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GARFIELD PARK ACADEMY 24 GLENOLDEN LANE WILLINGBORO, NJ 08046

GARFIELD PARK ACADEMY SCHOOLADDITION TO

CONSULTING ENGINEERS | CRANBURY - NEW JERSEYWHITMAN

NEW JERSEY DEPARTMENT OF EDUCATION # 5805-001-20-1010

STRUCTURAL ENGINEERS | PENNINGTON - NEW JERSEYHARRISON - HAMNETT, P.C.

24 GLENOLDEN LANE WILLINGBORO, NJ 08046

RevisionsNo. Date Description

Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

6.19.2020

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24 GLENOLDENLANE,WILLINGBORO, NJ08046

Corpo

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Drawing Number

JJV

GARFIELD PARKACADEMY

6/19/20

ADDITION TOGARFIELD PARKACADEMYSCHOOL

JS

AS NOTED

TITLE SHEET

G001

2'-6"

3'-10

" MAX

.

2'-10

" MAX

.

4'-0"

MAX

.1'-

3"M

IN.

2'-0"MAX.

Y

2'-10

" MAX

.

X10"

MAX. 2'-6"

4'-0"

MAX

.1'-

3"M

IN.

TOWELS

4'-0"

TOO

PERA

BLE

PART

1'-3"

THER

MO

STAT

SOAP

OUT

LET

FIRE A

LARM

PUL

L STA

TION

CUPS

8"

11"

9"

KNEE CLEARANCE

9"

6"

TOE CLEARANCE

2'-0"

AT C

HILD

B/F

2'-3"

AT A

DULT

B/F

HIGH AND LOWUNOBSTRUCTED SIDE

REACH LIMITS

Y=4'-0" WHEN X=1'-8" OR LESS Y=3'-8"WHEN X=1'-8" TO 2'-1" CLEAR KNEESPACE BELOW OBSTRUCTION SHALLBE AT LEAST AS DEEP AS THEFORWARD REACH DISTANCE

HIGH AND LOWUNOBSTRUCTED

FORWARD REACH LIMITS

UNOBSTRUCTED SIDEREACH LIMITS

ACCESSIBLE CONTROLS &OPERATING MECHANISMS -

FORWARD APPROACH

OBSTRUCTED FORWARDREACH LIMITS

1. ALL CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING A BID.DISCREPANCIES OR OMISSIONS MUST BE REPORTED TO THE ARCHITECT IN WRITING (15) DAYS PRIOR TO BIDOPENING. IF HE OR SHE DOES NOT, CONTRACTOR SHALL CORRECT SAME AT NO CHANGE IN CONTRACTPRICE.

2. CONTRACTOR SHALL PROVIDE ALL REQUIRED SAFETY PROTECTION DURING CONSTRUCTION.

3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE A SUFFICIENT WORK FORCE TO MEETCOMPLETION DATES AS OUTLINED IN THE SPECIFICATIONS. NO EXCEPTIONS WILL BE ALLOWED.

4. DO NOT SCALE THE DRAWINGS.

5. DETAILS NOTED "TYPICAL" IMPLY ALL SUCH CONDITIONS BE TREATED SIMILARLY.

6. MATERIALS LISTED ON THE FINISH SCHEDULE REFER TO THE MAJORITY OF WALLS, FLOOR AND CEILING OFROOMS SCHEDULED, REFER TO PLANS, DETAILS, INTERIOR ELEVATION, CEILING PLANS, AND NOTES FORTHOSE MATERIALS NOT INDICATED ON THE SCHEDULE BUT ARE STILL REQUIRED IN THE ROOM.

7. UNLESS OTHERWISE NOTED AND UNLESS FACTORY FINISHED, ALL EXPOSED SURFACES OF CMU, CONCRETE,PLASTER, WOOD, GYPSUM BOARD, HOLLOW METAL, HARDWOODS, MISC. METALS ETC., ARE TO RECEIVEPRIME AND FINISH COATS OF PAINT OR CLEAR FINISH AS SPECIFIED AND IN COLORS AS SELECTED BYARCHITECT. EXCLUDED FROM THIS IS BRICK.

8. ALL OUTSIDE CORNERS OF INTERIOR CONCRETE MASONRY UNITS (CMU) ARE TO BE BULLNOSED UNLESSNOTED OTHERWISE.

9. CALL BEFORE YOU DIG. BEFORE DIGGING CONTRACTOR SHALL CALL 1-800-242-1776 TO HAVE UTILITIESIDENTIFY UNDERGROUND LOCATION OF ALL SERVICE LINES.

10. ALL WORK PERTAINING TO THESE DRAWINGS SHALL BE PERFORMED IN ACCORDANCE WITH ALLAPPLICABLE STATE AND LOCAL CODES AND IN AGREEMENT WITH ALL AGENCIES HAVING JURISDICTION.

11. THE CONTRACTOR IS RESPONSIBLE TO SECURE ALL PERMITS, TO OBTAIN APPROVALS AS REQUIRED ANDCOORDINATE INSPECTION WITH LOCAL BUILDING INSPECTOR. ALL PERMIT AND APPLICATION FEES WILL BEPAID BY THE OWNER AND DELIVERED BY THE CONTRACTOR.

12. DRAWINGS AND SPECIFICATIONS COMPLEMENT EACH OTHER. WORK NOT SHOWN ON DRAWING BUTCALLED FOR IN THE SPECIFICATIONS IS STILL REQUIRED, AND ALL WORK NOT CALLED FOR INSPECIFICATIONS, BUT CALLED OUT OR SHOWN IN DRAWINGS IS STILL REQUIRED.

13. THE OWNER WILL REMOVE AND RE-INSTALL ALL MOVEABLE EQUIPMENT. EACH CONTRACTOR ISRESPONSIBLE TO REMOVE, STORE AND RE-INSTALL EXISTING BUILT-IN EQUIPMENT REQUIRED TO PERFORMTHEIR WORK UNLESS NOTES OTHERWISE.

