNDING LUG,

EQUIPMENT ATTACHMENT, AND REBAR JUNCTURE. ALL GROUND WIRES SHALL

BE HIDDEN OR DISGUISED.

4. NO OVERHEAD WIRING SHALL BE PLACED WITHIN 10-FEET HORIZONTAL OF

THE INSIDE EDGE OF POOL WALL.

WATER SUPPLY REQUIREMENTS:

1. WATER INTRODUCED INTO THE POOL SYSTEM SHALL BE SUPPLIED

THROUGH AN AIR GAP. THE AIR GAP SHALL BE TWICE THE SIZE OF THE PIPE

DIAMETER WITH A MINIMUM OF 3”, OR AS SHOWN ON CONTRACT PLANS.

THIS IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF PUBLIC

HEALTH CODE, SECTION 19-13-B37, SECTION 19-13-B38(B), AND SECTION

19-13-B45.

2. PROVIDE AN ACCEPTABLE COLD WATER SUPPLY TO THE FILTRATION

SYSTEM WITH A MINIMUM OF 60-PSI AVAILABLE PRESSURE. POTABLE

WATER QUALITY SHALL COMPLY WITH DPH REQUIREMENTS.

3. ALL PVC PIPING EXPOSED TO SUNLIGHT AND UV RAYS SHALL BE

PROTECTED FROM DEGRADATION BY APPLYING AN ULTRAVIOLET

RESISTANT COATING.

CONCRETE REQUIREMENTS:

1. ALL CONCRETE SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE (ACI 318). THE STANDARD SPECIFICATION FOR STRUCTURAL

CONCRETE IN BUILDINGS (ACI 301) AND LOCAL BUILDING CODES. ALL CONCRETE

WORK SHALL BE AS SPECIFIED AND RECOMMENDED BY ACI FIELD REFERENCE

MANUAL SP-MNL-15.

2. ALL CONCRETE USED FOR SLABS AND WALLS IN TANKS SHALL HAVE A MINIMUM

COMPRESSION STRENGTH OF 4,000PSI AT 28 DAYS. CONCRETE FOR SLABS AND

WALLS NOT IN TANKS SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 4,000PSI

AT 28 DAYS.

3. PROVIDE 6%±1% AIR-ENTRAINMENT FOR ALL CONCRETE EXPOSED TO EARTH OR

WEATHER.

4. ALL REINFORCING SHALL BE GAGE 4X4-W4.0X4.0 WWF OR #4 BAR 12" ON CENTER

EACH WAY UNLESS OTHERWISE NOTED.

5. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO

REQUIREMENTS OF ASTM SPECIFICATION A615, GRADE 60.

6. ALL WELDED WIRE FABRIC (WWF) SHALL BE PLAIN, COLD DRAWN, ELECTRICALLY

WELDED REINFORCING CONFORMING TO THE REQUIREMENTS OF ASTM 185. SUPPLY

WELDED WIRE REINFORCING IN FLAT SHEETS, LAP SHEETS 1-1/12 MESH.

7. ALL REINFORCING MARKED CONTINUOUS SHALL HAVE LAPS CONFORMING TO THE

REQUIREMENTS OF ACI 318 AT SPLICES AND CORNERS AND SHALL BE HOOKED OR

EXTENDED A MIN. OF 40 BAR DIAMETERS AT NON-CONTINUOUS ENDS. TOP BARS

SHALL BE LAPPED AT MID SPAN, BOTTOM BARS SHALL BE LAPPED AT SUPPORTS.

8. REINFORCING SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING

POURING OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED.

9. THE CONCRETE CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE

OPPORTUNITY TO INSTALL ALL ANCHORS BOLTS, PLATES, NAILS, SLOTS, CHASES

PIPE SLEEVES ETC. AS REQUIRED BY THESE TRADES. THE CONTRACTOR SHALL

VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS.

10. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE INSTALLATION

OF EMBEDDED ITEMS UNLESS APPROVED BY THE ARCHITECT. COORDINATE

INSTALLATION OF SLEEVES, PIPES AND CONDUIT WITH THE PLACING OF

REINFORCING STEEL TO ENSURE THAT IT DOES NOT NEED TO BE CUT OR DISPLACED.

11. NOTIFY THE ARCHITECT OF ANY CONCRETE PLACEMENT AT LEAST 24 HOURS IN

ADVANCE, TO ALLOW INSPECTION OF THE REINFORCING STEEL. DO NOT PLACE

CONCRETE UNTIL THIS INSPECTION HAS BEEN MADE OR WAIVED BY THE ENGINEER.

12. WATERSTOPS TO BE GREENSTREAK 717, 6" CENTER BULB STYLE.

13. NO ACCELERANT OR RETARDANT ADMIXTURES SHALL BE ADDED TO THE MIX UNLESS

APPROVED BY THE ENGINEER.

14. NO RED BRICK SUPPORTS SHALL BE USED, ONLY CONCRETE BLOCK.

15. AT ALL PENETRATIONS THE CONTRACTOR SHALL INSTALL REBAR ON 45 DEGREE

ANGLES.

REMOVE EXISTING FILTER PUMP

AND TURN OVER TO OWNER

REMOVE AND DISPOSE OF

EXISTING HEAT EXCHANGER


EXISTING CHEMICAL FEEDER

PROTECT AND MAINTAIN EXISTING

CHEMICAL CONTROLLER

REMOVE AND DISPOSE

OF EXISTING FILTER

REMOVE AND DISPOSE OF EXISTING

CHEMICAL STORAGE TANK

PROTECT AND

MAINTAIN EXISTING

FLOOR DRAIN


EXISTING PIPING AS NEEDED

TO INSTALL NEW EQUIPMENT

PROTECT AND MAINTAIN

PROTECT AND MAINTAIN

REMOVE AND REINSTALL


8-IN GUTTER

EXISTING CHEMICAL CONTROLLER

EXISTING CHEMICAL FEEDER

EXISTING HEAT EXCHANGER

EXISTING CHEMICAL STORAGE TANK

10'-6"

36'-0"

