OWNER

HOUSING AUTHORITY OF

THE TOWN OF WALLINGFORD

45 TREMPER DRIVE

WALLINGFORD CONNECTICUT 06492

ROBERT WIEDENMANN, JR. VICE-CHAIRMAN

GERALDINE BRONNER TENANT COMMISSIONER

NICHOLAS LOMBARDI COMMISSIONER

JAMES LOUGHLIN COMMISSIONER

FRANK S. STELLATO COMMISSIONER

LOCATION MAP

WALLINGFORD HOUSING AUTHORITY

BID SET: 04/15/2019

MCKENNA COURT

WALLINGFORD, CT

QUISENBERRY ARCARI MALIK LLC.

195 Scott Swamp Road, Farmington, CT 06032 www.qamarch.com t (860) 677 - 4594 f (860) 677 - 8534

MCKENNA COURT

CONSULTANTS

N

N

TRUE NORTH:

PROJECT NORTH:

QA

M 1929

MC

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LIST OF DRAWINGS

GENERATOR & LIGHTING UPGRADES

MEP CONSULTANT:

ACORN CONSULTING ENGINEERING

244 Farms Village RD

West Simsbury, Connecticut 06092

G1.0 GENERAL NOTES

L4.0 SITE PLAN LIGHTING

L4.1 SITE LIGHTING DETAILS

E.1 COMMUNITY ROOM

E.2 WORKSHOP LIGHTING

E2.1 GENERATOR PLAN AND GENERAL NOTES

1. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THEDRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY.

2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THEJOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME.

3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR "TYPICAL" APPLY TO ALL SIMILARCONDITIONS THROUGHOUT THE PROJECT.

4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINESAND NOTES SUPERSEDE ALL SCALED REFERENCES.

5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OFSTRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED.

6. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS,AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGNOF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIREDFOR THE NEW CONSTRUCTION.

8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOMDOOR AT A HEIGHT OF 5' A.F.F.

9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENTFINISHES MEET UNLESS OTHERWISE NOTED.

10. UNITS WILL NOT BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTORSRESPONSIBILITY BEYOND CONTRACTS DOCS WILL BE TO REMOVE ALL DEBRIS FROM UNITAS PART OF THE DEMO SCOPE THAT REMAINS ONCE OWNER REP RELOCATES RESIDENTTO HOTEL UNIT.

11. 8 UNITS (4 BUILDINGS) WILL BE AVAILABLE TO BE WORKED ON AT A TIME. THECONTRACTOR MAY PHASE PROGRESS PER BUILDING.

1. REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TOACCOMMODATE THE NEW CONSTRUCTION.

2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION ORDIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THEDEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THATPRIOR TO COMMENCEMENT OF THE WORK.

3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREASFROM AREAS UNAFFECTED BY THE CONSTRUCTION.

4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEARWORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THECOMPLETION OF THE PROJECT WORK.

5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THEWORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECTOF ANY PROBLEMS OR CONCERNS IMMEDIATELY.

6. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTIONAS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THEOWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BENON-FUNCTIONING OR DISCONNECTED.

7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEWCONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TOPROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTIONPROCESS.

RWC Rain Water Conductor

CorridorCORR.

T&G Tounge and Groove

FixtureFIXT.

General Contractor

Gypsum Board

Furnish, Furnishings, Furniture

Furred, Furring

H.B. Hose Bibb

GaugeGA.

H.C. Handicapped

HORIZ.

H.M.

HGT.

Hollow Metal

Horizontal

Height

GYP. BD.

G.C.

GALV. Galvanized

FootingFTG.

FURR.

FURN.

FDN Foundation

FLR.FIN.

FLASH

F.D.

FLR.

Floor Drain

Floor Finish

Floor

Flashing

Vinyl Composition Tile

Waterproofing

Welded Wire Fabric

White Board

W.P.

WD.

W.W.F.

W.BD.

W/ With

Wood

VEST.

VCT.

Vestibule

Unless Otherwise Noted

Underwriter's Laboratory

Unit Heater

Unit Ventillator

U.L.

U.H.

U.O.N.

U.V.

T.O.

TYP.