GENERAL NOTES

DEMOLITION NOTE REFERENCE TAGSEE DEMOLITION NOTES

WINDOW OR CURTAINWALL TYPESEE WINDOW/CURTAINWALL TYPES

DOOR NUMBERSEE DOOR SCHEDULE

BORROWED LIGHT NUMBERSEE DOOR SCHEDULE

COLUMN NUMBER OR LETTER

XXAXXX

XXAXXX

X

X

XX

XX

X

XXXX000

SECTION NUMBERWALL SECTIONDRAWING NUMBER

DETAIL NUMBER

DETAIL INFORMATION

DRAWING NUMBER

ROOM NAME/NUMBER

EQUIPMENT NUMBER OR LETTER

ELEVATION NUMBERINTERIOR ELEVATIONDRAWING NUMBER

X C L

XXAXXX

SYMBOL LIST MATERIAL LEGEND

D R A W I N G I N D E XG E N E R A L

TITLE SHEETG001

C I V I L

DRAWING INDEX, ABBREVIATION, SYMBOLS, LEGEND AND ADA STANDARDSG002 G003 G004

A R C H I T E C T U R A L

TYPICAL DETAILSTYPICAL DETAILS

MECHANICAL

S T R U C T U R A L

P L U M B I N G

E L E C T R I C A L

A101 CODE ANALYSIS, EGRESS PLAN

P001 PLUMBING OVERVIEW SHEET

M001 MECHANICAL OVERVIEW SHEET

E001 ELECTRICAL OVERVIEW SHEET

S101 FOUNDATION PLAN / ALT. BID FOUNDATION PLANS201 ROOF FRAMING PLAN / ALT. BID ROOF FRAMING PLANS301 SECTIONS

DEMOLITION PLANC100SITE PLANC101GRADING PLANC102


Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

6.19.2020

Arch

ite

ct

D

ate

F V

H D

P C

. C

O M

JOHN

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EISZ,

AIA,

CSB

ANJ

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AI00

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PA

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Drawing Number

JJV


6/19/20


JS

AS NOTED

DRAWING INDEX,ABBREVIATIONS,SYMBOLS LEGEND,ADA STANDARDS

G002

A102 BASE BID FLOOR PLAN, REFLECTED CEILING PLAN, DEMOLITION PLANA103 ALTERNATE BID FLOOR PLAN, REFLECTED CEILING PLANA104 ROOF PLAN, ASSEMBLIES, NOTES AND DETAILSA105 ROOF DETAILSA106 ROOF DETAILSA201 EXTERIOR & INTERIOR ELEVATIONS - BASE AND ALTERNATE BIDA301 WALL SECTIONSA302 WALL SECTIONSA303 ALTERNATE BID WALL SECTIONSA401 ROOM LAYOUTS, TOILET LAYOUTS, NOTE AND SCHEDULES

A501 PLAN DETAILS, WINDOW TYPESA601 SCHEDULES, DOOR, FRAME, HEAD, JAMB, SILL, SADDLE AND SIGNAGE TYPES

S401 TYPICAL DETAILS / SCHEDULES / GENERAL NOTES

A/CAB

ADACB

ADJADJT

Air conditioningAnchor boltAcoustical ceiling boardArea drainAdjacentAdjustable

AggregateAGGAluminumALAlternatingALTAlternate bidALT. BIDAnchor, AnchorageANCAnodizedANODAccess panelAP

Above finished floorAFF

ApproximateAPXArchitectARCH

Bottom of bankBB.

BituminousBITBarrier FreeBFBuildingBLDGBlockBLKBlockingBLKGBench markBMBottomBOTBearingBRGBrickBRKBronzeBRZBoth sidesBSBuilt up roofBUR

CabinetCABCatch basinCBCement plasterCEM PLASCMU epoxy paintedCEPCounter flashingCFL

CHT Ceiling heightCast ironCI

CLCJ

Centerline / closetControl joint

DownspoutDoorDownDry marker boardDeckDiameterDimensionDrinking fountainDouble

Clear wire plateCounterClear tempered plate glassCeramic tileCast stone

CourseCarpetCopperCMU PaintedCoolingContractorContinuous

ConcreteColumnConcrete masonry unitClearCeiling

DSDRDNDMBDKDIAMDIMDFDBL

CWPCTRCTPCTCST

CRSCPTCPRCPCOOLCONTRCONTCONSTCONDCONCCOLCMUCLRCLG

ConstructionCondition

Drain (s)D

DumbwaiterDW

Acrylic acoustical ceiling boardAACB

EL Elevation

EqualEthylene propylene diene monomersEpoxy paint

EntranceEnclosureEmergencyElevatorElectrical

EPDMEQ

ELEC

EP

ENTRENCEMERELEV

Exterior insulated finish systemExhaust fan

Exibition BoardEach

EB

EFEC

EIFSEJ, EXP JT

EAE East

Electrical contractor

Expansion joint

EQP Equipment

Electric water coolerEWC

EXGEXB Expansion bolt

ExistingEXPEXT

FBFBRK

Face brickFire alarm

ExteriorExposed

FDFEFEC

FF

Fire extinguisher cabinetFire extinguisherFloor drainFire brick

KITKPL Kickplate

Kitchen

JT

KCPL Keene's cement plaster

Joint

INT

JC Janitor's closet

Interior

ID

INS Insulate (d), (ion)

Inside diameter

HVC Heating & ventilation contractor

FoundationFrameFiberglass reinforced polyesterFire proof

FixtureFlashingFloor

FPFRPFRFNDFLRFLGFIX

FiberglassFinished floor elevation

FGLFFE

Finish floor

GB Grab barGeneral contractor

Ground faceGypsum wall board epoxy paintedGrade, gradingGlazed concrete masonry unit

GCGCMUGDGEPGF

Fire retardantFloor sinkFeetFooting

Gauge

Furring

FRTFS

FTGFT

GA

FUR

FIN

FA

Finish

GP Gypsum wall board paintedGypsum drywallGradeGround face block

Glazed structural tileGST

GRD.F.BLKGRGPDW

Glass, GlazingGlass block

GLGLB

GroutGalvanizedGravel

Hose bibHeadHardware

GVL

HBHDHDW

GVGT

HTRHRHPHORHM Hollow metal

HorizontalHighpointHourHeater

PerimeterPERI

ParkingPlate glassPG

PK

Precast concretePlumbing contractorParticleboardParallel

Opposite

PCPCC

PBDPAR

OPP

OH Overhead

OPGOP

OpeningOpaque

NTS

OD

OAOC

NRCNot to scale

Overall

Outside diameterOn center

Noise reduction coefficient

MinimumMIN

NIC Not in contract

NOMNO

NominalNumber

MTD

N

MTFRMULL

MO

MRMT

MOV

MMBMISC

Mounted

North

Metal furringMullion

Masonry opening

Mop receptorMarble threshold

Movable

MembraneMiscellaneous

METMFRMH

MEDMetalManufacturerManhole

MediumMECHMC

MATMAX

MAS

LWLWC

LTL

MechanicalMechanical contractor

MaterialMaximum

Masonry

LightweightLightweight concrete

Lintel

LDR

LL

LPTLOC

LHLF

LAVLeader

Liveload

Low pointLocation

Left-handLineal foot/Linear feet

Lavitory

LengthLaboratoryLaminate (d)LAM

LABL

Plastic laminatePlasterPLAS

P LAMPL Plate

PNLPNTPR Pair

Paint (ed)Panel

PTD

PTRPVC

PTN

PSIPSF

Paper towel dispenser

Paper towel receptorPolyvinyl chloride

Partition

Pounds per square inchPounds per square foot

RBTRAD

Rubber tileRadius

RRA

QTQTY

PWDPVMT

RiserReturn air

Quarry tileQuantity

PlywoodPavement

RUB

S

SEC

RWCRV

RH

ROROW

RM

RFGRFH

RET

Rubber, base

South

Security

Rain water conductorRadon vent

Right hand

Rough openingRight of way

Room

RoofingRoof hatch

Return

RD

REG

REQRES

REM

REFREFL

RE

RCPRoof drain

Register

RequiredResilient

Remove

Reference (s)Reflected

Reinforce (d), (ing)

Reinforced concrete pipe

SCTSD

SCHSC

Structural clay tileStorm drain

ScheduleSolid core

SHTHSIM

SFGLSHM

SheathingSimilar

Safety glassSecurity hollow metal

SleeveSL

SOGSNT

Slab on gradeSealant

SKL Skylight

SPEC

SPKSPF, BLK

SPSPAC'G

Specification

SpeakerSplit face block

SoundproofSpacing

STR

SYS

SUS

SYN

SQ. FT.