EXISTING FILTER

EXISTING CO2 FEEDER

EXISTING

EYEWASH STATION

EXISTING STRAINER

EXISTING BACKWASH LINE

TIES INTO 4-IN DECK DRAIN LINE

EXISTING POOL EMPTYING LINE

TIES INTO 4-IN DECK DRAIN LINE

EXISTING FLOOR DRAIN

EXISTING HOUSEKEEPING PAD

EXISTING HOUSEKEEPING PAD

5'-9"

EXISTING 4-IN

DECK DRAIN LINE

4-IN SYSTEM DRAIN INTO

4-IN DECK DRAIN LINE

6-IN MAIN DRAIN BELOW

6-IN RETURN ABOVE

EXISTING FILTER PUMP


EXISTING CO2

REGULATOR SYSTEM

EXISTING MECHANICAL

ROOM WALLS

CAP EXISTING

LEAVE PORTION OF

EXISTING PIPE FOR NEW

PIPE TO CONNECT TO

EXISTING DOUBLE DOOR

REMOVE EXISTING CONNECTION AND

CAP OLD BACKWASH LINE

EXISTING MECHANICAL ROOM

SCALE: 1/2" = 1'-0"

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

NOTE: LOOK TO AQ101 FOR ALL PROPOSED EQUIPMENT REPLACEMENTS.

AQD100

DEMOLITION PLAN

NOTES:

1. REMOVE AND DISPOSE OF EXISTING CHEMICAL STORAGE TANK AND CHEMICAL FEEDER.

2. REMOVE AND DISPOSE OF EXISTING SAND FILTER AND SAND MEDIA.

3. REMOVE AND DISPOSE OF ALL EXISTING INTERIOR PIPING, VALVES, FITTINGS, AND HANGERS/PIPE

SUPPORTS UP TO THE BOTTOM OF THE GUTTER CONVERTER.

4. REMOVE AND DISPOSE OF EXISTING PUMP, PUMP DRIVES AND PUMP CONTROLS.

5. REMOVE AND DISPOSE OF ANY CONCRETE PUMP PEDESTALS OR HOUSEKEEPING PADS UTILIZED BY

EXISTING EQUIPMENT.

6. PROTECT EXISTING FLOOR SLAB IN BUILDING.

7. REMOVE AND DISPOSE OF EXISTING MAIN DRAIN GRATES.

8. REMOVE AND DISPOSE OF EXISTING AUTOFILL SYSTEM.

9. POOL CONTRACTOR SHALL DRAIN THE POOL.

10. REMOVE AND DISPOSE OF EXISTING HEATER SYSTEM AND CONTROLS.

11. REMOVE AND DISPOSE OF EXISTING HOUSEKEEPING PADS AND PUMP PEDESTALS.

REMOVE AND DISPOSE

EXISTING

LEGEND:

MECHANICAL ROOM

POOL SUCTION/GRAVITY PIPING & FITTINGS

COMPOUND PRESSURE GAUGE

FLOW METER

MAIN DRAINS

BUTTERFLY VALVE

MANUAL/AUTO MAKEUP WATER

BASKET STRAINER

SYMBOL LEGEND

WALL GUTTER

STAND PIPE/FILL FUNNEL

PRESSURE GAUGE

P

CHECK VALVE

HORIZONTAL PUMPS

FLOOR INLET

SIGHT GLASS

VACUUM GAUGE

V

VERTICAL PUMPS

ANTI-VORTEX PLATE

STAND PIPE

WALL INLET

C

CONTROL/POWER WIRING

FS

FLOW SWITCH

CONE STRAINER

SOLENOID VALVE

POOL RETURN PIPING & FITTINGS

BALL VALVE

EXISTING SEWER (BY OTHERS)

SEWER SYSTEM

FILTER PUMP

PH

SENSOR

ORP

SENSOR

Alarm

Fail/Safe

PPMHRRpH

Off

Man

Auto

Set

Point

SETTINGS

MODE

HRR

pH

PPM

pH Feed

Cl/Br Feed

PrintMenu

Enter

Select

Cal

Reset

FLOW

CELL

CHEMICAL

CONTROLLER

C

P

6-IN FILTER PUMP SUCTION,

450 GPM, 5.64 FPS

1/2

-IN

S

AM

PL

IN

G L

OO

P

1/2

-IN

S

AM

PL

IN

G L

OO

P

6-IN

F

IL

TE

R P

UM

P D

IS

CH

AR

GE

45

0 G

PM

, 5

.6

4 F

PS

6-IN

F

IL

TE

R R

ET

UR

N,

45

0 G

PM

, 5

.6

4 F

PS

6-IN FILTER RETURN,

450 GPM, 5.64 FPS

6-IN AIR GAP

CO2

FEEDER

12-IN x18-IN

EXISTING

FLOOR DRAIN

FLOW SENSOR TO

DISPLAY ON

CHEMICAL

CONTROLLER

1/2

-IN

F

LO

W C

EL

L D

RA

IN

FLOW METER DATA

FILTER VFD CONTROL

VFD

EXISTING FILTER

RETURN LOOP

PH FEEDER POWER

1.5-INCH FILL LINE

8-IN GUTTER DRAIN GRAVITY,

450 GPM, 3.21 FPS

FILTER

P

P

2-IN

CH

F

IL

TE

R V

AC

UU

M C

LE

AN

O

UT

32.1 1423.83 FPS0.003 SQ. FT.

GPM QTYINLET LEGEND

GPM QTY VEL.OPEN AREA

1 1/2-INCH WALL INLET (FILTER)

EXISTING

INLET PIPING

6-IN

F

IL

TE

R R

ET

UR

N,

45

0 G

PM

, 5

.6

4 F

PS

CO2 TANK

3-IN SYSTEM DRAIN

N.C. = NORMALLY CLOSED

N.O. = NORMALLY OPEN

NOTE:

1. NO POWER WIRING IS SHOWN, ONLY CONTROL.

REFER TO ELECTRICAL ENGINEER'S DRAWING

FOR MORE INFORMATION.

2. CHEMICAL CONTROLLER AND CHEMICAL

PUMPS SHALL BE INTERLOCKED WITH POOL

PUMP.

3. OPERATOR SHALL INSPECT BACKWASH TANK

DAILY AND SHALL NOT EXCEED 5 MINUTES OF

BACKWASH.