T. Tread

Typical

Top Of

Fire Extinguisher

Fire Retardant

Expansion Joint

Existing To Remain

Finish, Finished

Fiber Reinforced Gypsum Panel

Exterior Insulation Finish System

Drinking Fountain

Electric Water Cooler

Electric, Electrical

Course, Courses

EWC.

ExteriorEXT.

F.R.G.P.

FPRFG.

F.R.

F.E.

FIN.

Fireproofing

E.I.F.S.

FT. Feet, Foot

EquipmentEQUIP.

E.T.R.

EXP.

E.J.

EXIST.

Expansion

Existing

EMERG.

ELEV.

EQ.

EL.

Elevator

Equal

Emergency

Elevation

DoorDR.

DrawingDWG.

EA.

ELEC.

D.F.

Each

D.S.

DN

DBL.

D.H.

Downspout

Down

Double

Double Hung

DepartmentDEPT.

DIM.

DIST.

DIA.

DET.

Dimension

Distance

Diameter

Detail

DEMO.

DEG.

CRS.

Degree

Demolition

S.D. Soap Dispenser

STOR. Storage

To Match Existing

Toilet Paper Dispenser

Tack Board

Susp. Acoustic Tile Ceiling

Structural Steel

Structure, Structural

Suspend, Suspention

T.M.E.

T.BD.

THRU

T.P.D.

Through

S.A.T.C.

STRUCT.

SUSP.

S.STL.

Sound Transmission Coefficient

Sound Transmission Class

Specifications

Stainless Steel

Square Feet

SQ. Square

STL.

S.S.

STD.

S.F.

Steel

Standard

S.T.C.

SPEC.

S.T.D.

Seismic Joint

Sanitary Napkin Dispenser

Sanitary Napkin Receptacle

SECT. Section

SHT.

S.J.

SIM.

Sheet

Similar

SCHED.

SC.

S.N.D.

S.N.R.

Schedule

Scupper

Refrigerator

Receiving

Roof Drain

Revised, Revision

Reinforce

REQ'D Required

R.D.

REV.

R.

RM.

Riser

Room

REM

REINF.

REFR.

RECV.

Remove

MAS. Masonry

AsphaltASPH.

Built Up Roofing

Cabinet Unit Heater

Brick Expansion Joint

Bevel, Beveled

CabinetCAB.

Chalk BoardC.BD.

ConcreteCONC.

CONTR.

CONT.

CJ

CONF.

Continuous

Contractor

Conference

Control Joint

CLO.

COL.

Closet

Column

Ceiling HeightCLGHT.

CTR.

C.T.

CL.

CEM.

Center

Ceramic Tile

Centerline

Cement

CAP.

CASE

CLG.

C.U.H.

Capacity

Casement

Ceiling

BituminousBIT.

Bottom OfB.O.

BLDG.

B.U.R.

B.E.J.

Building

BD.

BOT.

BLK.

BLKG.

Board

Bottom

Block

Blocking

BEV.

BM

BRG.

Beam

Bearing

AUTO.

ASSY.

ASST.

Automatic

Assembly

Assistant

PLYWD. Plywood

Precast Expansion Joint

Prefabricated

Quarry Tile

Polyvinylchloride

QTY.

RAD.

Q.T.

Radius

Quantity

P.E.J.

PREFAB.

PVC.

Perpendicular

Plastic Laminate

Paper Towel Dispenser

PERP.

PLAM.

PLUMB.

PLAS.

PL. Plate

Plumbing

Plaster

PTD.

P.T.D.

PR.

PASS. Passage

Pair

Painted

N North

Outside Diameter

Overhead

On Center

Not To Scale

Not In Contract

OFF. Office

O.H.

O.D.

O.C.

N.T.S.

N.I.C.

Miscellaneous

Mechanical

Maximum

Mezzanine

Masonry Opening

MIN.

MISC.

MEZZ.

Minimum

MAX.

MECH.

M.O.

MAT. Material

As Selected By Owner

As Provided By Owner

Aluminum Frame

Architect, Architectural

Anchor, Anchorage

Air Conditioning

Air Handling Unit

Acoustical Tile

Acoustic, Acoustical

Above Finish FloorA.F.F.

Anchor BoltAB.

ARCH.