STDSTG

SST

SQ

Structural

System

Suspended

Synthetic

Square foot / feet

StandardSeating

Stainless steel

Square

TC

T

Terra cotta

Tread

TGR

T&G Tongue and groove

Top of grade

TEL Telephone

TKSTHRTHK

TackstripThresholdThick

TOM

TOSTPD

TOP

TOCTLT, TOIL

Top of masonry

Top of steelToilet paper dispenser

Top of plank

Top of curbToilet

TZ

Undercut

Terrazzo

TPG

TVTYP

TPTNTempered plate glass

TelevisionTypical

Toilet partition

W

VNRVTR

VEST

VIN

VERT

West

VeneerVent thru roof

Vestibule

Vinyl

UL

VBVCT

VAT

URUNO

UC

UrinalUnless noted otherwiseUnderwriter's laboratory

Water closetWC

WP

WSCT

WRWS

WPT

WG

WINWM

WH

WDWWD

Waterproofing / Work point

Wainscot

Water repellentWaterstop

Work point

Wire glass

WindowWire mesh

Wall hung

WindowWood

W/OWB

W/WithoutWood base

With

Vinyl asbestos tileVapor barrierVinyl composition tileVertical

Wall to wallWTWWelded wire fabricWWF

TB. Top of bank

BD Board

EOP Edge of paving

TG. Top of grate

InletINL

INV Invert

FES Flared end section

ERF Epoxy Resinous FlooringExisting To RemainETRExisting To Remain - RefinishedETR-R

SBS Styrene butadiene styrene

PRTT Precast Resilient Terrazzo TilePTT Precast Terrazzo Tile

Epoxy TerrazzoETZ

VIF Verify In Field

Calcium silicate masonry unitCSMU

Glazed structural facing tileGSFT

Gypsum Wall BoardGWB

SWF Security Window Film

ABBREVIATIONS

A402 ALTERNATE BID ROOM LAYOUTS, FLOOR TILE PATTERNS, BASE AND ALTERNATE BID ROOMS

M100 MECHANICAL WORK PLANM200 MECHANICAL SCHEDULES AND DETAILSM300 MECHANICAL DETAILS

P100 PLUMBING SANITARY WORK PLANP200 PLUMBING DOMESTIC WATER WORK PLANP201 PLUMBING ROOF PLANP202 PLUMBING OVERALL ROOF PLAN

P400 PLUMBING RISER DIAGRAMS

E100 LIGHTING, POWER AND DEMOLITION PLAN - BASE BIDE101 LIGHTING & POWER PLAN - ALTERNATE BID

E200 ELECTRICAL FIRE ALARM BASE BID & ALTERNATE BID PLANSE300 ELECTRICAL DETAILSE400 SINGLE LINE DIAGRAM AND PANEL SCHEDULE

C103 SOIL EROSION AND SEDIMENT CONTROL PLANC104 CONSTRUCTION DETAILS

ACB / ACT

EARTH

PLASTER / GYP. BD. / EIFS

STUD PARTITION

ROUGH WOOD

FINISH WOOD

METAL / STEEL

CMU

BATT INSULATION

PLYWOOD

FACE BRICK

RIGID INSULATION

E102 TEMPORARY EGRESS LIGHTING AND POWER PLAN

P300 PLUMBING SCHEDULES AND DETAILS

3/8" CONTROL JOINT W/ CERAMIC FIBERBLANKET INSULATION AND RATEDSEALANT AT ROOM SIDE, BACKER RODAND RATED SEALANT AT CORRIDORSIDE UL DES #WW-D-0010 (TYP.)

CMU PARTITON

WHERE ONE SIDE OF JOINT IS NOTACCESSIBLE, INSTALL BACKER ROD ANDRATED SEALANT RECESSED INTO JOINT,CERAMIC FIBER BLANKET AND RATEDSEALANT AT FACE OF WALL - UL DES#WW-D-0010 (TYP.)

CMU PART.

3/8" DIA. X 8" L.PENCIL ROD @ 16"O.C. VERT. (TYP.)

NOTE: PACK JOINT W/ FIRERATED SAFING (TYP.)


SEALANT ANDBACKER ROD BOTHSIDES (INTERIOR FACE@ EXTERIOR WALLS )

CMU PART.

NOTE: PACK JOINT W/FIRE RATED SAFING


COMPRESSIBLEFILLER STRIP

4" FACE BRICK / ARCHCMU

CAVITY INSULATION

C.M.U.

NOTE: SEE WALLSECTIONS FOR HORIZ.WALL REINFORCING

AT ALL LOCATIONS WHERE A CONTROL JOINT DOES NOTCOINCIDE WITH A STRUCTURAL COLUMN, INSTALL A 3/8"CONTROL JOINT IN THE CMU WALL WITH SEALANT AND BACKERROD (TYP.)

3/8" C.J. W/BACKER RODAND SEALANT


4" FACE BRICK /ARCH CMU1" EXP. JT. W/ BACKER ROD &SEALANT - TYPICAL CONDITIONAT STRAIGHT WALL SIMILAR

COPPER WATERSTOP

PACK JOINT WITHCOMPRESSIBLE FIRESAFING

ALUMINUM EXPANSION WALLJOINT COVER CONDITION ATSTRAIGHT WALL FACE SIMILARCOVERS REQUIRED AT ALLINTERIOR EXP. JOINTS UNLESSOTHERWISE NOTED

MEMBRANE ROOFCONSTRUCTION, SEEROOF PLANRIGID INSULATIONMTL. DECK - SEE STR.DWGS. FOR ADD'L. INFO.

FILL ALL VOIDS IN DECK W/PREMOLDED CLOSURE (TYP.)

5/8" G.W.B. SECURED TO MTL FURRINGANCHORED TO DECK ABOVE ANDBENT PLATE BELOW (TYP.)

1 1/2" SOUND ATTENUATION BLANKETFULL HEIGHT (TYP.)

STL. JOIST CONSTRUCTIONSEE STRUCTURAL DWGS. FORADD'L. INFO.

BENT STEEL PLATES SECUREDTO BOTTOM OF JOIST - SEE STR.DWGS. FOR ADD'L. INFO.C.M.U. PARTITION BELOWSEE FLOOR PLANS FOR SIZES

VARIES

SECTION

4'-0"

4'-0"

MAX

.

FIN. FLR.

FIRE EXTINGUISHER CABINET(FULLY-RECESSED) (TYP)

4" RUBBERBASE

CL

CMU WALL BELOW. SEE FLOOR PLANS FORSIZES

FILL ALL VOIDS N DECK SOLID W/PREMOLDED CLOSURE (TYP)

MTL. DECK. SEE STRUCT. DWG'S. FOR ADD'L.INFO.

STEEL J-RUNNER

1" GYPSUM LINER PANELS

C-H STUDS AT 24" O.C.

58" FIRECODE GYPSUM PANEL

SEALANT (TYP)

BASED ON USG SHAFT WALLSYSTEMS FOR CEILINGS

55 8" M

IN1-HOUR RATED CMU WALLS SHALL BE CONSTRUCTED SAME AS 2-HOUR RATED CMU WALLS (TYPICAL)

Florida Rock Industries, Inc.

*Bearing the UL Classification Marking

Anchor Concrete Products, Inc. Classification D-2 (2 hr)

Empire Materials Co.

1. Concrete Blocks*- Nominal 6 by 8 in., hollow or solid. See Concrete Blocks category for list of eligible manufacturers.

*Bearing the UL Classification Marking

and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.