4. POOL SHALL BE DE-CHLORINATED PRIOR TO

DRAINING.

5. DRAINING OF THE POOL SHALL NOT EXCEED 25

GPM.

6. ALL BURIED PIPING SHALL BE INSULATED. PIPE

INSULATION SHALL BE SUITABLE FOR BURIED

APPLICATION.

BACKUP CL FEEDER

CHLORINE TANK ON

A CONTAINMENT PAD

SODIUM

HYPOCHLORITE

FEEDER

S.W.LSTATIC WATER LEVEL

REDUCER

1.5-INCH POTABLE WATER

LINE WITH BACKFLOW DEVICE

IN POOL EQUIPMENT ROOM

SEE BLDG PLAN -BY OTHERS

AUTO FILL

MANUAL FILL

3/4-IN SOLENOID VALVE

AND MANUAL BYPASS

VALVE MOUNTED ON

WALL IN EQUIPMENT

ROOM

6" A

IR

G

AP

AUTOFILL

CONTROLLER

AUTOFILL

SENSOR

UV REACTOR

UV CONTROL

PANEL

FLOW

METER

UV

STRAINER

P

P

PRESSURE

GAUGE

FLOW

METER

2-IN CPVC TO HEATER CONNECTIONS

SOLENOID

VALVE

S

SUPPLY

BLDG

RETURN

CPVC 180° BLDG

SUPPLY IN

RETURN

HEAT EXCHANGER

REFER TO AQ103 DETAIL 2

TEMP

SENSOR

AQUASTAT

P

P

6-IN MAIN DRAIN, 450 GPM,

5.64 FPS

SIGHT

GLASS

N.C.

4-IN

P

RE

-C

OA

T

N.O.

3/4-IN PRECOAT VENT LINE

PNEUMATIC

BUTTERFLY VALVE

FIL

TE

R V

FD

C

ON

TR

OL

T

O

FIL

TE

R C

ON

TR

OL

P

AN

EL

EXISTING 4-IN SEWER

CONNECTION

3/4

-IN

P

RE

CO

AT

V

EN

T L

IN

E

3-IN

CH

F

IL

TE

R C

LE

AN

O

UT

2-INCH FILTER VACUUM CLEAN OUT

3-INCH FILTER CLEAN OUT

AIR GAP IS ESTABLISHED

ON THE POOL DECK WITH

AN ON DECK GOOSE

NECK FILL SPOUT

NOTE: EXISTING RETURN INLET SYSTEM TO REMAIN.

UV TO BE INSTALLED

AT ALTERNATE TIME

THERMOMETER

6-INCH

PIPING

FOR UV

6-IN MODULATION

VALVE

6-INCH STUBS CAPPED

FOR FUTURE UV

INSTALLATION

EXISTING POOL EXISTING POOL

POOL DATA CHART

DESCRIPTION AMOUNT/RATE

TOTAL POOL SURFACE WATER AREA - SQUARE FEET (SF) 3,150S.F.

TOTAL POOL PERIMETER (FEET)

234 L.F.

TOTAL POOL VOLUME - (GALS) 166,000GALS

POOL TURNOVER (T.O.R.)

6.15 HRS. AT 450 GPM

FLOW RATE - POOL 450 GPM

FILTER AREA 381 S.F.

FILTER APPLICATION RATE 1.18 GPM/S.F.

POOL EQUIPMENT SCHEDULE

FILTER AREA MISCELLANEOUS EQUIPMENT

MARK QTY ITEM MANUFACTURER CAT NO. DESCRIPTION

7

PRESSURE

GAUGE

WEKSLER UA25B4L2-1/2-INCH DIA. FACE, 0-60 PSI

1

COMPOUND

GAUGE

WEKSLER UA25K4L2-1/2-INCH DIA. FACE, 0-30 INCHES HG, 0-60 PSI

1 FLOW METER GF SIGNET 2537

DIGITAL PADDLEWHEEL, 4-20mA SIGNAL CONNECT TO

CHEMICAL CONTROLLER

1 FLOW METER BLUE WHITE F-1000

DIGITAL PADDLEWHEEL DIGITAL BATTERY POWERED

DISPLAY FOR HEAT EXCHANGER

1

EYE WASH

STATION

EXISTING EXISTING EXISTING EYE WASH STATION

1

WATER LEVEL

CONTROLLER

LEVOLOR K-1100

WATER LEVEL CONTROLLER WITH SOLENOID VALVE,

CONNECT BOTH TO PROVIDED CONTROLLER. SLOW

CLOSE SOLENOID VALVE

1

WATER LEVEL

PROBE

WARRICK 3F2E

2-INCH FLANGED PRESSURE-TIGHT FITTING WITH (2)

STAINLESS STEEL PROBES

FILTRATION EQUIPMENT


1

COLLECTOR

TANK

NEPTUNE BENSON 4260BTFG42-IN DIAMETER BALANCE TANK, 414 GALLON

1 FILTER PUMP MARLOW e530C 3-9SC

15HP, 480 VOLT, 3 PHASE, 450 GPM @ 80 TDH. FURNISHED

BY OWNER AND INSTALLED BY CONTRACTOR.

1 STRAINER FLUIDTROL SW116106031 FIBERGLASS STRAINER WITH STAINLESS STEEL BASKET

1 FILTER NEPTUNE BENSON SP-27-48-487

DEFENDER FILTER , F.A. 381 S.F. APPLICATION RATE =

1.05 GPM/SF.

1 COMPRESSOR INGERSOLL-RAND SS3L3

3 HP - 1 PH; 110V AIR COMPRESSOR WITH WATER

SEPARATOR; 11.3 CFM @ 90 PSI - 60 GAL TANK

1 VFD NEPTUNE BENSON GREEN DRIVE15 HP, 480 V, NEMA 12, 3 PHASE

CHEMICAL EQUIPMENT


1

CHEMICAL

CONTROLLER

HAYWARD CAT5000

CHEMICAL CONTROLLER WITH OPTIONS OF FILTER

PUMP CONTROL, FLOW MONITORING,

ETHERNET/INTERNET, REMOTE CONTROL AND WATER

LEVEL CONTROL.