A.S.B.O.

A.P.B.O.

ASB. Asbestos

L

ANOD.

APPR.

Angle

Anodized

Approved

A.H.U.

ALUM.

ALF.

ANCH.

ALT.

Aluminum

Alternate

A.C.T.

A/C

A.C.

InchIN.

Kick PlateK.P.

Marker Board

Laboratory

Manufacturer

Maintenance

M.BD.

MFRG.

MAINT.

MACH. Machine

LTG.

LAV.

LAB

Lavatory

Lighting

Insulation

Inside Diameter

Information

INSUL.

JT.

INT.

Joint

Interior

INCL.

INFO.

I.D.

Included

ABBREVIATIONS

1. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILSCOMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTEDBY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARYSUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED SOILS ENGINEER TOINVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IF ADISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS, CONTRACTORSHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROMARCHITECT/ENGINEER..

2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,000PSF ON UNDISTURBED SOIL. ALLCONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMOF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE.

3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN12 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING.

4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEARGRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED INACCORDANCE WITH ASTM D-1557.

5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVELLARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZENMATERIALS. COMPACT TO 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557.

6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONECAPABLE OF SUPPORTING 2,000PSF.

7. GUTTERS AND DOWNSPOUTS SHALL DISCHARGE AT PERIMETER DRAIN IF PROVIDED OR ATGUTTER SPLASH BLOCKS UNLESS LOCAL CODES REQUIRE STORM WATER MANAGEMENTSYSTEMS. REFER TO APPROVED SITE PLAN FOR STORM WATER MANAGMENT SYSTEMPIPING DETAILS.

GENERAL NOTES

DEMOLITION NOTES

SITE WORK

WALL NOTES1. FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE

U.L. CLASSIFICATION.

2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THEUNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL.

3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR,ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE.

4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOFDECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFINGAND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION.

5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHEREPARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION.

6. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS,DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION.

7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOURRATED SMOKE BARRIERS.

8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR FIRERATED PARTITIONS.

9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESSOTHERWISE NOTED.

10. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTENDSHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL.

11. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.

12. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUDSLIP TRACKS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACINGFRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THEUNDERSIDE OF ROOF DECK AT THE MIDDLE 1/3RD OF A SPAN GREATER THAN 15'.

MECHANICAL NOTES1. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THEPROPER INSTALLATION OF THE NEW SYSTEMS.

2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEWCOMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTED BY THISCONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY,SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESESYSTEMS OR COMPONENTS.

3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THEWORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.

4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES ANDACCEPTED STANDARDS OF PRACTICE.

ELECTRICAL NOTES1. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING

WORK.

2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTSAS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTIONPROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCHMODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS.

3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THEWORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.

4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES ANDACCEPTED STANDARDS OF PRACTICE.

5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDEDOPERATION WITH THE OWNER.

ELECTRICAL MOUNTING HEIGHTS1. ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE

ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.

2. RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OFRECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT24" A.F.F.

3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OFWIREMOLD AT 2" ABOVE BACKSPLASH)

4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.)

5. SWITCHES: 48" A.F.F.

6. BOILER EMERGENCY SWITCHES: 60" A.F.F.

7. DATA / PHONE OUTLETS: 18" A.F.F.

8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING

9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE

10. SECURITY KEYPAD: 48" A.F.F.

11. MICROPHONE WALL JACK: 18" A.F.F.

12. FIRE ALARM PULL STATION: 48" A.F.F.

13. FIRE ALARM VISUAL / AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT

14. AREA OF REFUGE CALL STATION: 48" A.F.F.

15. EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F.

16. EMERGENCY CALL SWITCH: 36" A.F.F.

17. EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F. - CENTER ABOVE DOOR

18. WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F.

19. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F. COORD. WITH BLOCKCOURSING AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS.

GENERALNOTES

G1.0

bap

Sheet #:

Drawn By:Project #:

Sheet Description:

Issue Dates: 3/25/19

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195 Scott Swamp RoadFarmington, CT 06032

qamarch.com

WASHINGTON STREET

COMMUNITYROOM

4

3

2

17

6

5

QU

INN

IPIAC STR

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PROSPECT STREET

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

1L-4.1

LIGHT POLE &LUMINAIRE(TYP.)