2. Mortar- Blocks laid in full bed of mortar, nom 3/8 in. thick, of not less than 2-1/4 and not

1. Concrete Blocks*- Various Designs. Classifications D-2 (2hr).

more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume)

Nonbearing Wall Rating - 2 HR Bearing Wall Rating - 2 HR Design No. U906

75 8" M

IN

Horizontal Section

Design No. U905

Nonbearing Wall Rating - 2 HR Bearing Wall Rating - 2 HR

2. Mortar- Blocks laid in full bed of mortar, nom 3/8 in. thick, of not less than 2-1/4 and not morethan 3 1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and notmore than 50 percent hydrated lime (by cement volume). Vertical joints staggered.

SECTION ELEVATIONSECTION ELEVATION

CMU RATED PARTITION-TIGHTTO UNDERSIDE OF ROOF DECKOR FLOOR DECK (TYP)

FILL ALL VOIDS AROUNDJOIST W/ SAFING INSULATION(TYP)

STEEL JOIST - SEE STRUCT.DWGS.(TYP)

FILL ALL VOIDS IN DECK WITHSAFING INSULATION (TYP)

METAL FLOOR OR ROOF DECK

CMU RATED PARTITION-TIGHTTO UNDERSIDE OF ROOF DECKOR FLOOR DECK (TYP)

FILL ALL VOIDS AROUNDJOIST W/ SAFING INSULATION(TYP)

STEEL BEAM - SEE STRUCT.DWGS.(TYP)

FILL ALL VOIDS IN DECK WITHSAFING INSULATION (TYP)

METAL FLOOR OR ROOF DECK

CIRCULAR BLANKOPENINGS

TYPE OF PENETRATECONCRETE OR BLOCK WALLS

FIRE-RATED PENETRATION CHART

FIRE RATING1

UL CLASSIFIED SYSTEM

23123

CAJ 0055, CAJ 0070CAJ 0055, CAJ 0070CAJ 0055CAJ 1226, WJ 1021CAJ 1226, WJ 1021CAJ 1226, WJ 1041, WJ 1042

SINGLE METAL PIPES ORCONDUIT

123

CAJ 2109, CAJ 2098, CAJ 2167CAJ 2109, CAJ 2098, CAJ 2167CAJ 2109, CAJ 2098

SINGLE NON-METALLICPIPE OR CONDUIT (I.E.PVC, CPVC, ABS, FRP,ENT)

123

WJ 3036, CAJ 3095, CAJ 3096WJ 3036, CAJ 3095, CAJ 3096CAJ 3095, CAJ 3096

SINGLE OR BUNDLEDCABLES

123

WJ 4016, CAJ 4034, CAJ 4035WJ 4016, CAJ 4034, CAJ 4035CAJ 4034, CAJ 4035

CABLE TRAY

123

CAJ 5090, CAJ 5091, CAJ 5061CAJ 5090, CAJ 5091, CAJ 5061CAJ 5090, CAJ 5061

SINGLE INSULATED PIPES

123

CAJ 6006, CAJ 6017CAJ 6006, CAJ 6017CAJ 6006, CAJ 6017

ELECTRICAL BUSWAY

123

CAJ 7046, CAJ 7051, WJ 7021, WJ 7022CAJ 7046, CAJ 7051, WJ 7021, WJ 7022CAJ 7046, CAJ 7051

NON-INSULATEDMECHANICALDUCTWORK WITHOUTDAMPERS

123

CAJ 8041, CAJ 8056, WJ 8007CAJ 8041, CAJ 8056, WJ 8007CAJ 8041, CAJ 8056, WJ 8007

MIXED PENETRANTS

CIRCULAR BLANKOPENINGS

TYPE OF PENETRANTCONCRETE FLOORS

FIRE RATING1

UL CLASSIFIED SYSTEM

23123

FA 0006, CAJ 0055, CAJ 0070FA 0006, CAJ 0055, CAJ 0070FA 0006, CAJ 0055CAJ 1226, FA 1017CAJ 1226, FA 1017CAJ 1226, FA 1017

SINGLE METAL PIPES ORCONDUIT

123

FA 2053, FA 2025, CAJ 2109, CAJ 2098, CAJ 2141, CAJ 2167, CBJ 2021FA 2053, FA 2025, CAJ 2109, CAJ 2098, CAJ 2141, CAJ 2167, CBJ 2021FA 2054, CAJ 2109, CAJ 2098

SINGLE NON-METALLICPIPE OR CONDUIT (I.E.PVC, CPVC, ABS, FRP,ENT)

123

FA 3007, CAJ 3095, CAJ 3096FA 3007, CAJ 3095, CAJ 3096FA 3007, CAJ 3095, CAJ 3096


123


CABLE TRAY

123

FA 5015, FA 5016, CAJ 5090, CAJ 5091, CAJ 5098FA 5015, FA 5016, CAJ 5090, CAJ 5091, CAJ 5098FA 5016, CAJ 5090

SINGLE INSULATED PIPES

123


ELECTRICAL BUSWAY

123



123


MIXED PENETRANTS

TYPE OF PENETRANTGYPSUM WALLBOARD ASSEMBLIES

FIRE RATING UL CLASSIFIED SYSTEMWL 1054, WL 1058, WL 1164WL 1054, WL 1058, WL 1164

WL 2078, WL 2075, WL 2128WL 2078, WL 2075, WL 2128

WL 3065, WL 3111, WL 3112WL 3065, WL 3111, WL 3112

WL 4011, WL 4019WL 4011, WL 4019

WL 5028, WL 5029, WL 5047WL 5028, WL 5029, WL 5047

WL 7017, WL 7040, WL 7042WL 7040, WL 7042

WL 1095, WL 8013WL 1095, WL 8013

METAL PIPES OR CONDUIT

NON-METALLIC PIPES ORCONDUIT


CABLE TRAY

INSULATED PIPES


MIXED PENETRANTS

12

12

12

12

12

12

12

1TYPICAL CONTROL JOINT (CJ)AT FIRE-RATED INTERIOR CMU WALL1-1/2" = 1'-0" 2

TYPICAL CONTROL JOINT (CJ)AT INTERIOR CMU WALL1-1/2" = 1'-0" 3

TYPICAL CONTROL JOINT (CJ)AT EXTERIOR WALL1-1/2" = 1'-0" 5

FIRE EXTINGUISHER DETAIL TYPE FE-11" = 1'-0" 6

TYPICAL CLOSURE DETAIL AT STEEL JOIST &CMU PARTITION CONSTRUCTIONN.T.S.

7TYPICAL RATED CONSTRUCTION8" CONCRETE MASONRY UNITSN.T.S. 9

TYPICAL CLOSURE DETAIL AT METALDECK & 1-HR FIRE BARRIER ASSEMBLY3/4" = 1'-0" 11

1-HR RATED CEILING SYSTEM1 1/2" = 1'-0"

12U.L. ASSEMBLIES AT CONCRETE ORBLOCK WALL PENETRATIONSN.T.S. 13

U.L. ASSEMBLIES AT CONCRETE FLOOR PENETRATIONSN.T.S. 14

U.L. ASSEMBLIES AT GYPSUMWALL BOARD PENETRATIONSN.T.S.

J.S

AS NOTED

TYPICAL DETAILS

G003

4TYPICAL EXPANSION JOINT (EJ) ATEXTERIOR AND iNTERIOR WALLS & PARTITIONS1-1/2" = 1'-0"


Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

6.19.2020

Arch

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F V

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6/19/20

ADDITION TOGARFIELD PARKACADEMYSCHOOL8

TYPICAL RATED CONSTRUCTION6" CONCRETE MASONRY UNITSN.T.S. 10

TYPICAL CLOSURE DETAIL AT 1-HR FIRE BARRIER ASSEMBLY3/4" = 1'-0"

AutoCAD SHX TextEJ

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text1

CMU FOUNDATION WALL - SEE STRUCT. DWGS.