1 CHLORINE PUMP STENNER 85M5

SINGLE HEAD ADJUSTABLE OUTPUT METERING

PERISTALTIC PUMP, 85 GALLONS PER DAY

1

CHEMICAL

STORAGE

ASSMAN IMT 250 250 GAL DOUBLE WALL CHLORINE STORAGE TANK

1

CO₂HAYWARD AC006 DUEL TANK CHANGE OVER. 0-38 SCFH

1 UV ETS ECF-215-6V

UV TO BE INSTALLED AT AN ALTERNATE TIME. ULTRA

VIOLET DISINFECTION WITH IN-LINE STRAINER, 3

PHASE, 220V, CONTROL PANEL SHALL BE NEMA 12

MINIMUM. BUCK BOOSTER INTERNAL TO PANEL.

PROVIDE (1) EXTRA SET OF BULBS.

1

CONTAINMENT

PAD

EAGLE 1633

SPILL CONTAINMENT DRUM PLATFORM, 15 GALLON

CAPACITY

HEATING SYSTEM EQUIPMENT


1

POOL HEAT

EXCHANGER

RAYPAK RP-995

STAINLESS STEEL SHELL AND TUBE HEAT EXCHANGER,

995,000 BTU/HOUR

1AQUASTAT RANCO ETC-111000

ONE STAGE ELECTRIC TEMPERATURE CONTROL -

CONTRACTOR TO COORDINATE VOLTAGE, POOL

CONTRACTOR SHALL COORDINATE WITH EXISTING

MECHANICAL TO CONFIGURE THE TWO STAGE

SETTINGS

1 THERMOMETER PENTAIR SL1DW

IN-LINE THERMOMETER, WITH 1/2" MIP NYLON WELL,

30-130 DEGREES

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

AQ100

PIPING SCHEMATIC AND

EQUIPMENT LIST

CO2 TANKS

CHEMICAL FEEDER

10'-6"

36

'-0

"

CO2 FEEDER

EXISTING STRAINER

UV TO BE INSTALLED AT

AN ALTERNATE TIME

EXISTING

DOUBLE DOOR

EXISTING

EYEWASH STATION

FM

1

AQ102

FILTER

3

AQ102

FUTURE UV

2

AQ102

HEAT EXCHANGER

9

AQ102

CHEMICAL TANK

10

AQ102

BALANCE TANK

CONTAINMENT PAD

5'-0

"2

'-6

"

EXISTING 1-FT BY

1.5-FT FLOOR DRAIN

11

AQ102

AUTOFILL SENSOR

3-IN FILTER

CLEANOUT LINE

4-IN TANK VENT LINE

HOUSEKEEPING PAD

5

AQ102

PUMP

TEES AND VALVES

FOR FUTURE UV

ELECTRIC ACTUATED

VALVE

TEES AND VALVES

FOR FUTURE UV

6-IN MAIN DRAIN

CORE VENT LINE

THROUGH INTERIOR WALL

TO EXTERIOR AND 90

DEGREE UP TO 2-FT

ABOVE POOL STATIC

WATER LEVEL AND CAP

TIE INTO EXISTING

PIPING OVERHEAD

TIE INTO EXISTING

PIPING BELOW

EXISTING CHEMICAL CONTROLLER

EXISTING MECHANICAL

ROOM WALLS

8-IN GUTTER

6-IN RETURN

EXISTING DOMESTIC FILL PIPING.

MODIFY TO INCORPORATE AND

CONFIGURE INTO THE AUTO FILL

SYSTEM

PIPING TO BE HUNG

FROM CEILING

AUTO FILL CONTROLLER

CHECK VALVE IN VERTICAL

ST

RA

IG

HT

R

UN

C

LE

AR

AN

CE

4

AQ102

FLOW METER

5'-9"

PROPOSED MECHANICAL ROOM IMPROVEMENTS

SCALE: 1/2" = 1'-0"

POOL MECHANICAL REQUIREMENTS:

1. THE EQUIPMENT ROOM OR ENCLOSURE SHALL BE LOCKABLE.

2. THE EQUIPMENT ROOM ACCESS SHALL BE CAPABLE OF FITTING ALL EQUIPMENT THAT IS

REMOVABLE.

3. ALL GAUGES SHALL HAVE 2 1/2 -IN DIAL.

4. IN ORDER TO ISOLATE VIBRATION THE FILTER AND FEATURE PUMPS FROM THE FLOOR, THE

PUMPS SHALL EACH BE MOUNTED TO NEOPRENE PADS PLACED BETWEEN THE PUMP AND THE

CONCRETE EQUIPMENT PAD. NEOPRENE PADS SHALL BE EQUIVALENT TO THE MASON

INDUSTRIES TYPE SUPER W PADS. THE PADS SHALL BE SIZED TO PROVIDE A MINIMUM OF

0.15-INCH STATIC DEFLECTION UNDER THE WEIGHT OF THE PUMP.

5. TAG ALL VALVES, LABEL ALL PIPES AND POST OPERATING INSTRUCTION INSIDE THE ROOM.

6. ELECTRICALLY OPERATED CHEMICAL FEEDER SHALL BE INTERLOCKED WITH THE FILTER PUMP.

7. THE CHEMICAL SOLUTION TANK SHALL BE LABELED ACCORDING TO THE CONTENTS.

8. SECURE ALL CHEMICAL FEEDER TUBING SO THERE IS NO LOOSE TUBING.

9. SUPPORT ALL PIPING WITH UNISTRUT FRAME FROM EQUIPMENT FLOOR OR ATTACHED TO

CEILING AS NEEDED FOR PROPER PIPE SUPPORT OR EQUIVALENT.

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

AQ101

PROPOSED

IMPROVEMENTS

NOTE: ACCESS TO THE DOUBLE DOORS IS THROUGH

A GARAGE BAY WITH A 8-FT X 10-FT GARAGE DOOR.

PLAN VIEW

3 LEGS PER TANK

FILTER DATA

MEDIA REQUIREMENTS

3'-0"

86"

16"

UNIT CAPACITY: 159 GALS

3'-0"

2'-3"

7'-11"

Ø2'-3"

Ø

8

"

CONTROL

PANEL

FILTER AREA = 381 SQ.FT.

CONCRETE BEARING PRESSURE=42PSI

UNIT WEIGHT: 1,650 LBS. - DRY

OPERATING WEIGHT: 2,970 LBS.

NOTES:

FILTER TANK IS TO BE FACTORY CONSTRUCTED OF HIGH QUALITY A36

CARBON STEEL, INTERIOR OF TANK IS LINED WITH FLEXSOL 3000.

EXTERIOR IS COATED WITH 5-8 MILS OF HIGH SOLIDS ENAMEL. NO WELDING

OR EXTREME HEAT IS TO BE APPLIED TO TANK AFTER LINING OR COATING

PROCESS IS DONE.

2. ELECTRICAL REQUIREMENTS: 120V - 120VAC-1Ø-60HZ, 30 AMP CIRCUIT

PROTECTION

240V - 240VAC-1Ø-50HZ, 15 AMP CIRCUIT PROTECTION

3. LOCATE ALL ELECTRICAL ITEMS IN A NON-HAZARDOUS LOCATION.

4. MEDIA QUANTITIES ARE INDICATED FOR INFORMATIONAL PURPOSES

ONLY.

5. ALL PNEUMATIC TUBING AND FILTER AIR COMPRESSOR BY SUB

CONTRACTOR.

6. DRAIN VALVE MUST BE A BUTTERFLY VALVE AND INSTALLED DIRECTLY

ON THE BOTTOM TANK HEAD.

7. BACKWASH PUMP SUPPLIED WITH FILTER

PERLITE 30 LBS. (13.61kg)

4" DIA VIEWING

WINDOW

VACUUM

BLOWER

VACUUM

TRANSFER PIPING

BLOWER

INLET

FILTER

BALL VALVE

GROUNDING LUG

(SIDE OF LEG

HOSE TO

MEDIA

3-IN DRAIN

FLANGE

1/4-IN FPT (FARSIDE) FOR INFLUENT

PRESSURE GAUGE CONNECTION

REQUIRED FLANGE

BREAK FOR INFLUENT

DISTRIBUTION SYSTEM

INSPECTION/CLEANING

FILTER/REGULATOR

6-IN INLET

CONNECTION

1 1/2-IN FPT HOSE

CONNECTION

(VACUUM TRANSFER)

CONTROL PANEL

4-IN DIA VIEWING WINDOW

& GUAGE PANEL

FILTER/REGULATOR

6-IN INLET CONNECTION

6-IN OUTLET CONNECTION

GROUNDING LUG LOCATION

INSTALLING CONTRACTOR MUST

CONNECT TO PROVIDED GROUNDING

AREA LOCATED ON THE LEG(S)

CONTROL PANEL

DAVIT

1 1/2-IN FLANGE CONN.

VACUUM TRANSFER

6-IN OUTLET

CONNECTION

1 1/2-IN FLANGE CONN.

UPPER HEAD ASSEMBLY

BUMPING AGITATION MECHANISM

16-IN MIN. FOR TANK HEAD REMOVAL

1/4-IN FPT (FARSIDE) FOR EFFLUENT

PRESSURE GAUGE CONNECTION

REQUIRED FLANGE BREAK

FOR HEAD REMOVAL

6-IN AIR GAP

EXISTING FLOOR DRAIN

HOUSE KEEPING PAD AS REQUIRED FOR

FILTER CLEAN OUT LINE 6-IN AIR GAP

3-IN FILTER

CLEAN OUT

DIMENSION (INCHES)

HEAT

TRANSFER

AREA (sq ft)

PART

NUMBER

NOMINAL

CAPACITY

BTU/HR

A B C

POOL

CONN

NPT

F

BOILER

CONN

NPT

G

LENGTH

L

DIAMETER

ØD

RP-995995,000

9-9/16" 26-5/8" 4-5/16" 2" 2" 35-3/16" 5-1/2" 21.50

A

G

HEAT SOURCE WATER IN

POOL WATER OUT

CB

ØD

L

POOL WATER IN

HEAT SOURCE

WATER OUT

UV UNIT INSTALLATION ELEVATION

4-IN EQUIPMENT PAD

DRAIN PLUG

GROUNDING/BONDING LUG

FUTURE

UV DISINFECTION UNIT

PRESSURE GAUGE

THROTTLING VALVE

STAINLESS STEEL SCREEN

ON A WAFFER PROVIDED

WITH UV UNIT

PVC FLANGED

SPOOL

CUT OFF VALVES

ALLOWS FOR UV-UNIT

MAINTENANCE

P

P

CONCENTRIC REDUCERS

AS REQUIRED.

FL

OW

FL

OW

FROM FILTER

TO POOL

ALL PIPING SHALL BE

BRACED TO WALL OR

FLOOR WITH NON

CORROSIVE SUPPORTS

FLOOR

FUTURE FUTURE

DIRECTION

OF FLOW

UNION NUT

FLOW METER

STRAP ON SADDLE

LABEL INDICATING

FLOW

VARIES

UPSTREAM

VARIES

DOWNSTREAM

NOTES:

1. DIMENSIONS REPRESENT A MINIMUM UNOBSTRUCTED HORIZONTAL STRAIGHT PIPE MOUNTING

REQUIREMENT FOR FLOW SENSOR. FLOW SENSOR SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDATION.

2. MOUNT FLOW SENSOR IN THE TOP OF THE PIPE.

IF TOP OF PIPE IS NOT ACCESSIBLE, MOUNT AT 45° ANGLE AS SHOWN.

3. FLOW SENSOR DISPLAY SHALL BE VISIBLE BY THE OPERATOR FROM THE GROUND.

D

I

R

E

C

T

I

O

N

O

F

F

L

O

W

1

0

X

D

I

A

M

E

T

E

R

O

F

P

I

P

E

5

X

D

I

A

M

E

T

E

R

O

F

P

I

P

E

PADDLE WHEEL FLOW METER

CONNECT TO CHEMICAL

CONTROLLER

PLASTIC TIE STRAP (TYP.)

FLOWSENSOR

STRAP ON SADDLE

FLOW

SENSOR

RETURN

LINE

SADDLE

4

5

°

SENSOR

MOUNTING

PLAN VIEW

MANHOLE 14"

X 18"

LIFTING

LUG (2X)

6" DIA. ACCESS

HOLE TYP. (4X)

4" VENT

AND FILL

6" PUMP

SUCTION

2" DRAIN

3'-0"

3'-4"

6"

2'-5

1 2

"

2'-6

"2

'-6

"

5'-0

"

LIFTING LUG

2" DRAIN

ASSEMBLY

2

1 2

"

7'-5

1 2

"

5'-8

1 2

"

1'-1

0"

8" GUTTER

DRAIN

6" PUMP

SUCTION

4" VENT AND FILL

(2) 2" FOR SENSOR

REFER TO DETAIL 12

4'-0

"

6" MAIN

DRAIN

8" GUTTER DRAIN

6" MAIN DRAIN

MARLOW

MODEL

SUCTION

A.S.A. 125

LB FLANGE

DISCHARGE

A.S.A. 125

LB FLANGE

MOTOR

FRAME

SPEEDDISCHARGE

SUCTION

PHASE

CP

O

B

D

F L

Y

H

A

2E

AB Z

XD

D

3-9SC 3 254JP 1750 RPM

4 5

HF2EDCPBABA

12-1/2 10-3/4 10-3/4 34-3/8 6-1/4 10 8-1/4 17/32

OL

19 13-1/8

PLACE 1/2-INCH THICK NEOPRENE

PAD BETWEEN STRAP AND PIPE

STAINLESS STEEL UNISTRUT

CHANNEL AND STRAP

CONCRETE SLAB

BY OTHERS

PIPE SIZE VARIES

(SEE PLANS)

DRILL AND EPOXY ANCHOR BOLTS - SIZE

AS REQUIRED- 2 PER CHANNEL

MINIMUM PER MANUFACTURER

UNISTRUT CHANNEL

SUPPORT PIPING TO FLOOR OR CEILING.

THESE SUPPORTS SHALL BE USED TO

EXCEPT AS INDICATED.

ALL MATERIALS SHALL BE CARBON STEEL,

NOTE:

WITH 6" MIN. EMBEDMENT

1/2" S.S. EXPANSION BOLTS

12"x12"X3/4" THICK

WELD ROD TO SADDLE

1/2"x2" PIPE CRADLE

DI PIPE (12"Ø MAX.)

5/8" MIN. Ø U-BOLT

VA

RIE

S

N.T.S.

PIPE SUPPORT DETAIL (CEILING)

FLANGED PIPE SUPPORT

BRACKET NO. 2

3 1/2"

5/8"Ø EXPANSION BOLTS

WITH 5" EMBEDMENT (TYP)

(2 REQUIRED)

TOP OF CONCRETE

BRIDGE SLAB

WELDED STEEL BRACKET

SIMILAR TO GRINNEL FIG. 194

5/8"Ø U-BOLTS

1" MIN.

1'-1"

11"

STANDARD U-BOLT FIG. 137

LOCK WASHER & NUT (TYP)

ALUMINUM JACKET

2 1/2" INSULATION

2 1/2" PVC FORCEMAIN

HEAT TRACING WIRE

(2 SEPARATE RUNS)

SIMILAR TO GRINNEL

1'-1"

PIPE HANGER DETAIL

N.T.S.

FLOW POOL

RETURN LINE

CHEMICAL

ANALYZER

CO2

FEEDER

CO2 TANK

NAOCL

EAGLE SPILL CONTAINMENT BASIN

PROVIDE STAINLESS

STEEL CHAIN FOR

ANCHORING TO THE

WALL

DUAL CHANGE OVER

1

3

4

"DEEP

PUMP SHELF

0°

90°

180°

270°

1'-6

3

4

"

1'-5"

10"

1'-8

3

4

"

3'-11"

5

1 2

"7

1 4

"

2'-10"

11"

4'-9

3 4

"

3'-6

1

4

"

5'-1"

7-IN ACCESS LID

WATER MAKE-UP NOTES:

1. WATER MAKE-UP SUPPLIER TO PROVIDE

SOLENOID VALVE, ELECTRODE UNIT,

SENSING WELL PROBES, AND PROBE

HANGING WIRE.

2. POOL CONTRACTOR TO INSTALL

SENSING WELL AND SET PROBES.

3/4-IN SLOW CLOSING

SOLENOID VALVE IS

TO BE FURNISHED BY

MANUFACTURER

& INSTALLED

BY THE PLUMBER

3/4-IN CLOSE NIPPLE

FEMALE ADAPTER

3/4-IN UNION

3/4-IN BALL VALVE

3/4-IN STRAINER

3/4-IN CLOSE NIPPLE

FEMALE ADAPTER

PIPING BY-PASS

3/4-IN UNION

3/4-IN BALL

VALVE

WATER

SUPPLY

BALL VALVE

CONDUIT W/ THREE

CONDUCTOR SENSING

CABLES (BY

ELECTRICIAN)

FILL PIPE TO EXISTING EDGE OF POOL

SHALL BE 6-IN ABOVE WATER LEVEL

LOCATE IN EXISTING POOL ALCOVE

SIDE VIEW

LEVELOR K-1100

SENSOR IN PIPE

2-IN CLEAR SCH.

80 PVC PIPE

SCH. 80 PVC

PIPE

1-IN DRAIN VALVE

4-IN HOUSEKEEPING PAD

K-1100 AUTOFILL WITH

TWO PROBES

FILTER

SCALE: NOT TO SCALE

1

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

AQ102

DETAILS

HEAT EXCHANGER

SCALE: NOT TO SCALE

2

UV

SCALE: NOT TO SCALE

3

BALANCE TANK

SCALE: NOT TO SCALE

10

FLOW METER

SCALE: NOT TO SCALE

4

FILTER PUMP

SCALE: NOT TO SCALE

5

PIPE HANGER DETAIL

SCALE: NOT TO SCALE

7

PIPE SUPPORT DETAIL - WALL AND CEILING

SCALE: NOT TO SCALE

8

CHEMICAL STORAGE TANK

SCALE: NOT TO SCALE

9

CHEMICAL SCHEMATIC

SCALE: NOT TO SCALE

6

AUTO FILL

SCALE: NOT TO SCALE

11

BLDG SIDEPOOL SIDE

TO POOL

RETURN

FROM

FILTER

AQUASTAT

3-WAY SOLENOID VALVE

SUPPLIED BY PLUMBING

CONTRACTER

HEAL EXCHANGERS POOL SIDE

TEMPERATURE SENSOR

HEAT

EXCHANGER

T

IN

OUT

IN

OUT

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

AQ103

DETAILS

HEAT EXCHANGER SCHEMATIC

SCALE: NOT TO SCALE

12

CONT'D

WALL MOUNTED LINE VOLTAGE THERMOSTAT MOUNTED 54"AFF.

THERMOSTAT FURNISHED BY HVAC AND INSTALLED BY

ELECTRICAL CONTRACTOR.

1,3 LP1B

ELECTRICAL LEGEND

DUPLEX CONVENIENCE OUTLET RATED 20A, 125V, U-SLOT

GROUNDED TYPE . REFER TO RECEPTACLE ABBREVIATIONS FOR

SPECIAL PURPOSE RECEPTACLES.

GROUND BUS WALL MOUNTED CHATSWORTH MODEL NO.

10622-020 EXTEND A 1/2"C, 1-#6 INSULATED GROUND TO

THE BUILDING GROUND SYSTEM

FUSIBLE SAFETY SWITCH - RATING AND TYPE AS NOTED

ON THE DRAWING. (30 AMP, 20 AMP FUSE, 3 POLE)

SAFETY SWITCH - RATING AND TYPE AS NOTED ON

THE DRAWING.

MOTOR, NUMERAL DENOTES HORSE POWER

PANELBOARD-SURFACE MOUNTED

JUNCTION BOX WITH BLANK COVERPLATE, SIZE AS

REQUIRED BY N.E.C.

SURFACE MOUNTED LED CABINET LIGHT FIXTURE. MANUFACTUERED BY

SIMKAR CATALOG #VAPLED-C-11-50-U1 OR APPROVED EQUAL

RACEWAY RUN UNDERGROUND

RACEWAY RUN EXPOSED OR ABOVEGROUND

HOMERUN TO PANELBOARD, NUMBER OF TICKS INDICATES NUMBER OF

#12 AWG CONDUCTORS CONTAINED IN RACEWAY. TWO (2) #12 AWG SHALL

NOT BE INDICATED BY TICKS, NUMERALS 1 AND 3 INDICATE CIRCUITS IN

PANELBOARD. RACEWAYS LARGER THAN 1/2" AND CONDUCTORS LARGER

THAN #12 AWG SHALL BE INDICATED ON THE DRAWINGS. PROVIDE AN

INSULATED GREEN GROUND WIRE IN ALL RACEWAYS MINIMUM SIZE TO BE

#12AWG.

ABBREVIATIONS

WATTS OR WIREW

4-WIRE SOLID NEUTRAL4WSN

WP WEATHERPROOF

ELECTRIC WATER HEATER

POLYVINYL CHLORIDE CONDUIT

RIGID GALVANIZED STEEL CONDUIT

TRF

EWH

TEL

RSC

V

SF

SS

TELEPHONE

TRANSFORMER

VOLTS

SUPPLY FAN

SAFETY SWITCH

PVC

NTS

NIC

PNL

PH

NA

NO

NC

NOT TO SCALE

PANELBOARD

PHASE

NOT IN CONTRACT

NORMALLY CLOSED

NORMALLY OPEN

NOT APPLICABLE

NON-METALLIC CONDUIT

MECHANICAL CONTRACTOR

GROUND FAULT INTERRUPTER

MAIN CIRCUIT BREAKER

KILOVOLT AMPERESKVA

NMC

MTD

MTG

MCB

MLO

MC

KW

MOUNTED

MOUNTING

KILOWATT

MAIN LUGS ONLY

HOA

GND

JB

IG

HP

GFI

GC

HAND OFF AUTOMATIC

HORSEPOWER

JUNCTION BOX

ISOLATED GROUND

GROUND

GENERAL CONTRACTOR

AUTOMATIC TRANSFER SWITCH

AUTOMATIC TEMPERATURE CONTROLS

ELECTRICAL CONTRACTOR

ABOVE FINISHED FLOOR

ELECTRIC METALLIC TUBING

ELECTRIC WATER COOLER

ALTERNATING CURRENT

CONDUITC

FLA

EMT

EWC

CKT

FL

EF

CB

EC

FLOOR

FULL LOAD AMPERE

EXHAUST FAN

CIRCUIT

CIRCUIT BREAKER

ATC

BKR

ATS

AFF

A

AC

AMPERE

BREAKER

GFI

WP

RECEPTACLE ABBREVIATIONS

GROUND FAULT CIRCUIT INTERUPTER,

PERSONAL PROTECTION

WEATHERPROOF RECEPTACLE WITH

COVERPLATE LISTED FOR WET

LOCATION WITH AN ATTACHMENT

PLUG INSERTED.

DISTRIBUTION PANEL

PULL BOX

WEATHERPROOF SINGLE-POLE SWITCH

FLOW METER

VARIABLE SPEED DRIVE

WATTHOUR METER

S

GROUND - SYSTEM AND/OR EQUIPMENT

3 PHASE, 3 WIRE DELTA CONNECTION

3 PHASE, 3 WIRE WYE CONNECTION (UNGROUNDED)

3 PHASE, 4 WIRE WYE CONNECTION (GROUNDED

NEUTRAL)

CIRCUIT BREAKER

CONDUIT

GROUT SLEEVE IN A

NEAT AND WORKMANLIKE

MANNER WITH SMOOTH

SURFACES

WATERTIGHT SEAL AS

SPECIFIED

BRICK OR CMU WALL

OPENING IN BRICK OR

CMU SHALL HAVE EDGES

AS SMOOTH AND STRAIGHT

AS POSSIBLE

DIAMETER AS REQUIRED BY

SEAL MANUFACTURER

PVC SLEEVE WITH WATERSTOP,

PACK AND SEAL

CONDUIT

CONCRETE WALL

PACK AND SEAL OPENING

PVC SLEEVE, DIAMETER

AS REQUIRED BY SEAL

MANUFACTURER

WATERTIGHT

MECHANICAL

SEAL AS SPECIFIED

WATERTIGHT CONDUIT PENETRATIONS

NO SCALE

1

TVSS

TRANSIENT SURGE SUPRESSION UNIT

GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION, MOUNTING HEIGHTS, SIZE OF

EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE COORDINATED AND DETERMINED IN THE

FIELD.

2. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND CONNECTICUT BUILDING

CODE AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.

3. THE WORD "CONTRACTOR" AS USED IN THE "ELECTRICAL WORK" SHALL MEAN THE ELECTRICAL

CONTRACTOR.

4. CONTRACTOR SHALL PAY FOR ALL PERMITS, INSURANCE AND TESTS, AND SHALL PROVIDE

LABOR AND MATERIAL TO COMPLETE THE ELECTRICAL WORK SHOWN.

5. CONTRACTOR SHALL PAY ELECTRIC UTILITY COMPANY BACKCHARGES AND PROVIDE

COORDINATION WITH SAME.

6. EXCEPT AS OTHERWISE NOTED, THE ELECTRICAL WORK SHALL INCLUDE PANELBOARDS,

CIRCUIT BREAKERS, FEEDERS, WIRING, RACEWAYS, LIGHTING FIXTURES, DEVICES, SAFETY

SWITCHES, MOUNTING AND WIRING, TRANSFORMERS AND CONNECTIONS NECESSARY TO

OPERATE ALL EQUIPMENT.

7. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER AND PAY ALL

ENERGY CHARGES.

8. DURING CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL KEEP HIS PORTION OF THE

WORK NEAT, CLEAN AND ORDERLY.

9. ALL SYSTEMS SHALL BE TESTED FOR SHORT CIRCUIT AND GROUNDS PRIOR TO ENERGIZING

AND ANY DEFECTS SHALL BE CORRECTED.

10. ALL CUTTING AND PATCHING REQUIRED FOR ELECTRICAL WORK SHALL BE INCLUDED AS PART

OF THIS SECTION.

11. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR ELECTRICAL EQUIPMENT. WHERE

SPECIFIED, ELECTRICAL EQUIPMENT IS SUBSTITUTED. THE ELECTRICAL CONTRACTOR SHALL

SUBMIT COMPLETE SPECIFICATIONS ON THE SUBSTITUTE AS WELL AS THE ITEM ORIGINALLY

SPECIFIED.

12. MATERIALS SHALL BE SPECIFICATION GRADE AND UL LISTED.

13. WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY MANUFACTURER, TYPE OR CATALOG

NUMBER, SUCH DESIGNATIONS ARE TO ESTABLISH STANDARDS OR DESIRED QUALITY.

ACCEPTANCE OR REJECTIONS OF PROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO THE

APPROVAL OF THE OWNER.

14. WORK SHALL BE COORDINATED WITH THAT OF OTHER TRADES TO ELIMINATE INTERFERENCES.

15. ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF

WHICH SYSTEM IS PUT INTO SERVICE.

16. WORK SHALL BE GROUNDED IN ACCORDANCE WITH CODE REQUIREMENTS. COMPLETE

EQUIPMENT (INSULATED GREEN WIRE) GROUNDING SYSTEM SHALL BE INSTALLED.

17. PANELBOARDS SHALL BE DEAD FRONT, THERMAL MAGNETIC BOLT-ON CIRCUIT BREAKER TYPE,

DESIGNED FOR SURFACE MOUNTING AS INDICATED ON PLAN, AND HAVING CONNECTIONS TO

120/208 VOLT, 3 PHASE, 4 WIRE SERVICE. ALL BUS BARS SHALL BE COPPER. CABINETS SHALL

BE MADE OF CODE GAUGE GALVANIZED SHEET STEEL, WITH A MINIMUM OF 4 INCH GUTTERS,

DOOR IN DOOR CONSTRUCTION, LOCKED DOOR, AND FLUSH HINGES. TYPEWRITTEN INDEX

SHALL BE MOUNTED ON DOOR INSIDE TRANSPARENT COVER INDICATING LOAD SERVED.

PANELS SHALL INCLUDE SEPARATE EQUIPMENT GROUND BUS.

18. CONDUIT RUNS AS SHOWN ON THE PLANS ARE DIAGRAMMATIC ONLY; EXACT LOCATION AND

METHOD OF SUPPORT SHALL BE DETERMINED IN THE FIELD.

19. CONTRACTOR SHALL CHECK EXISTING CONDITIONS TO DETERMINE EXACT EXTENT OF WORK

TO BE PERFORMED PRIOR TO BIDDING. DIMENSIONS RELEVANT TO EXISTING WORK SHALL BE

VERIFIED IN THE FIELD.

20. PROVIDE AS-BUILT "CADD" DRAWINGS AT THE COMPLETION OF THE PROJECT.

WIRING DIAGRAMS2

FM

3

4

"C., 2/C#16 TWISTED

SHIELDED PAIR (4-20mA) TO

CHEMICAL CONTROL PANEL

NO SCALE

VFD

3

4

"C., 3#8 & 1#8 TO FILTER

PUMP MOTOR

3

4

"C., 3#8 & 1#8TO

POWER PANEL

FLOW METER

FILTER PUMP VFD

20 AMP BREAKER REQUIRED

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

ELECTRICAL

DIAGRAMS

AND DETAILS

E100

Project:

Drawing Title:

TOWN OF ENFIELD, CT

Enfield Annex Pool

Mechanical Room

Upgrades


Enfield, CT 06082

Sheet Number:

Consultants:


Seal:

CONSTRUCTION

DOCUMENTS

Scale:

Drawn By:

Reviewed By:

Checked By:

Revisions:

Date:

Approved By:

09.20.2019


617.412.4480


800.SAMPSON







MES

SMB

MPM

CBW

AS NOTED

TOWN OF ENFIELD, CT

Documents

Transcript of TOWN OF ENFIELD, CT