1L-4.1

LIGHT POLE &LUMINAIRE(TYP.)

REMOVE AND REPLACE ALLLIGHT POLES, LUMINAIRES &BASES (TYP.)

REMOVE AND REPLACE ALLLIGHT POLES, LUMINAIRES &

BASES (TYP.)

LEGENDEXISTING PROPOSED

PROPERTY LINE

BUILDING

EDGE OF PAVEMENT

LIGHTLP

020 40

1" = 20'

20

L-4.0

Sheet #:

Drawn By:Project #:

Issue Dates:

QAM 1929TO 6311

EW

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qamarch.com

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LAYOUT NOTES1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS.

2. MATERIALS AND CONSTRUCTION PROCEDURES SHALL COMPLY WITH CT DOT FORM816/817 AND THE TOWN OF WALLINGFORD SPECIFICATIONS.

3. CONTRACTOR TO SECURE ALL NECESSARY TRADE PERMITS.

4. NEW PAVEMENT TO MEET LINE & GRADE OF EXISTING PAVEMENTS.

5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONSTRUCTION ACTIVITIES.

6. LOAM AND SEED ALL DISTURBED AREAS NOT COVERED BY OTHER IMPROVEMENTS.

7. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROMWHICH THEY ARE MEASURED.

8. ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY ORCONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGEOF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO PROVIDE A CLEAN,SMOOTH EDGE. TACK COAT EXPOSED EDGES OF EXISTING CONCRETE PRIOR TOPLACEMENT OF NEW BITUMINOUS CONCRETE PAVEMENT.

9. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE ANDAPPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTALPOSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.

11. CONTRACTOR SHALL CONTROL DUST CAUSED BY HIS OPERATIONS BY APPLYING WATEROR DUST PALLIATIVE, OTHER THAN CALCIUM CHLORIDE.

12. CONTRACTOR SHALL CONTROL NOISE TO AS GREAT AN EXTENT AS POSSIBLE. ALLPOWER EQUIPMENT USED DURING CONSTRUCTION SHALL BE EQUIPPED WITHMUFFLERS.

13. MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED AND CLEANED ACCORDINGTO THE MANUFACTURERS DIRECTIONS.

14. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESSMATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHESSHALL BE REPAIRED.

GENERAL NOTES1. PLAN IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL

MEASUREMENTS. REPLACEMENT OF ALL PAVEMENTS TO EXISTING WIDTHS ANDLAYOUT.

ADDITIONAL NOTES1. PROVIDE UNIT COST FOR LIGHT AND POLE BASES

2. LIGHTING TO BE A SEPARATE BID.

3. REFER TO L-4.1 FOR SITE LIGHTING DETAILS

2 LIGHT POLE BASESCALE 3/4" = 1'-0"

REMOVE PAINT AND SECURELY ATTACHCOPPER GROUND LUG WITH 3/16"STOVE BOLT INSIDE POLE TO POLEBODY, OR HANDHOLE REINFORCINGRING. (DO NOT GROUND TO COVERFASTENERS)

#6 STRANDED BARE COPPERGROUND WIRE, ATTACHED TO

LUG AND CLAMP

COPPER GROUND CLAMPATTACHED TO CONDUIT

USE LEVELING NUTS BELOW BASEPLATE FOR PROPER PLUMB OF POLE,BOLT PATTERN PER LIGHT SUPPLIER

1" CHAMFER ALL EDGES

LONG ANCHOR BOLTSFURNISHED BY POLE SUPPLIERPATTERN PER POLE SUPPLIER

TEMPLATE.

3/4" RIGID CONDUIT 12" MIN.BELOW FINISHED GRADE

(4) #5 VERTICALS X 5'-0" LONGEQUALLY SPACED ON 15" CIRCLE

(4) #3 TIES IN 15" CENTERS

POLE SIZE 5"X5"X20'HT MAX.

HANDHOLE WITH COVER

GRADE

TOP OF DRIVE

CONCRETE CURB

5'-6

"6"

3'-6" MIN.