SPRAY APPLIED AIR/VAPOR BARRIER

2-1/2" RIGID INSULATION

FILL CAVITY BELOW FLASHING SOLID W/ CEMENT MORTAR

CONT. COPPER FABRIC THRU-WALL FLASHING SET INMASTIC


MORTAR NET

GRADE - SEE CIVIL DWGS.

CONT. S.S. FLASHING DRIP - 1/2"MAX.

WEEP HOLES - 24" O.C.

4" MASONRY VENEER

FILL CMU CORES SOLID WITH CEMENT MORTAR

PERIMETER RIGID INSULATION (R-8 MIN.) EXTENDFROM 24" DEEP MIN. BELOW GRADE TOUNDERSIDE OF FLOOR SLAB

POROUS FILL

VAPOR BARRIER

4" CONCRETE SLAB W/ W.W.F. - SEESTRUCT. DWGS.

1/2" PRE-MOLDED JOINT FILLER

CMU BACKUP WALL

MAX. DEPTH 1/3 THICKNESS OF CMU BACKUP WALL

CONT. SELF-ADHERED S.S. THRU-WALL FLASHING W/HEMMED DRIP EDGE & TURNED-UP LEG

BRICK SHELF - 6" MIN. BELOW GRADE



MORTAR NET

2-1/2" RIGID INSULATION IN BEAM WEB SPACE

STEEL BEAM & PLATE LINTEL - SEE STRUCT.DWGS.

CONT. SELF-ADHERED S.S. THRU-WALL FLASHINGW/ HEMMED DRIP & TURNED-UPLEGCONT. MEMBRANE THRU-WALL FLASHING



CMU BACKUP WALL

MAX. DEPTH 1/3 THICKNESS OF CMU BACKUP WALL

PRE-FORMED END DAM

4" MASONRY VENEER

CONT. MEMBRANE THRU-WALLFLASHING

DOOR / WINDOW / LOUVER FRAME

CONT. S.S. THRU-WALLFLASHING W/ HEMMED DRIP &TURNED-UP LEG

EXTEND SPRAY APPLIED AIR/VAPOR BARRIERCONTINUOUSLY TO POINT BEYONDINTERSECTION W/ ROOFING MEMBRANE TOFORM CONTINUOUS UNINTERRUPTED BARRIER(TYP)

SPRAYED APPLIED AIR/VAPORBARRIER / INSULATION ADHESIVE(TYPICAL)

CMU BACKUP (TYP.)

4" MASONRY VENEER (TYP)

2-1/2" RIGID CAVITY INSULATION

HORIZONTAL REINFORCING AT 16"O.C. (TYP)

MAINTAIN MINIMUM 1" CLEARCAVITY BETWEEN BRICK &BACKUP

FILL CMU COURSE SOLID WITHCEMENT MORTAR (TYP.)

ROOF EDGE CONDITION AT EXTERIORWALLS VARY. REFER TO WALL SECTIONSFOR SPECIFIC DETAILS

ROOFING SYSTEM - SEEROOF PLAN

ADJ. MASONRY ANCHORS @32" O.C. (TYP.)

STL. JOIST (TYP.)

STL. BEAM (TYP.)

ADJ. MASONRY ANCHORS @32" O.C. (TYP.)

CMU BACKUP (TYP.)

SPRAYED APPLIED AIR/VAPOR BARRIER (TYP)

MAX. DEPTH OF 1/3 THICKNESS OF CMU BACKUPWALL

2-1/2" RIGID CAVITY INSULATION (TYP.)

4" MASONRY VENEER (TYP.)HORIZONTAL REINF. @ 16" O.C. (TYP.)

MORTAR SCREEN IN CAVITY (TYP.)

MECHANICALLY KEYED METAL FLASHING (TYP.)

WEEP HOLES - 2'-0" O.C. - DIRECTLY ABOVEFLASHING (TYP.)

METAL COUNTERFLASHING (TYP.)

BASE FLASHING NAILED OFF @ 8" MAX. OR INACCORDANCE WITH ROOFING MANUF.RECOMMENDATIONS

BONDING ADHESIVE

MEMBRANE FLASHING - SEE ROOFING DETAILSFOR BASE FLASHING

CMU BACKUP (TYP)

FINISH GRADE VARIES

FILL CAVITY BELOW FLASHING WITH MORTAR(TYP)

CONTINUOUS STAINLESS STEEL THRU-WALLFLASHING W/ DRIP. TURN LEG UP MINIMUM 1"INSIDE CAVITY (TYP)

WEEP HOLES 2'-0" O.C REST DIRECTLY ONFLASHING (TYP)

4" MASONRY VENEER (TYP)

2-1/2" RIGID CAVITY INSULATION (TYP)

HORIZONTAL REINFORCING AT 16" O.C.VERTICALLY (TYP)

MORTAR SCREEN IN CAVITY (TYP)

EXTEND FLASHING INTO CMU MINIMUM 1/3DEPTH OF CMU (TYP)

SPRAY APPLIED AIR/VAPOR BARRIER (TYP)

BRICK SHELF MINIMUM 6" BELOW FINISHGRADE

FILL CMU COURSE SOLID W/ CEMENTMORTAR (TYP)

4" CONCRETE SLAB W/ W.W.F. -SEESTRUCTURAL DRAWINGS

VAPOR BARRIER (TYP)

POROUS FILL (TYP)

PERIMETER RIGID INSULATION (R-8 MIN.)EXTEND FROM 24" DEEP MINIMUM BELOWGRADE TO UNDERSIDE OF FLOOR SLAB (TYP)

COMPRESSIBLE BACK-UP MATERIAL (TYP)

CONTINUOUS COPPER FABRIC THRU-WALLFLASHING-EXTEND TO FACE OF MASONRYVENEER (TYP)



CONT. S.S. FLASHING DRIP -12" MAX.

GRADE - SEE CIVIL DWGS.

CONT. COPPER FABRIC THRU-WALL FLASHING SET INMASTIC - WRAP OVER END DAM

PRE-FORMED END DAM

CONC. PAD AT DOOR

4" MASONRY VENEER

ALUM. DOOR FRAME

INSULATED JAMB BLOCK

FILL CMU CORES SOLID WITHCEMENT MORTAR

PERIMETER RIGID INSULATION (R-8MIN.) EXTEND FROM 24" DEEP MIN.BELOW GRADE TO UNDERSIDE OFFLOOR SLAB

4" CONCRETE SLAB W/ W.W.F. - SEESTRUCT. DWGS. - ON VAPORBARRIER ON POROUS FILL

12" PRE-MOLDED JOINT FILLER

CMU BACKUP WALL

MAX. DEPTH 1/3 THICKNESS OF CMUBACKUP WALL

CONT. SELF-ADHERED S.S. THRU-WALLFLASHING W/ HEMMED DRIP &TURNED-UP LEG

BRICK SHELF - 6" MIN. BELOW GRADE

DOOR SADDLE




CONT. COPPER FABRIC THRU-WALL FLASHING SET INMASTIC - WRAP OVER END DAM

PRE-FORMED END DAM

4" MASONRY VENEER

FILL CMU CORES SOLID WITHCEMENT MORTAR

PERIMETER RIGID INSULATION (R-8MIN.) EXTEND FROM 24" DEEP MIN.BELOW GRADE TO UNDERSIDE OFFLOOR SLAB

4" CONCRETE SLAB W/ W.W.F. - SEESTRUCT. DWGS. - ON VAPORBARRIER ON POROUS FILL

12" PRE-MOLDED JOINT FILLER

INSULATED JAMB BLOCK

MAX. DEPTH 1/3 THICKNESS OF CMUBACKUP WALL

SPRAY APPLIED AIR/VAPOR BARRIER/ INSULATION ADHESIVE


WINDOW ASSEMBLY

WEEP HOLES - 24" O.C. MIN

SEE TYPICAL THRU-WALL FLASHING DETAIL ATGRADE THIS DWG (TYP)

GENERAL NOTE: (2) WEEP HOLES TO BE BUILT INTO BRICK AT ALLCOLUMN OCCURANCES. (TYP.)

STEEL COLUMN (TYP.)

TERMINATION BAR FASTENED 6" O.C. W/ WATERBLOCK BEHIND MEMBRANE (TYP.)

SEALANT UNDERNEATH COPPER FABRIC FLASHING

.018" THICK SST MECHANICALLY KEYED THRU-WALL FLASHING W/BUILT-IN RECEIVER & REMOVABLE COUNTERFLASHING INSERT LAPPED3" MIN.

C.M.U. BACK-UP (TYP.)

2-1/2" RIGID INSULATION - CONT. FULL HEIGHT & WIDTHOF WALL - NOT SHOWN ABOVE FLASHING IN THISDETAIL FOR CLARITY (TYP.)EXTERIOR BRICK VENEER OR C.M.U. (TYP.)

MEMBRANE BASE FLASHING (TYP.)

EXTEND COPPER FABRIC FLASHING THROUGH BRICKAND CUT FLUSH @ EXTERIOR OF BRICK (TYP.)

COPPER FABRIC FLASHING SET IN MASTIC OVER KEYEDFLASHING AND COLUMN (TYP.)

CONTINUOUS BEAD OF SEALANT @ TOP OF COPPERFABRIC FLASHING (TYP.)

1'-4"

STEEL COLUMN (TYP.)

TERMINATION BAR FASTENED 6" O.C. W/ WATER BLOCKBEHIND MEMBRANE (TYP.)

SEALANT UNDERNEATH COPPER FABRIC FLASHING

.018" THICK SST MECHANICALLY KEYED THRU-WALLFLASHING W/ BUILT-IN RECEIVER & REMOVABLECOUNTERFLASHING INSERT LAPPED 3" MIN.

C.M.U. BACK-UP (TYP.)

2-1/2" RIGID INSULATION - CONT. FULL HEIGHT &WIDTH OF WALL - NOT SHOWN ABOVE FLASHINGIN THIS DETAIL FOR CLARITY (TYP.)

EXTERIOR BRICK VENEER OR C.M.U. (TYP.)

MEMBRANE BASE FLASHING (TYP.)

PROVIDE PREFORMED INSIDE & OUTSIDE CORNERS - SSTMECHANICALLY KEYED THRU-WALL FLASHING W/ BUILT-IN RECEIVER& REMOVABLE COUNTERFLASHING INSERT (TYP)

GENERAL NOTE: FILL ALL BELOW GRADE CMUSOLID W/ CEMENT MORTAR (TYP)

1 TYPICAL TOP OF CAVITYWALL DETAIL 3"=1'-0" 4TYPICAL THRU-WALL FLASHING DETAIL AT STEEL BEAM & LINTEL3/4"=1'-0"

5 TYPICAL THRU-WALL FLASHING AT GRADE3/4"=1'-0"

6 TYPICAL WALL BASE FLASHING END DAM DETAIL AT EXTERIOR DOOR OPENING3/4"=1'-0" 7TYPICAL WALL BASE FLASHING END DAM DETAIL AT WINDOW3/4"=1'-0"

8 ISOMETIRC CUT AWAY AT COLUMN (RISING WALL CONDITION)1-1/2"=1'-0" 9ISOMETIRC CUT AWAY AT COLUMN (RISING WALL CONDITION)1-1/2"=1'-0"

2 TYPICAL THRU-WALL & CAP FLASHING DETAIL AT RISING WALL3"=1'-0"

3 TYPICAL THRU-WALL FLASHING DETAIL AT GRADE3"=1'-0"

J.S

AS NOTED

TYPICAL DETAILS

G004


Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

6.19.2020

Arch

ite

ct

D

ate

F V

H D

P C

. C

O M

JOHN

J. V

EISZ,

AIA,

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ANJ

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PA

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1081

9B

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AI01

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Corpo

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Drawing Number

JJV


6/19/20


CONCRETE WALKWAY

TO BE REMOVED

(TYP.)

ASPHALT

TO BE REMOVED

(TYP.)

CONTRACTOR TO

REMOVE LIGHT POLE

UNDERGROUND UTILITY

FOR SOLAR PANEL

TO BE REMOVED WITH LIGHT POLE

EXISTING SANITARY SEWER

TO BE EXTENDED

WITHIN THE BUIDLING

SEE PLUMBING PLAN

SEAL:

CERTIFICATE OF AUTHORIZATIONNo. 24GA28009600

Environmental ● Geotechnical ● CivilStructural ● Mechanical ● Electrical

WHITMAN7 PLEASANT HILL ROAD

CRANBURY, NJ 08512TEL: (732) 390-5858FAX: (732) 390-9496 Revisions

No. Date Description

Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

06.19.201 FOR BID

06.19.2020

Arch

ite

ct

D

ate

F V

H D

P C

. C

O M

JOHN

J. V

EISZ,

AIA,

CSB

ANJ

- 21

AI00

8669

00 |

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- RA0

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Corpo

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Drawing Number



AS NOTED

KEY PLAN

AREA OF WORK

HATCHED AREA NOT IN SCOPE OF WORK

OFFIC

E17000000

108

W:\2

01

9\1

9-0

6-2

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IV

IL

MICHAEL W. WELLET, P.E.

NEW JERSEY PROFESSIONAL ENGINEER

LIC. NO. 24GE04349300

DEMOLITION NOTES:

1. IN ACCORDANCE WITH NEW JERSEY STATE LAW, THE CONTRACTOR SHALL CONTACT NEW JERSEY'S ONE CALL SYSTEM FOR A MARKOUT OF ALL

UNDERGROUND UTILITIES 72 HOURS PRIOR TO COMMENCEMENT OF SITE CLEARING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL

PERMITS AND FEES. IN ADDITION, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN THE SERVICES OF A PRIVATE UTILITY LOCATION FIRM TO

LOCATE AND MARKOUT/VERIFY ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION.

2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION PRIOR TO DEMOLITION. THE CONTRACTOR SHALL

PROVIDE SUCH PROTECTIVE MEASURES AS REQUIRED BY OSHA AND ANY AGENCY HAVING JURISDICTION, SUCH AS, BUT NOT LIMITED TO, SAFETY

AND SECURITY MEASURES, SHEETING, SHORING BRACING, PERIMETER FENCING AND RAIL GUARDS, ROADWAY SAFETY SIGNAGE TO PROTECT

AND PREVENT UNDERMINING OF EXISTING STRUCTURES TO REMAIN, AND PREVENT DAMAGE TO EXISTING STREETS, CURBS, UTILITIES, ETC., AS

WELL AS PROTECT THE GENERAL PUBLIC.

4. CONDUCT ALL DEMOLITION ACTIVITIES IN A MANNER THAT WILL PREVENT DAMAGE TO ADJACENT STRUCTURES AND BUILDINGS AND PERSONAL

INJURY TO OTHERS.

5. NO BLASTING OR USE OF EXPLOSIVES IS PERMITTED.

6. CONDUCT ALL DEMOLITION ACTIVITIES IN MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT

FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, DRIVEWAYS, WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN

PERMISSION FROM THE OWNER AND APPLICABLE LOCAL AUTHORITIES.

7. USE SPRINKLING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT FROM

SCATTERING INTO THE AIR. CLEAN ADJACENT STRUCTURES OF DUST AND DEBRIS CAUSED BY THE DEMOLITION ACTIVITIES.

8. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED

TO THE PROJECT ENGINEER IN WRITING.

9. ALL DEMOLITION DEBRIS IS REQUIRED TO BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

10. THE ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS OF THE SITE DEMOLITION.

11. ALL SOIL EROSION, SEDIMENT CONTROL SHALL BE IN PLACE PRIOR TO ANY MAJOR SITE DISTURBANCE. CONTRACTOR SHALL NOTIFY THE SOIL

CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF ANY SOIL DISTURBANCE OR EXCAVATION ACTIVITY. COPY OF NOTIFICATION IN WRITING TO

BE SENT TO THE OWNER AND ENGINEER.

12. ALL PEDESTRIAN AND VEHICULAR AREAS SURROUNDING THE SITE SHALL BE MAINTAINED DURING DEMOLITION ACTIVITIES.

13. ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE REPLACED BY THE CONTRACTOR

AT NO COST TO THE OWNER. THESE SHALL INCLUDE BUT NOT BE LIMITED TO SIDEWALKS, CURB, LANDSCAPING, LAWN AREAS TREES, FENCES,

ROADS, ETC.

14. OWNER, CONTRACTOR, ENGINEER, ARCHITECT, AND ANY OTHER PARTIES ASSOCIATED WITH THE CONSTRUCTION OF THE PROJECT SHALL

ATTEND A PRE-CONSTRUCTION CONFERENCE.

15. DOCUMENTATION REGARDING THE CONDITION OF THE EXISTING PARKING AREA AND DRIVEWAY AND LANDSCAPING SHALL BE PROVIDED BY THE

CONTRACTOR.

16. THE BEGINNING OF DEMOLITION MEANS THE CONTRACTOR ACCEPTS THE EXISTING CONDITIONS.

17. THE CONTRACTOR MUST APPLY FOR AND OBTAIN LOCAL CONSTRUCTION PERMITS FROM THE TOWNSHIP.

18. CONTRACTOR TO CAP SANITARY SEWER LATERAL AND WATER SERVICE CONNECTION AT THE PROPERTY LINE. UTILITIES ON-SITE TO BE

REMOVED IN STRICT ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

19. CONTRACTOR TO MAINTAIN PEDESTRIAN AREAS TO PUBLIC SIDEWALKS DURING DEMOLITION AND CONSTRUCTION AT ALL TIMES. TEMPORARY

SIDEWALK CLOSURES MUST BE COORDINATED WITH THE BOROUGH ENGINEER AND EMERGENCY RESPONDERS. A PLAN TO DIVERT PEDESTRIAN

TRAFFIC MUST BE APPROVED PRIOR TO WORK ON PUBLIC SIDEWALKS.

20. IN THE EVENT TRAFFIC IS TO BE DIVERTED FOR ANY REASON, THE CONTRACTOR SHALL PREPARE A TRAFFIC DIVERSION PLAN WHICH SHALL BE

APPROVED BY THE BOROUGH ENGINEER AND EMERGENCY RESPONDERS.

DEMOLITION PLAN

DEMOLITION PLAN

C100

STOP

K.S.

L.M.

AutoCAD SHX TextCONC. CURB

AutoCAD SHX TextCONC. WALK





AutoCAD SHX TextE.O.P.









AutoCAD SHX Text6' C.L.F.



AutoCAD SHX TextFF:43.73

AutoCAD SHX TextDOUBLE DOOR (TYP.)





AutoCAD SHX Text DOOR (TYP.)

AutoCAD SHX Text1 STORY BRICK MASONRY BUILDING "GARFIELD PARK ACADEMY" BLDG. HT.=11.0'±

AutoCAD SHX TextCONC. STEP W/HANDRAIL


AutoCAD SHX TextHANDRAIL


AutoCAD SHX TextSIGN "NO PARKING"

AutoCAD SHX TextBASKETBALL NET



AutoCAD SHX TextT10

AutoCAD SHX TextT15

AutoCAD SHX TextT15


AutoCAD SHX TextCONC. PAD

AutoCAD SHX TextD

AutoCAD SHX TextDMH RIM=43.24

AutoCAD SHX TextINV(A)=35.1 INV(B)=35.1 INV(C)=35.0

AutoCAD SHX TextW

AutoCAD SHX TextWMH RIM=43.28

AutoCAD SHX TextCB GRT=41.74

AutoCAD SHX TextINV=38.6

AutoCAD SHX TextC/O

AutoCAD SHX TextELEC. BOX

AutoCAD SHX TextUP/LP #8691 W/SOLAR PANEL



AutoCAD SHX TextC/O

AutoCAD SHX TextRD

AutoCAD SHX TextRD

AutoCAD SHX TextRD

AutoCAD SHX TextRD

AutoCAD SHX TextRD


AutoCAD SHX TextINV(A)=37.3 INV(B)3" WEIR=36.9


AutoCAD SHX TextINV(A)=37.1 INV(B)3" WEIR=36.9 INV(C)=36.8

AutoCAD SHX TextCB TC=39.13 GRT=38.43


AutoCAD SHX Text15" RCP




AutoCAD SHX Text45" HDPEP

AutoCAD SHX Text3" WEIR

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextGRASS AREA


AutoCAD SHX TextASPHALT PAVEMENT/ BASKETBALL COURTS



AutoCAD SHX TextASPHALT PAVEMENT

AutoCAD SHX TextPLAYGROUND/MULCH AREA












AutoCAD SHX TextASPHALT WALK



AutoCAD SHX TextG 41.94





AutoCAD SHX Text45.09










































































































































































































AutoCAD SHX TextTC 42.38





AutoCAD SHX TextTBM-A

AutoCAD SHX TextA

AutoCAD SHX TextFROM U.G. BASIN

AutoCAD SHX TextE.O.I.





AutoCAD SHX TextNOTE: NO STRUCTURES WERE OBSERVED WITHIN THE UTILITY SURVEY PORTION OTHER THAN THOSE SHOWN HEREON

AutoCAD SHX TextEAVE

AutoCAD SHX TextINACCESSIBLE (BLOCKAGE)

AutoCAD SHX TextINACCESSIBLE (UTO)

AutoCAD SHX TextFIN TUBE


AutoCAD SHX TextNJSPCS NAVD83

AutoCAD SHX Text20

AutoCAD SHX Text0

AutoCAD SHX Text1 INCH = 20 FT.

AutoCAD SHX Text60

AutoCAD SHX Text40

AutoCAD SHX Text20

AutoCAD SHX Text10

AutoCAD SHX Text( IN FEET )

AutoCAD SHX TextGRAPHIC SCALE

AutoCAD SHX TextBEFORE YOU DIG CALL 800-272-1000

PROPOSED

CONCRETE

WALKWAY

(TYP.)

MEET EXISTING

ASPHALT

MEET EXISTING

CONCRETE

PROPOSED

E.O.P.

MEET EXISTING

ASPHALT

PROPOSED 5' X 5'

CONCRETE PAD

5'

7'

PROPOSED ADDITION

ALTERNATE BID

12.00'

20.00'

PROPOSED 7' X 7'

CONCRETE PAD

R20.0

7.7'

PROPOSED

CONCRETE

WALKWAY

(TYP.)

MEET EXISTING

ASPHALT

PROPOSED

ADDITION

BASE BID

MEET EXISTING

CONCRETE

PROPOSED

E.O.P.

MEET EXISTING

ASPHALT

PROPOSED 5' X 5'

CONCRETE PAD

PROPOSED 7' X 7

CONCRETE PAD

5'

7'

12.00'

20.00

R20.0

7.7'

SEAL:






Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

06.19.201 FOR BID

06.19.2020

Arch

ite

ct

D

ate

F V

H D

P C

. C

O M

JOHN

J. V

EISZ,

AIA,

CSB

ANJ

- 21

AI00

8669

00 |

PA

- RA0

1081

9B

WILL

IAM

D. H

OPK

INS I

II, AI

A, LE

ED A

PNJ

- 21

AI01

7060

00 |

PA

- RA0

1252

0X

GEO

RGE

R. D

UTHI

E JR

., AI

A, P

PNJ

- 21

AI01

2992

00


Corpo

rate:

1515 Lo

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d - Tren

ton - N

ew Je

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628Pe

nnsylv

ania:

140 W

hitaker

Ave - M

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lare - Pe

nnsylv

ania 1

9453

Drawing Number



AS NOTED

KEY PLAN

AREA OF WORK


OFFIC

E17000000

108

W:\2

01

9\1

9-0

6-2

1T

F

VH

D - G

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LIC. NO. 24GE04349300

SITE PLAN-BASE BID

SITE PLAN

C101

SITE PLAN-ALTERNATE BID

STOP

K.S.

L.M.


























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AutoCAD SHX TextGENERAL NOTES: 1. THE SUBJECT PROPERTY IS KNOWN AS BLOCK xx, LOT XX SHOWN ON TAX MAP SHEET NUMBER X OF THE TOWNSHIP OF BURLINGTON TAX MAP. THE SUBJECT PROPERTY IS KNOWN AS BLOCK xx, LOT XX SHOWN ON TAX MAP SHEET NUMBER X OF THE TOWNSHIP OF BURLINGTON TAX MAP. 2. LOCATION AND TOPO INFORMATION SHOWN WAS TAKEN FROM A PLAN ENTITLED `", DATED XXXX XX, XXXX. LOCATION AND TOPO INFORMATION SHOWN WAS TAKEN FROM A PLAN ENTITLED `", DATED XXXX XX, XXXX. 3. ELEVATION DATUM IS NAVD 1988 PER REFERENCED SURVEY IN NOTE #2 ABOVE. ELEVATION DATUM IS NAVD 1988 PER REFERENCED SURVEY IN NOTE #2 ABOVE. 4. NO DETERMINATION AS TO THE ABSENCE OR PRESENCE OF WETLANDS OR HISTORIC STRUCTURES HAS BEEN MADE BY WHITMAN. NO DETERMINATION AS TO THE ABSENCE OR PRESENCE OF WETLANDS OR HISTORIC STRUCTURES HAS BEEN MADE BY WHITMAN. 5. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE FOR CONSTRUCTION ACTIVITIES. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE FOR CONSTRUCTION ACTIVITIES. 6. ALL ITEMS SHOWN HEREIN ARE EXISTING AND TO REMAIN UNLESS OTHERWISE NOTED. COORDINATE WITH DEMOLITION PLAN. ALL ITEMS SHOWN HEREIN ARE EXISTING AND TO REMAIN UNLESS OTHERWISE NOTED. COORDINATE WITH DEMOLITION PLAN. 7. ALL ELECTRIC, TELEPHONE, AND CABLE TELEVISION SERVICES ARE TO BE INSTALLED UNDERGROUND. ALL ELECTRIC, TELEPHONE, AND CABLE TELEVISION SERVICES ARE TO BE INSTALLED UNDERGROUND. 8. IN ACCORDANCE WITH NEW JERSEY STATE LAW, THE CONTRACTOR SHALL CONTACT NEW JERSEY'S ONE CALL SYSTEM FOR A MARKOUT OF ALL IN ACCORDANCE WITH NEW JERSEY STATE LAW, THE CONTRACTOR SHALL CONTACT NEW JERSEY'S ONE CALL SYSTEM FOR A MARKOUT OF ALL UNDERGROUND UTILITIES 72 HOURS PRIOR TO COMMENCEMENT OF SITE CLEARING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL PERMITS AND FEES. IN ADDITION, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN THE SERVICES OF A PRIVATE UTILITY LOCATION FIRM TO LOCATE AND MARKOUT/VERIFY ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION. CONTRACTOR SHALL ALSO NOTIFY LOCAL PROVIDERS TO MARK OUT THEIR RESPECTIVE UTILITIES. CONTRACTOR TO CONFIRM THE HORIZONTAL LOCATION AND VERTICAL ELEVATION OF UTILITIES BEING CROSSED OR CONNECTED INTO PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE INFORMED IN WRITING OF ANY DISCREPANCIES OR CLEARANCE ISSUES PRIOR TO PROCEEDING WITH CONSTRUCTION. 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: CURRENT PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. CURRENT PREVAILING UTILITY COMPANY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 10. IN CASE OF DISCREPANCIES BETWEEN SITE PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER AND ARCHITECT OF RECORD IN CASE OF DISCREPANCIES BETWEEN SITE PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER AND ARCHITECT OF RECORD OF ANY CONFLICT. 11. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER, ARCHITECT OR ENGINEER (WHITMAN) IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. ENGINEER RESERVES THE RIGHT TO CORRECT THESE DRAWINGS. 12. ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE REPLACED BY THE CONTRACTOR AT ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. THESE SHALL INCLUDE BUT NOT BE LIMITED TO SIDEWALKS, CURB, CONCRETE PADS, WALLS, LANDSCAPING, LAWN AREAS, TREES, FENCES, ETC. 13. ALL NON-HARD SURFACE AREAS TO BE TOPSOILED AND SEEDED PER THE NOTES AND DETAILS FOUND IN THE SOIL EROSION AND SEDIMENT ALL NON-HARD SURFACE AREAS TO BE TOPSOILED AND SEEDED PER THE NOTES AND DETAILS FOUND IN THE SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 14. CURBS AND SIDEWALKS SHALL BE REPLACED WHERE DEEMED NECESSARY BY THE DEPARTMENT OF ENGINEERING. ALL WORK SHALL CONFORM TO CURBS AND SIDEWALKS SHALL BE REPLACED WHERE DEEMED NECESSARY BY THE DEPARTMENT OF ENGINEERING. ALL WORK SHALL CONFORM TO CITY STANDARDS. 15. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE DEPARTMENT OF ENGINEERING PRIOR TO THE COMMENCEMENT OF A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE DEPARTMENT OF ENGINEERING PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITE. 16. ALL EXISTING STREET TREES SHALL REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION.ALL EXISTING STREET TREES SHALL REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION.


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Project Name

Project Owner Name

Project Location

Project Number

Project Date

Checked By

Drawn By

Drawing Name

Scale

5148

06.19.201 FOR BID

06.19.2020

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LIC. NO. 24GE04349300

GRADING PLAN - BASE BID

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