1'-6"

#6 COPPER WIREEXOTHERMICALLYWELDED TOGROUND ROD

8' X 5/8" COPPERBONDED GROUND ROD

#6 COPPER WIRE CONNECTEDTO METAL POLE WITHMECHANICAL LUG

1 LIGHT POLE & LUMINAIRESCALE 1/2" = 1'-0"

2L-4.1

LIGHT POLEBASE

10'

12' -

2 1

/2"

SUN VALLEY LIGHTINGMOZART SERIES LED LUMINAIREMOUNTED TO 10 FT POLE

L-4.1

Sheet #:

Drawn By:Project #:

Issue Dates:

QAM 1929TO 6311

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Sheet #:

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Issue Dates:

NOT FOR CONSTRUCTION

ISSUED FOR REVIEW ONLY

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19051

Final Drawings - 03/29/2019

MC

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195 Scott Swamp RoadFarmington, CT 06032

www.qamarch.com

- Mechanical Electrical Engineering for Building Systems -P.O. Box 311 Farms Village Plaza 244 Farms Village Road

West Simsbury, CT 06092 (860) 651-1949 fax (860) 651-1957www.acornengineers.com

RED SOX SUCK E.1

SCALE: 1/4" = 1' 0"FLOOR PLAN

COMMUNITY ROOM

COMMUNITY ROOM100

STORAGE102

KITCHEN101

BATH104

BATH103

LAUNDRY106

ENTRY VESTIBULE107

OFFICE105

DF

DF

HANDICAPPED TOILETCALL-FOR-AID DETAIL

ELECTRICAL DEMOLITION NOTES:

ELECTRIC SYMBOL LIST

B B B B B

B B B B B

B B B B B

B B B B B

B

B

B

B

B

B

B

B

C

C

D

D

F

L I G H T I N G F I X T U R E S C H E D U L E

SCALE: NTSPARTIAL POWER RISER DIAGRAM

EH-1

SES

CEF-A

Sheet #:

Drawn By:Project #:

Sheet Description:

Issue Dates:

NOT FOR CONSTRUCTION

ISSUED FOR REVIEW ONLY

PR

OJE

CT

DE

SC

RIP

TIO

N F

OR

:

STR

EE

T A

DD

RE

SS

CIT

Y /

TOW

N

19051

Final Drawings - 03/29/2019

MC

KEN

NA

APT

. REH

AB

195 Scott Swamp RoadFarmington, CT 06032

www.qamarch.com

- Mechanical Electrical Engineering for Building Systems -P.O. Box 311 Farms Village Plaza 244 Farms Village Road

West Simsbury, CT 06092 (860) 651-1949 fax (860) 651-1957www.acornengineers.com

RED SOX SUCK E.2

SCALE: 1/4" = 1' 0"WORKSHOP LIGHTING PLAN

WORKSHOP LIGHTING

AAAA

AA A A

AAAA

CONNECTIONS TO EXISTING CONDITIONS:

ELECTRICAL POWER NOTES:

ELECTRICAL GENERAL NOTES:

SES

Sheet #:

Drawn By:Project #:

Sheet Description:

Issue Dates:

NOT FOR CONSTRUCTION

ISSUED FOR REVIEW ONLY

PR

OJE

CT

DE

SC

RIP

TIO

N F

OR

:

STR

EE

T A

DD

RE

SS

CIT

Y /

TOW

N

19051

Final Drawings - 03/29/2019

MC

KEN

NA

APT

. REH

AB

195 Scott Swamp RoadFarmington, CT 06032

www.qamarch.com

- Mechanical Electrical Engineering for Building Systems -P.O. Box 311 Farms Village Plaza 244 Farms Village Road

West Simsbury, CT 06092 (860) 651-1949 fax (860) 651-1957www.acornengineers.com

RED SOX SUCK E2.1

SCALE: 1/4" = 1' 0"FLOOR PLAN

GENERATORPLAN ANDGENERAL

NOTES

COMMUNITY ROOM100

STORAGE102

KITCHEN101

BATH104

BATH103

LAUNDRY106

ENTRY VESTIBULE107

OFFICE105

DF

DF

ELECTRICAL GENERAL NOTES:

CONNECTIONS TO EXISTING CONDITIONS:

ELECTRICAL POWER NOTES: