JULY 21, 2017HUNT NO. 2940-002

COVERG1.1 SYMBOLS AND ABBREVIATIONS

SITEL1.1 OIL-WATER SEPARATOR PLAN AND DETAILS

ARCHITECTURALA0.1 FIR ST FLOOR DEMOLITION PLANA1.2 EXTERIOR ELEVATIONS, DOOR & WINDOW SCHEDULES

MECHANICALH1.1 BUS WASH MECHANICAL PLANS

PLUMBINGP0.1 FLOOR DEMOLITION PLANP1.1 PARTIAL FLOOR PLANS, SCHEMATICS & SCHEDULE

ELECTRICALE1.0 ELECTRICAL PLAN

LOCATION MAP

A

A/C

AB

ABV

AC

ACT

AD

ADD

ADH

ADJ

AESS

AGG

AHU

AL

ALIGN

ALLOW

ALT

AMP

ANC

ANOD

APPROX

ARCH

ASB

ASBC

ASPH

AUX

AVG

AWG

BCU

BCJ

BD

BEJ

BEL

BEV

BF

BIT

BLDG

BLK

BLKG

BM

BOF

BOT

BPL

BRG

BRK

BRKT

BS

BTU

BUR

BW

C

C-C

CAB

CAP

CB

CBF

CD

CEM

CER

CF

CFLG

CFM

CFMF

CFS

CH

CHBD

CI

AREA

AIR CONDITIONING COOLING

ANCHOR BOLTS

ABOVE

ALTERNATING CURRENT

ACOUSTICAL TILE

AREA DRAIN

ADDENDUM

ADHESIVE

ADJACENT

ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AGGREGATE

AIR HANDLER

ALUMINUM

ALIGNMENT

ALLOWANCE

ALTERNATE

AMPERAGE

ANCHOR(AGE)

ANODIZED

APPROXIMATE

ARCHITECTURAL

ASBESTOS

ASBESTOS CONTRACTOR

ASPHALT

AUXILIARY

AVERAGE

AMERICAN WIRE GAGE

BLOWER COIL UNIT

BRICK CONTROL JOINT

BOARD

BRICK EXPANSION JOINT

BELOW

BEVELED

BOARD FEET

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BENCH MARK

BOTTOM OF FOOTING

BOTTOM

BEARING PLATE

BEARING

BRICK

BRACKET

BOTH SIDES

BRITISH THERMAL UNITS

BUILT-UP ROOF

BOTH WAYS

CHANNEL

CENTER TO CENTER

CABINET

CAPACITY

CATCH BASIN

HUNDRED BOARD FEET

COLD DRAWN

CEMENT

CERAMIC

CUBIC FOOT

COUNTER FLASHING

CUBIC FOOT/MINUTE

COLD-FORMED METAL FRAMING

CUBIC FEET/SECOND

CABINET HEATER

CHALKBOARD

CAST IRON

CIP

CIR

CJ

CK

CLG

CLO

CLR

CLS

CMP

CMU

CO

COL

COMB

COMP

CONC

CON

CONST

CONT

CONTR

COORD

CP

CPG

CPR

CPT

CR

CRS

CSMT

CST

CT

CTR

CU

CULV

CV

CW

CY

DBL

DC

DEG

DEMO

DF

DIA

DIAG

DIM

DIV

DL

DLV

DN

DOZ

DP

DPR

DR

DS

DT

DTA

DTL

DWG

EA

EC

EF

EJ

EL

ELEC

ELEV

EMER

ENC

ENG

ENT

CAST-IN PLACE CONCRETE

CIRCLE

CONTROL JOINT

CAULK(ING)

CEILING

CLOSET

CLEAR(ANCE)

CLOSURE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, COMPANY

COLUMN

COMBINATION

COMPRESS (ED), (ION), (IBLE)

CONCRETE

CONNECTOR, CONNECTION

CONSTRUCTION

CONTINUOUS, CONTINUE

CONTRACT(OR)

COORDINATE

CLAY PIPE

COPING

COPPER

CARPET(ED)

COLD ROLLED

COURSE(S)

CASEMENT

CAST STONE

CERAMIC TILE

COUNTER

CUBIC

CULVERT

CHECK VALVE

COLD WATER

CUBIC YARD

DOUBLE

DIRECT CURRENT

DEGREE

DEMOLITION

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DEAD LOAD

DOOR LOUVER

DOWN

DOZEN

DAMP-PROOFING

DAMPER

DOOR

DOWNSPOT

DRAIN TILE

DOVETAIL ANCHOR

DETAIL

DRAWING

EACH

ELECTRICAL CONTRACTOR

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRIC(AL)

ELEVATOR

EMERGENCY

ENCLOSE, ENCLOSURE

ENGINEER

ENTRANCE

EOC

EOD

EOS

EP

EQ

EQP

EST

EW

EWC

EWF

EXC

EXG

EXH

EXP

EXT

FA

FAI

FAS

FB

FBD

FBO

FC

FCU

FD

FDR

FE

FEC

FF

FFE

FGL

FIG

FIN

FLCO

FLEX

FLG

FLOUR

FLR

FND

FO

FOC

FOF

FOM

FOS

FP

FPL

FR

FRT

FT

FTG

FUR

FURN

FXT

GAS

GA

GALV

GB

GC

GCMU

GD

GF

GFI

GI

GL

GP

GPM

GSS

GST

EVERY OTHER COURSE

EDGE OF DECK

EDGE OF SLAB

ELECTRICAL PANEL BOARD

EQUAL

EQUIPMENT

ESTIMATE(D)

EACH WAY

ELECTRICAL WATER COOL

ELECTRIC WALL FAN

EXCAVATE

EXISTING

EXHAUST

EXPOSED

EXTERIOR

FIRE ALARM/FRESH AIR

FRESH AIR INTAKE

FASTENER

FACE BRICK

FIBERBOARD

FINISHED BY OTHERS

FAN COIL

FAN COIL UNIT

FLOOR DRAIN

FOLDING DOOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH FLOOR ELEVATION

FIBERGLASS

FIGURE

FINISH(ED)

FLOOR CLEANOUT

FLEXIBLE

FLASHING

FLOURESCENT

FLOOR,FLOORING

FOUNDATION

FRAMED OPENING

FACE OF CONRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FIREPROOF

FLOOR PLATE

FRAME, FRAMED, FRAMING

FIRE-RETARDANT

FOOT(')

FOOTING

FURRED, FURRING

FURNITURE

FIXTURE

GAS

GAGE, GAUGE

GALVANIZED

GRAB BAR

GENERAL CONTRACT(OR)

GLAZED CMU

GRADE,GRADING

GRANULAR FILL

GROUND FAULT INTERRUPTER

GALVANIZED IRON

GLASS, GLAZING

GALVANIZED PIPE

GALLONS PER MINUTE

GALVANIZED STEEL SHEET

GLAZED STRUCTURAL TILE

GVL

GWB

GYP

HB

HC

HCP

HD

HDR

HDW

HH

HI

HDJT

HK

HM

HOR

HP

HR

HT

HTG

HTR

HTX

HVAC

HW

HWH

HYD

ID

IN

INCIN

INCL

INFO

INS

INT

INV

IP

JC

JF

JST

JNT

KIT

KO

KPL

L

LAB

LAD

LAM

LAT

LAV

LBL

LF

LH

LIC

LIN

LINO

LIQ

LKR

LL

LLH

LLV

LMS

LONG

LP

LPT

LRG

LT

GRAVEL

GYPSUM WALL BOARD

GYPSUM

HOSE BIB

HVAC CONTRACTOR

HANDICAP

HEAVY DUTY

HEADER

HARDWARE

HANDHOLE

HEIGHT OF INSTRUMENT

HEAD JOINT

HOOK, HOOKS

HOLLOW METAL

HORIZONTAL

HORSEPOWER

HANDRAIL

HEIGHT

HEATING

HEATER

HEAT EXCHANGER

HEATING, VENTILATION, & AIR CONDITIONING

HOT WATER

HOT WATER HEATER

HYDRANT

INSIDE DIAMETER

INCH(")

INCINERATOR

INCLUDE, INCLUDED, INCLUDING

INFORMATION

INSULATE, INSULATED

INTERIOR

INVERT(ELEVATION)

IRON PIPE/IRON PIPE SIZE

JANITORS CLOSET

JOINT FILLER

JOIST

JOINT

KITCHEN

KNOCKOUT

KICKPLATE

LENGTH

LABORATORY

LADDER

LAMINATE(D)

LATITUDE

LAVATORY

LABEL

LINEAR FOOT

LEFT HAND

LICENSE, LICENSED

LINEAR

LINOLEUM

LIQUID

LOCKER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIMESTONE

LONGITUDE, LONGITUDINAL

LIGHT PANEL

LOW POINT

LARGE

LIGHT

LTL

LVR

MAINT

MAS

MATL

MAX

MBF

MBR

MC

MECH

MED

MFD

MFG

MFR

MGR

MH

MIN

MIR

MKBD

MLD

MMB

MO

MOD

MON

MOV

MRB

MRD

MNT

MTFR

MTL

MULL

MULT

MWK

NA

NAT

NEC

NEG

N/F

NIC

NL

NMT

NOM

NRC

NS

NTS

OA

OBS

OC

OD

OFF

O/H

OHG

OWSJ

OPG

OPH

OPP

OPS

ORIG

PA

PAR

PB

PBD

PLBG

PC

PCC

LINTEL

LOUVER

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

1000 BOARD FEET

MEMBER

MECANICAL CONTRACT(OR)

MECANIC(AL)

MEDIUM

MANUFACTURED

MANUFACTURING

MANUFACTURE(R)

MANAGER

MANHOLE

MINIMUM

MIRROR

MARKERBOARD

MOULDING, MOLDING

MEMBRANE

MASONRY OPENING

MODULAR

MONUMENT

MOVABLE

MARBLE

METAL ROOF DECKING

MOUNT, MOUNTED, MOUNTING

METAL FURRING

METAL

MULLION

MULTIPLE

MILLWORK

NOT AVAILABLE/APPLICABLE

NATURAL

NATURAL ELECTRIC CODE

NEGATIVE

NOW OR FORMERLY

NOT IN CONTRACT

NAILABLE

NON-METALLIC

NOMINAL

NOISE REDUCTION COEFFICIENT

NEAR SIDE

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER(S)

OUTSIDE DIAMETER

OFFICE

OVERHEAD

OVERHANG

OPEN-WEB STEEL JOIST

OPENING

OPPOSITE HAND

OPPOSITE

OPPOSITE SURFACE

ORIGINAL

PUBLIC ADDRESS

PARALLEL

PANIC BAR

PARTICLE BOARD

PLUMBING

PLUMBING CONTRACTOR

PRECAST CONCRETE

PCF

PE

PEN

PERF

PERI

PERM

PERP

PFB

PFN

PG

PKG

PL

PLAM

PLAST

PLF

PLS

PNL

PNT

POB

PR

PRF

PROJ

PRT

PSC

PSF

PSI

PT

PTD

PTN

PTR

PV

PVC

PVCP

PVMT

PWD

QT

QTR

QTY

R

RC

RS

RA

RAD

RBR

RBT

RCP

RD

REF

REFR

REG

REINF

REQ

RES

RET

REV

RFG

RFH

RFL

RH

RIM

RL

RM

RMV

RO

ROW

RP

POUNDS PER CUBIC FOOT

PORCELAIN ENAMEL

PENETRATION

PERFORATE(D)

PERIMETER

PERMANENT

PERPENDICULAR

PREFABRICATE(D)

PREFINISHED

PLATE GLASS

PARKING

PLATE

PLASTIC LAMINATE

PLASTER

POUNDS PER LINEAR FOOT

PLASTIC

PANEL

PAINT(ED)

POINT OF BEGINNING

PAIR

PREFORMED

PROJECT

PRESERVATIVE TREATED

PRE-STRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT

PAPER TOWEL DISPENSER

PARTITION

PAPER TOWEL RECEPTOR

PAVE(D), PAVING

POLYVINYL CHLORIDE

PVC PIPE

PAVEMENT

PLYWOOD

QUARRY TILE

QUARTER

QUANTITY

RISE(R)

REINFORCED CONRETE

REINFORCING STEEL

RETURN AIR

RADIUS

RUBBER

RABBET

REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

ROOF DRAIN

REFERENCE

REFRIGERAT-(OR),(ED)

REGISTER

REINFORCE(D), REINFORCING

REQUIRED

RESILIENT

RETURN

REVISED, REVISION(S)

ROOFING

ROOF HATCH

REFLECT(ED), (IVE), (OR)

RIGHT HAND

RIM(ELEVATION)

RAIL(ING)

ROOM

REMOVE

ROUGH OPENING

RIGHT OF WAY

RADIANT PANEL

RPM

RT

RTE

RWC

SAN

SB

SC

SCH

SCN

SD

SDG

SEC

SF

SFGL

SGT

SH

SHT

SHTG

SHWR

SIM

SKL

SL

SNT

SP

SPC

SPEC

SPKR

SPL

SQ

SSK

SS

STA

STC

STD

STL

STN

STOR

STR

SUBSTR

SUPT

SURF

SUSP

SW

SY

SYS

T

TRM

T&B

T&G

TAB

TC

TEL

TEMP

TF

THK

THR

TKBD

TKS

TOM

TMBR

TOF

TOJ

TOL

TOPO

TOS

TOW

TPD

REVOLUTIONS PER MINUTE

RUBBER TILE

ROUTE

RAINWATER CONDUCTOR

SANITARY, SANITARY SEWER

SPLASHBLOCK

SOLIDCORE

SCHEDULE

SCREEN

STORM DRAIN

SIDING

SECTION

SQUARE FOOT

SAFETY GLASS

STRUCTURAL GLAZED TILE

SHELF, SHELVING

SHEET

SHEATHING

SHOWER

SIMILAR

SKYLIGHT

SLEEVE

SEALANT

SOUND PROOF

SPACER

SPECIFICATION(S)

SPEAKER

SPECIAL

SQUARE

SERVICE SINK

STAINLESS STEEL

STATION

SOUND TRANSMISSION COEFFICIENT

STANDARD

STEEL

STAIN(ED)

STORAGE

STRUCTURAL

SUBSTRUCTURE

SUPERINTENDENT

SURFACE

SUSPENDED

SWITCH

SQUARE YARD

SYSTEM

TREAD

TOILET ROOM

TOP & BOTTOM

TONGUE & GROOVE

TABULATE

TERRA COTTA

TELEPHONE

TEMPORARY, TEMPERATURE

TRANSPARENT FINISH

THICK(NESS)

THRESHHOLD

TACKBOARD

TACKSTRIP

TOP OF MASONRY

TERMINATION BAR

TOP OF FOOTING

TOP OF JOIST

TOLERANCE

TOPOGRAPHIC

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TPTN

TR

TV

TWP

TYP

TZ

U/G

UC

UN

UNF

UNO

UNP

UR

UV

V

VB

VCP

VCT

VENT

VERT (OR V)

VEST

VF

VIF

VIN

VJ

VOL

VWC

W

W/

W/O

WB

WC

WCO

WD

WF

WG

WH

WHB

WI

WM

WDW

WP

WR

WS

WSCT

WT

WTW

WV

WWF

WWM

XSECT

YD

YR

TOILET PARTITION

TRANSOM

TELEVISION, CABLE

TOWNSHIP

TYPICAL

TERRAZZO

UNDERGROUND

UNDERCUT

UNIT HEATER

UNFINISHED

UNLESS NOTED OTHERWISE

UNPAINTED

URINAL

UNIT VENTILATOR

VOLT

VINYL/RUBBER BASE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VENTILATOR

VERTICAL

VESTIBULE

VINYL FABRIC

VERIFY IN FIELD

VINYL

V-JOINT(ED)

VOLUME

VINYL WALL COVER

WIDE, WIDTH

WITH

WITHOUT

WOODBASE

WATER CLOSET

WALL CLEANOUT

WOOD

WALL FIN RADIATION

WIRE(D) GLASS

WALL HYDRANT

WHEEL BUMPER

WROUGHT IRON

WIRE MESH

WINDOW

WATERPROOF(ED), (ING)

WATER REPELLENT

WATERSTOP

WAINSCOT

WEIGHT

WALL TO WALL

WET VENT

WELDED WIRE FABRIC

WELDED WIRE MESH

CROSS SECTION

YARD

YEAR

SITEWORK SYMBOLS SITEWORK SYMBOLS PLUMBING SYMBOLS HVAC SYMBOLS ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS

TECHNOLOGY SYMBOLS

ARCHITECTURAL SYMBOLS ARCHITECTURAL SYMBOLS

ARCHITECTURAL MATERIAL SYMBOLS

ELECTRICAL SYMBOLS

HVAC SYMBOLS

PLUMBING SYMBOLS

G

90

+941.5

X 941.5

E

W

SAN

TEL

ST

O/H

UGE

CONTROL POINT

UTILITY POLE W/ANCHOR

SIGN

EXG. WATER VALVE

NEW WATER VALVE

UTILITY POLE W/ LIGHT

STREET LIGHT

EXG. FIRE HYDRANT

NEW FIRE HYDRANT

CATCH BASIN/ DRYWELL

CURB BOX VALVE

EXISTING DECIDIOUS TREE

EXISTING CONIFEROUS TREE

EXG. ELEVATION

NEW ELEVATION

GAS LINE

EXISTING MANHOLE

NEW MANHOLE

NEW CONTOUR*

EXISTING ELECTRIC*

WATER LINE*

SANITARY LINE*

TELEPHONE LINE*

STORM SEWER*

OVERHEAD UTILITY

UNDERGROUND ELECTRIC*

ROAD CENTER LINE

*LINES SHOWN AS SCREENED(GRAY)DENOTE EXISTING

...

X X

EDGE OF STREAM ORSWALE

SHUBBERY, WOODS

EXISTING CULVERT

NEW CULVERT WITH ENDSECTION

TEST PIT

TEST HOLE

TP-*

TH-*

RIP RAP

COORDINATE POINTLOCATION

5/8" REBAR WITH SURVEYCAP SET

EXISTING IRON ROD

EXISTING IRON PIPE

UTILITY POLE

ORIGINAL LOT LINE

DEED LINE

PROPERTY LINE

EXISTING FENCE}NEW FENCE

GUARD RAIL

EASEMENT LINE

CONCRETE MONUMENT

DOMESTIC COLD WATERPIPING

DOMESTIC HOT WATERPIPING

DOMESTIC RECIRCULATINGWATER PIPING

SHUT OFF VALVE

POINT OF CONNECTION

SPRINKLER HEAD

VOLUME DAMPER

PL

(CW)

(HW)

(HWR)

ST

RD

V (V)

(CD)CD

°

AW

AV

C

RS

RL

(OR)

(G)NATURAL GASPIPING

BELOW SLABSANITARY PIPING

ABOVE SLABSANITARY PIPING

BELOW SLAB STORM(ROOFDRAINAGE) PIPING

ABOVE SLAB STORM(ROOFDRAINAGE) PIPING

SANITARYVENT PIPING

CONDENSATEDRAIN PIPING

EXISTING PIPING TOREMAIN.

EXISTING PIPING ANDEQUIPMENT TO BEREMOVED

CHECK VALVE

FLOOR PENETRATION

ACID WASTE

ACID VENT

HOT WATER SUPPLYPIPING

HOT WATERRETURN PIPING

CONDENSATEDRAIN PIPING

REFRIGERANTSUCTION PIPING

REFRIGERANTLIQUID PIPING

EXG. PIPING &EQUIPTMENT TOREMAIN

SHUT-OFF VALVE

TOP-PIPECONECT

BOTTOM-PIPECONNECTION

BALANCING VALVE/ AUTOMATIC FLOW/CONTROL FITTING/ SPRINKLER UPRIGHT

AAD AUTOMATIC DAMPER

DIFFUSER NUMBERCFM

GRILLE NUMBER CFM

REGISTER NUMBER CFM

D-1

100

G-1

300

R-1

300

DUCT W/ MANUALVOLUME DAMPER

SUPPLY AIRDIFFUSER

GRILLER OR REG.

FIRE DAMPER

THERMOSTAT

THERMOSTAT W/GUARD

FD

T

TG

S

10/8

SENSOR

MITERED ELBOW W/TURNING VALVES

FIRST NUMBER IS SIZE SHOWN FORDUCT WIDTH

POINT OFCONNECTION

DUCT DOWN

DUCT UP

DUCT PENETRATION THRUFLOOR OR ROOF ABOVESUPPLY

DUCT PENETRATION THRU FLOOR OR ROOFABOVE EXHAUST OR RETURN

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

MAGNETIC CONTACTOR

COMBINATION MAGNETIC MOTOR STARTER ANDFUSED DISCONNECT SWITCH

FLUSH WALL MOUNTED POWER PANEL BD.PP

PP

CP-1

HD

XX

SURFACE MOUNTED POWER PANEL BD.

MOTOR TYPE ELECTRICAL LOAD

HAND DRYER / HAIR DRYER ELEC. LOAD

UV-UNIT VENT

AHU-AIR HANDLING UNIT

FC- FAN COIL UNIT

P-PUMP

EF-EXHAUST FAN

CU-CONDENSING UNIT

DUPLEX RECEPTACLE WALL MOUNTED

GFI-GROUND FAULT CIRCUIT INTERRUPT

IG-ISOLATED GROUND TYPE

WP-GROUND FAULT TYPE IN WATERPROOF HOUSING

AC-MNT. ABOVE COUNTER BACKSPLASH

BC-MNT. BELOW COUNTER

SPECIAL RECEPTACLE WITH NEMA CONFIGURATIONSHOWN

14-50R

FLOOR RECEPTACLE

QUAD RECEPTACLE

TOGGLE SWITCH

KEYED TYPE TOGGLE SWITCH

LOW VOLTAGE MOMENTARYCONTRACT KEYED SWITCH

OCCUPANCY SENSOR TYPE SWITCH

CEILING MOUNTED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

HID LIGHT FIXTURE - CLG. MNT.

TRACK LIGHTING WITH FIXTURES

STRIP TYPE FLUORESCENT LIGHT FIXTURE

NEW RECESS. FLUORESCENT LIGHTFIXTURE

2'X4' RECESSED LIGHT FIXTURE EM-DENOTED EMERGENCYFIXTURE, CONNECTED TO EMERGENCY CIRCUIT; NL-DENOTESNITE LIGHT CKT. TYPES VARY REFER TO FIXTURE SCHEDULE

EXISTING RECESSED FLUORESCENT LIGHT FIXTURE

PENDANT MOUNTED FLUORSCENT LIGHT FIXTURE

CEILING MOUNTED EMERGENCY EXIT SIGN(SINGLEFACE)

WALL MOUNTED EMERGENCY EXIT SIGN (DUAL FACE)ARROWS FOR EGRESS PATH DIRECTION

EXTERIOR EALL MOUNTED HID LIGHTFIXTURE

EMERGENCY EGRESS BATTERY BACKUPLIGHT FIXTURE

ILLUMINATED "AREA OF RESCUEASSISTANCE" SIGNAGE

CEILING MOUNTED OCCUPANCY SENSOR

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTORL PANEL

"AREA OF RESCUE ASSISTANCE" CONTROL STATION

MANUAL FIRE ALARM PULL STATION

FAA

FACP

RA

F

FIXED HEAT DETECTOR

SMOKE DETECTOR (REFER TO SPECIFICATIONS FORDEFAULT TYPE)

DUCT SMOKE DETECTOR

FIRE ALARM VISUAL ANNUNCIATOR

FIRE ALARM AUD.-VIS. ANNUNCIATOR

MAGNETIC DOOR HOLDER

MAG. DOOR HOLDER (W/EXTENSION)

DATA PORT

WALL MOUNTED FULL FEATURETELEPHONE & JACK

WALL MOUNTED CLOCK

WALL MOUNTED PA SPEAKER

CLOCK/SPEAKER IN INTEGRALHOUSING

PUBLIC ADDRESS SSYTEM "CALL" PUSHBUTTONS

C

S

S

C

W

M

M

F

F

SD

S

H

I

FL

SSSLV

K

OCS

TV

TV

P1-1

F B

BP

#

WAP

W

(#)

####

S

S

S

VC

C S

C

T V

PROJ

INTERACTIVE BOARD

A V

###

CR

IC

DC

REX

DS

RD

CB

COMBINATION TELEVISION JACK & CCOMPUTER MONITORINTERFACE

SINGLE TELEVISION JACK

HOME RUN OF WIRE AND CONDUIT

CABLE TRAY

FIBER OPTICAL CABLING

FLOOR POKE-THRU

MULTI COMPARTMENT POWER POLE

FLOOR BOX

PULL BOX

MULTI COMPARTMENT SURFACE RACEWAY

CATEGORY 6 DATA OUTLET

WIRELESS ACCESS POINT WITH CAT. 6 CABLING

WALL MOUNT STYLE CAT. 6 TELEPHONE OUTLET

CATEGORY 6 TELEPHONE OUTLET

# = QTY. OF OUTLETS IF GREATER THAN ONE

# = QUANTITY OF DATA OUTLETSIN FACEPLATE IF GREATER THAN ONE

IP TELEPHONE

LOCATION ### =

PHONE TYPE

CEILING MOUNT SPEAKER

WALL MOUNT SPEAKER

HORN TYPE SPEAKER

SPEAKER VOLUME CONTROL

CLOCK/SPEAKER

CLOCK

TELEVISION OUTLET

PROJECTOR

INTERACTIVE BOARD

AUDIO/VIDEO CONNECTIONS TO PROJECTOR

SECURITY CAMERA

CARD READER

#=CAM

NUMBER ##=

CAM. TYPE

INTERCOM

DOOR CONTRACT SWITCH

REQUEST TO EXIT SENSOR

ELECTRIC DOOR LOCK DEVICE (DOOR STRIKE)

LIGHTNING ARRESTOR

GENERAL SYMBOL ANNOTATIONS

"E"=EXISTING TO REMAIN

"R" =EXISTING TO BE REPLACED

"RE"=EXISTING TO BE RELOCATED

"WG" =PROVIDE WIRE GUARD

"W-MT" =WALL MOUNT

COMMUNICATIONS RACEWAY DEVICE LOCATION

COMMUNICATIONS BACKBOX LOCATION

ROOM

AREA

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CONCRETE SANITARY MANHOLE DETAIL

1

TYPICAL SANITARY SEWER TRENCH DETAIL

2

SANITARY MANHOLE COVER DETAILS

3

OIL/WATER SEPARATOR DETAIL

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EXISTING SANITARY MANHOLE CONNECTION DETAIL

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AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextEXISTING SANITARY SEWER PIPING TO REMAIN

AutoCAD SHX TextEXISTING BLOCK MH TO REMAIN SEWERID - MH2043 RIM ELEV. = 388.96 FT INV ELEV. = 383.94 FT

AutoCAD SHX TextEXISTING CONCRETE MH TO BE REMOVED IN ITS ENTIRETY SEWERID - MH2042 RIM ELEV. = 391.28 FT INV ELEV. = 384.19 FT

AutoCAD SHX TextEXISTING 8" DIA. SANITARY SEWER PIPING TO BE REMOVED IN ITS ENTIRETY

AutoCAD SHX TextEXISTING 8" DIA. SANITARY SEWER PIPING TO REMAIN

AutoCAD SHX TextEXISTING 8" DIA. SANITARY SEWER PIPING TO REMAIN

AutoCAD SHX TextPROVIDE NEW 4' DIA. CONCRETE MANHOLE

AutoCAD SHX TextPROVIDE NEW 350 GALLON HIGHLAND TANK OIL/WATER SEPARATOR INFLUENT INV ELEV. = 384.19 EFFLUENT INV ELEV. = 383.69

AutoCAD SHX TextPROVIDE NEW 8" DIA. SDR 35 PVC SANITARY SEWER PIPING

AutoCAD SHX TextEXISTING 12" DIA. DECIDUOUS TREE TO BE REMOVED IN ITS ENTIRETY

AutoCAD SHX TextEXISTING 4" DIA. SEWER TO BE CONNECTED TO NEW MANHOLE

AutoCAD SHX Text3

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AutoCAD SHX Text7

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AutoCAD SHX Text4"%%C

AutoCAD SHX TextELEVATION

AutoCAD SHX TextEND VIEW

AutoCAD SHX TextPLAN

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AutoCAD SHX TextDATE:

AutoCAD SHX TextSCALE :

AutoCAD SHX TextDATE :

AutoCAD SHX TextCHECKED BY :

AutoCAD SHX TextDRAWN BY :

AutoCAD SHX TextPROJECT NO:

AutoCAD SHX TextDESCRIPTION OF REVISION:

AutoCAD SHX TextBY:

AutoCAD SHX Text#

AutoCAD SHX Text1

AutoCAD SHX Text2

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AutoCAD SHX TextCopyright:

AutoCAD SHX Text"Unauthorized Alteration Or Addition To Plans Bearing A Licensed Engineer's Or Architects Seal, Is A Violation Of Section 7209 Of The New York State Education Law."

AutoCAD SHX TextJULY 14, 2017

AutoCAD SHX Text2017

AutoCAD SHX Text2940-002

AutoCAD SHX TextSCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX TextPRECAST CONCRETE ECCENTRIC CONE SECTION. ASTM C 478 SPEC. LATEST REVISION. FOR MANHOLE DEPTHS LESS THAN 7'-6", USE STANDARD RISER SECTION AND PRECAST CONCRETE FLAT SLAB TOP (SUITABLE FOR HS-20 LOADING) IN LIEU OF ECCENTRIC CONE.

AutoCAD SHX TextPRECAST CONCRETE RISER SECTION. ASTM C 478 SPEC. LATEST REVISION

AutoCAD SHX TextMANHOLE STEPS CAST IN PLACE @ 12" O.C.

AutoCAD SHX TextPRECAST CONCRETE MONOLITHIC BASE SECTION ASTM C 478 SPEC. LATEST REVISION.

AutoCAD SHX TextINSTALL FLEXIBLE MANHOLE CONNECTORS AS PER MANUFACTURERS INSTRUCTIONS

AutoCAD SHX TextPRECAST CONCRETE GRADE RINGS AS NECESSARY FOR FINAL GRADE ADJUSTMENT. MAXIMUM BUILD-UP OF 6". MORTAR ALL EXPOSED EDGES AND STRIKE FLUSH.* *CONTRACTOR TO PROVIDE A 1" PRECAST CONCRETE GRADE RING FOR ALL MANHOLES WITHIN TOWN RIGHT-OF-WAY, PRIOR TO TACK COAT AND OVERLAY.

AutoCAD SHX TextCONCRETE MORTAR OUTSIDE OF FRAME ALL THE WAY AROUND

AutoCAD SHX TextCAST IRON FRAME AND COVER (FIELD VERIFY TOP ELV. PRIOR TO ORDERING MANHOLES) NEENAH FOUNDRY R-1556, SYRACUSE CASTINGS 1009 OR EQ.

AutoCAD SHX TextALL EXTERIOR SURFACES SHALL RECEIVE TWO (2) COATS OF CONSEAL(CS-55). ANY MANHOLES THAT RECEIVE DISCHARGE FROM A FORCEMAIN SHALL RECEIVE TWO INTERIOR COATS OF CARBOLINE EPOXY COATING.

AutoCAD SHX TextRUBBER O-RING GASKET JOINT. ASTM C 443 SPEC. LATEST REVISION. FILL ALL INTERIOR AND EXTERIOR JOINTS WITH NON-SHRINK GROUT AND STRIKE FLUSH.

AutoCAD SHX TextCONCRETE BENCHWORK, MIN. 4000 PSI AT 28 DAYS, INVERT TO BE TRUE TO LINE AND GRADE HALF PIPE SECTIONS SHALL BE USED AS INVERTS FOR STRAIGHT THROUGH MANHOLES. SLOPE ALL BENCHES TOWARD INVERT AT MIN. SLOPE OF 2" PER FOOT. ALL BENCHES TO RECEIVE TWO COATS OF CARBOLINE EPOXY COATING.

AutoCAD SHX TextPROVIDE 8" LEVELING COURSE BENEATH BASE WITH NYSDOT #1 & #2 CRUSHED STONE ITEM 703.02 COMPACTED TO 95% DENSITY (MIN.) ASTM D-1557

AutoCAD SHX TextSURFACE RESTORATION AS PER PLAN AND TYPICAL SECTIONS.

AutoCAD SHX TextSCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text1'-0"

AutoCAD SHX Text6" MIN

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text%%uPAVED

AutoCAD SHX Text6" MIN

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AutoCAD SHX TextPAVEMENT

AutoCAD SHX TextGRANULAR FILL COMPACTED TO 95% MIN. DENSITY ASTM-1557. ON SITE MATERIAL MAY BE USED WHERE IT MEETS ALL REQUIREMENTS FOR TYPE 4 SUBBASE IN SECTION 304-2.02 OF THE NYSDOT STANDARD SPECIFICATIONS

AutoCAD SHX TextUNCLASSIFIED FILL PLACED IN 6" (MAX.) LIFTS & COMPACTED TO 95% MIN. DENSITY ASTM A-1557.

AutoCAD SHX TextWARNING TAPE

AutoCAD SHX TextNYSDOT #1 & #2 CRUSHED STONE (ITEM 703.02)

AutoCAD SHX TextNOTE: ALL TRENCHING SHALL CONFORM TO O.S.H.A. STANDARDS.

AutoCAD SHX TextOUTSIDE DIAMETER OF PIPE (O.D.)

AutoCAD SHX TextSDR-35 SAN. SEWER CONFORMING TO ASTM D-3034 WITH RUBBER GASKET JOINTS CONFORMING TO ASTM D-3212 AND ASTM F-477

AutoCAD SHX TextTOPSOIL, SEED & MULCH.

AutoCAD SHX TextSCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX TextNOTE: : COVERS SHALL BE TYPE-B INDENTED TOP DESIGN WITH TYPE-F CONCEALED WATERTIGHT PICK HOLES. ALL COVERS SHALL HAVE CAST THE WORDS "SANITARY SEWER" IN LETTERS NOT LESS THAN 2" IN HEIGHT.

AutoCAD SHX TextNEENAH FOUNDRY 1556 SYRACUSE CASTING 1009 OR APPROVED EQUAL

AutoCAD SHX TextPROVIDED EQUIPMENT 1. 150# R.F.S.O. FLANGE W/ 2" NPT FOR VENT 150# R.F.S.O. FLANGE W/ 2" NPT FOR VENT 2. SLUDGE CHAMBER SLUDGE CHAMBER 3. VELOCITY HEAD DIFFUSION BAFFLE VELOCITY HEAD DIFFUSION BAFFLE 4. WEAR PLATE WEAR PLATE 5. SEDIMENT CHAMBER SEDIMENT CHAMBER 6. UNDERFLOW BAFFLE UNDERFLOW BAFFLE 7. SLUDGE BAFFLE SLUDGE BAFFLE 8. STRIKER PLATES STRIKER PLATES 9. PARALLEL CORRUGATED PLATE COALESCER PARALLEL CORRUGATED PLATE COALESCER 10. OIL/WATER SEPARATOR CHAMBER OIL/WATER SEPARATOR CHAMBER 11. 6" THICK COALESCER MATERIAL INSTALLED W/ PULL ROD SHIPPED LOOSE 6" THICK COALESCER MATERIAL INSTALLED W/ PULL ROD SHIPPED LOOSE 12. OUTLET DOWNCOMER OUTLET DOWNCOMER 13. 30" MANWAY WITH BOLT-ON EXTENSION SHIPPED LOOSE 30" MANWAY WITH BOLT-ON EXTENSION SHIPPED LOOSE14. 4" FTG. FOR OIL PUMP-OUT W/ INTERNAL PIPE INSTALLED AND RISER PIPE SHIPPED LOOSE 4" FTG. FOR OIL PUMP-OUT W/ INTERNAL PIPE INSTALLED AND RISER PIPE SHIPPED LOOSE15. 2" FTG. FOR LEVEL SENSOR W/ RISER PIPE SHIPPED LOOSE 2" FTG. FOR LEVEL SENSOR W/ RISER PIPE SHIPPED LOOSE16. LIFTING LUG LIFTING LUG 17. 17. 2" FTG. FOR VENT TYP. BOTH MANWAYS 17. 2" FTG. FOR VENT TYP. BOTH MANWAYS18. 4" FTG. FOR GAUGE WITH PLUG TYP. BOTH MANWAYS 4" FTG. FOR GAUGE WITH PLUG TYP. BOTH MANWAYS19. 18" MANWAY WITH BOLT-ON EXTENSION SHIPPED LOOSE 18" MANWAY WITH BOLT-ON EXTENSION SHIPPED LOOSE20. 7 GA. BULKHEAD7 GA. BULKHEAD

AutoCAD SHX TextGENERAL SPECIFICATIONS NO. REQ'D: (1) CAPACITY: 350 GALLON TYPE: HTC, HIGHGUARD, SINGLE WALL, "G" SERIES MATERIAL: MILD CARBON STEEL FLOW RATE: 35 GPM GAUGE: SHELL-7 GA. HEADS-7 GA. SURFACE PREP: SSPC NO.6 BLAST ALL EXTERIOR SURFACES COATING: MATERIAL THICKNESS MATERIAL THICKNESS EXTERIOR- HIGHGUARD (75 MILS) INTERIOR- NONE CONSTRUCTION: LAP FIT & WELD ALL EXTERIOR SEAMS OPERATING PRESSURE: ATMOSPHERIC NOTES: 1. POLYURETHANE HIGHGUARD TANK IS NO APPROVED POLYURETHANE HIGHGUARD TANK IS NO APPROVED FOR THE STORAGE OF HEATED PRODUCTS 2. ALL VENT PIPING BY INSTALLER ALL VENT PIPING BY INSTALLER 3. 15000 VOLT SPARK TEST PROVIDED AT FACTORY15000 VOLT SPARK TEST PROVIDED AT FACTORY

AutoCAD SHX TextSANITARY SEWAGE DISPOSAL (GRAVITY SEWER): : 1. ALL SANITARY SEWER CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES INCLUDED WITH THESE PLANS AS WELL AS THE SANITARY ALL SANITARY SEWER CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES INCLUDED WITH THESE PLANS AS WELL AS THE SANITARY SEWER CONSTRUCTION NOTES LISTED HEREIN. 2. ALL SANITARY SEWER PIPELINES SHALL BE BEDDED IN ACCORDANCE WITH THE STANDARD DETAILS. ALL SANITARY SEWER PIPELINES SHALL BE BEDDED IN ACCORDANCE WITH THE STANDARD DETAILS. 3. SANITARY SEWERS, MANHOLES, CLEANOUTS, AND OTHER APPURTENANCES SHALL BE CONSTRUCTED, AND TESTED IN ACCORDANCE WITH SANITARY SEWERS, MANHOLES, CLEANOUTS, AND OTHER APPURTENANCES SHALL BE CONSTRUCTED, AND TESTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. 4. CONTRACTOR TO SURVEY AND FIELD VERIFY ALL INVERTS. CONTRACTOR TO SURVEY AND FIELD VERIFY ALL INVERTS. 5. ALL SEWER LINES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET EDGE-TO-EDGE FROM ALL WATER LINES. WHERE ALL SEWER LINES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET EDGE-TO-EDGE FROM ALL WATER LINES. WHERE LINES CROSS, THERE SHALL BE A MINIMUM OF 18 INCH CLEAR VERTICAL SEPARATION. CLEAR VERTICAL SEPARATION. 6. ALL SANITARY SEWER LINE TRENCHES SHALL BE SLOPED, BRACED AND/OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS ALL SANITARY SEWER LINE TRENCHES SHALL BE SLOPED, BRACED AND/OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS AND THE PROTECTION OF OTHER UTILITIES, IN COMPLIANCE WITH ALL APPLICABLE STATE AND FEDERAL REQUIREMENTS. ALL EXCAVATION OPERATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED ALONG THE SHORTEST AND STRAIGHTEST ROUTE POSSIBLE. ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED ALONG THE SHORTEST AND STRAIGHTEST ROUTE POSSIBLE. 8. SANITARY SEWERS SHALL BE SDR-35 PVC PIPE CONFORMING TO ASTM D-3034, WITH RUBBER GASKETED JOINTS CONFORMING TO ASTM SANITARY SEWERS SHALL BE SDR-35 PVC PIPE CONFORMING TO ASTM D-3034, WITH RUBBER GASKETED JOINTS CONFORMING TO ASTM D-3212 AND ASTM F-477. 9. ALL MANHOLES SHALL BE FOUR (4) FOOT DIAMETER PRECAST CONCRETE, UNLESS NOTED OTHERWISE ON PLANS.ALL MANHOLES SHALL BE FOUR (4) FOOT DIAMETER PRECAST CONCRETE, UNLESS NOTED OTHERWISE ON PLANS.

AutoCAD SHX TextSCALE:

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AutoCAD SHX Text%%UNOTE:

AutoCAD SHX TextNEW SAN. SEWER

AutoCAD SHX TextFLOW

AutoCAD SHX TextINSIDE OF MANHOLE

AutoCAD SHX TextNON-SHRINK GROUT

AutoCAD SHX TextCONCRETE MANHOLE ADAPTER FERNCO (CMA) OR APPROVED EQUAL

AutoCAD SHX TextWALL PENETRATION TO BE CORE DRILLED IN A NEAT AND WORKMAN-LIKE MANNER

AutoCAD SHX TextBENCHWORK OF EXISTING MANHOLE TO BE MODIFIED TO PROVIDE A SMOOTH FLOW CHANNEL THROUGH THE MANHOLE.

AutoCAD SHX TextOUTSIDE OF MANHOLE

AutoCAD SHX TextSCALE:

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D2

D3

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101

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102 BUS GARAGE

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103

COMPNENT REPAIRROOM104

FORMAN OFFICE

101B

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101A

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LUBE ROOM

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MECH. ROOM

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PAINTS/ BATTERIES

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105

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"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

PROJECT LOCATION

1/8" = 1'-0"

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A0.1

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GENERAL DEMO NOTES:

A MAINTAIN EXG. STRUCTURAL STEEL, FLOOR, AND ROOF JOISTS AT ALL TIMES, EXCEPTWHERE NOTED. PROVIDE TEMORARY SHEETING AND SHORING AS REQUIRED FOREXCAVATIONS TO PROTECT THE EXG. STRUCTURE TO REMAIN. PROTECT THE EXG.STURCTURE SCHEDULED TO REMAIN FROM DAMAGE DURING DEMOLITION.

B CONTRACTOR RO PROVIDE PROTECTIVE BARRIER AT AREAS OF DEMOLITION. KEEP ALLEXITS FREE AND CLEAR AT ALL TIMES DURING DISTRICT OPERATIONS.

C THE OWNER RESERVES THE RIGHT TO RETAIN ANY REMOVED ITEMS AFTER CONTRACTORREMOVAL. THE CONTRACTOR SHALL REMOVE FROM THE SITE AND DIPOSE OF ALLREMOVED ITEMS THE OWNER DOES NOT WISH TO RETAIN.

D THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS CONTRACT WITH THE WORKOF OTHER NOTES.

E DIMENSIONS FOR ALL NEW OPENINGS IN EXG. CONSTRUCTION ARE TO BE COORIDNATEDWITH EXG. CONDITIONS IN THE FIELD.

F ITMES SHOWN ARE INTENDED TO GIVE APPROXIMATE QUNATITY, LOCATION, AND TYPE.THE CONTRACTOR IS RESPONSIBLE FOR VERFIYING ACTUAL QUANTITY AND EXG. FIELDCONDITIONS.

G CONTAMINATED SOILD MAY BE ENCOUNTERED DURING EXCAVATION. PROVIDE DISPOSALAND REPLACEMENT OF THESE SOIS AS PART OF ALLOWANCE.

H DEWATERING ACTIVITES ARE ANTICIPATED DURING EXCAVATION. REFER TO SECTION 3123 19.

I PATCH, REPAIR, PAINT, OR REFINISH EXG. CONSTRUCTION, MATERIALS, AND FINISHESDAMAGED DURING DEMOLITION OR NEW CONSTRUCTION.

DEMOLITION NOTES:

D1 REMOVE EXG. BUS LIFT AND SYSTEM COMPLETE, INCLUDING BUT NOT LIMITIED TO ALLPIPING, TANKS, PUMPS, AND EQUIP. REMOVE EXG. LIQUIDS FROM WITHIN PIT ANDDISPOSE OF PROPERLY. ASSUME 100 GALLONS OF LIQUD TOTAL (50 GAL. PER LIFT) ASPART OF BASE BID. DEMOLISH EXG. LIFT PIT WALLS AND FOUNDATION. DISCONNECT AND

REMOVE ALL ASSOCIATED WIRING BACK TO PANEL. REMOVAL OF EXG. LIFTS TO BEPHASED SUCH THAT (1) LIFT TO BE REMOVED AT A TIME.

D2 REMOVE EXG. BUS WASH SYSTEM IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ALLPIPING, TANKS, TIRE GUIDE RAILS, SUPPORTS AND RELATED ACCESSORIES ANDEQUIPMENT. DISCONNECT AND REMOVE ALL ASSOCIATED WIRING BACK TO PANEL.

D3 SAW CUT AND REMOVE EXG. CONCRETE SLAB TO EXTENTS SHOWN. REMOVE EXG. SUBBASE MATERIAL AS REQUIRED FOR INSTALATION OF NEW EQUIP. PROTECT EXG. TRENCHDRAIN SYSTEM TO REMAIN.

D4 REMOVE EXG. OIL/WATER SEPARATOR IN ITS ENTIRETY & INFILL.

D5 REMOVE EXG. OVERHEAD COILING DOOR COMPLETE, INCLUDING ALL FRAMES,HARDWARE, TRACK, AND ACESSORIES. DISCONNECT AND REMOVE ALL ASSOCIATEDELEC. WIRING BACK TO PANEL. PREPARE SURFACES FOR NEW MATERIALS.

D6 REMOVE EXG. FIBERGLASS SPLASH WALL. REMOVAL TO INCLUDE STEEEL SUPPORTSYSTEM. PATCH EXG. CONC. FLOOR SLAB TO MASTCH EXG. CONSTRUCTION.

D7 EXG. TRENCH DRAIN TO REMAIN.

D8 EXG. PARALLELGRAM LIFT & CONTROLS TO REMAIN.

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∅1

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SA

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PIT

(2'L

X 2

'W X

4'D

)

6025 SF

REPAIR BAYS101

2848 SF

WASH BAY102

838 SF

PARTS ROOM103

28935 SF

BUS GARAGE110

443 SF

COMPONENTREPAIR ROOM

104

231 SF

Room106

299 SF

LUBE ROOM108

109 SF

FORMANOFFICE101B

44 SF

T.R.101A

89 SF

ELEC. ROOM105

59 SF

PAINTS/BATTERIES107

100 SF

MECH. ROOM109

9

8

6

3

1

2

10

3

1

2

10

4

11

4

12

16

' - 0

"

5

7

8

7

7 7

7

13

5

8" 3" 8"#4 12'' O.C.#5 10'' O.C.

REUSE EXG. GRATEOR MATCH EXG.

ANGLE FRAME2LS 2X2X1/2

NEW CONC. SLAB ON GRADE

8 1/4"

DOWEL NEW CONC. INTOEXG. SEE STR. DETAIL

3/8

"3

7/8

"

EXG. STEEL LINTEL

V.I.F.

7 5/8"

EXG. MASONRY

COILING DOORMETAL RAIL CASING

GUIDE RAIL BEYOND

1 1/2" TOP HOOD BEAD

EXG. MASONRY

OVERHEAD COILING DOOR& TRACKS, PROVIDECLOSURE PIECES FORINFILL

V.I.F

.

7 5

/8"

NEW CONCRETE SLAB WIDTHSAW CUT TOP 11/2" TO PROVIDECLEAN EDGE TOFINISH NEW SLAB -TYPEXISTINGCONCRETE SLABON GRADE

NEW CONCRETESLAB ON GRADE

EXISTINGCONCRETE SLABON GRADE

#4x1'-6" LONG @ 24" O.C.DRILL6" INTO EXISTING SLAB ONGRADE MID-DEPTH - TYPICALAROUND PERIMETER

6x6-W1.4xW1.4 WWF

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PROJECT NO:

Copyright: 2017

BY:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

#D

ATE

:D

ESCRIP

TIO

N O

F REV

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N:

"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

PROJECT LOCATION

As indicated

7/2

7/2

01

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:58

:34

PM

A1.1

2940-002

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SCC

07/21/2017

1/8" = 1'-0"1

FIRST FLOOR PLAN

PLAN DRAWING NOTES:

1 NEW REINF. CONC, FOUNDATION OVER COMPACTED SUBGRADE AND RIGID INSULATION. COORDINATE WITH LIFTMANUF. DETAILS. SEE SECTION 14 45 00.

2 PROVIDE NEW HYDRAULIC-MECHANICAL IN GROUND LIFT. REFER TO SECTION 14 45 00.

3 PROVIDE NEW FLOOR MOUNTED LIFT CONTROLS. COORDINATE WITH LIFT MANUF. DETAILS. SEE SECTION 14 4500. EXACT LOCATION OF CONTROLS TO BE COORDINATED WITH OWNER.

4 PROVIDE NEW CONC. SLAB ON GRADE AS INDICATED BY HATCHED AREA. NEW SLAB SHALL BE DOWNED INTOEXISTING. SEE DETAIL X/XX

5 PROVIDE SANITARY CONNECTION FROM EACH IN-GROUND LIFT PIT TO EXG. TRENCH DRAIN SYS. SEE PLUMBINGDWG.

6 PROVIDE NEW GANTRY TYPE, ROLLOVER BUS WASH SYSTEM. REFER TO SECTION 11 14 00.

7 EXG. TRENCH DRAIN TO REMAIN

8 PROVIDE NEW "WASH IN USE" LIGHT AT REPAIR BAY SIDE OF DOOR. LIGHT SHALL BE INTER-CONNECTED TO WASHACTIVATION SYSTEM SUCH THAT LIGHT IS LIT WHEN WASH SYS. IS ACTIVATED.

9 SAW CUT EXG. CONC. SLAB FOR NEW UNDERCARRIAGE WASH AND COVER. SEE DETAIL 2/A1.1

10 PROVIDE 1/2'' COMPRESSED AIR LINE TO EACH LIFT CONTROL PODIUM. SEE PLUMBING DWGS.

11 EXG. PARALLELDGRAM LIFT CONTROLS TO REMAIN

12 PROVIDE NEW 12' X 14' ELECTRICALLY OPERATED OVERHEAD DOOR, SEE DETAILS 3,4/A1.1 & SECTION 08

13 PROVIDE EMBEDDED STEEL ANGLE NOSING @ PERIMETER OF LIFT PITS.

GENERAL NOTES:

A THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK REQUIRED TO IMPLEMENT TO WORK OF THE CONTRACT,REGARDLESS OF WHETHER SPECIFICALLY INDICATED OR NOT, UNLESS NOTED OTHERWISE.

B THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISITNG CONDITIONS IN FIELD BEFORE COMMENCINGANY WORK AND NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPENCIES ARE FOUND.

C THE CONTRACTOR SHALL COORIDNATE THE WORK OF THIS CONTRACT WITH THE WORK OF THE OTHERTRADES.

D MAINTAIN ALL EXISITNG FIRE SEPERATIONS.

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

DETAIL 1 1 1/2" = 1'-0"

3DOOR HEAD DETAIL @ CMU COILING DOOR

1 1/2" = 1'-0"4

DOOR JAMB DETAIL @ CMU WALL COILING DOOR

NTS5

NEW INFILL @ EXG. SLAB ON GRADE

GAS FIRED UNIT HEATER SCHEDULE

MANUFACTURER &MODEL

GAS INDIRECT FIRED

LOCATIONUNIT NO. COMBUSTION TYPE SUPPLY CFM MAX INPUT (BTUH)GAS PRESSURE

REQUIRED (IN WC)FLUE DIAMETER

(IN)INTAKE

DIAMETER (IN)MAX OUTPUT (BTUH)

ELECTRICAL

V/PH/HZ MCA MOCPFAN RPM NOTES

GUH-1 BUS WASH MODINE HDC-125 1500 125,000 102,500 5-14 4 4 115/1/60 14.5 28 1100 1, 2, 3, 4, 5

NOTES:

1. INCORPORATE CONDENSATE DRAIN INTO VENT PIPING. PROVIDE FACTORY OPTION CONCENTRIC ADAPTOR BOX, INSTALL PER MANUFACTURER'S INSTRUCTIONS.

2. DISCONNECT SWITCH PROVIDED BY E.C.

3. HANG UNIT ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

4. PROVIDE 24V THERMOSTAT.

5. ADD 30 DEGREE DEFLECTION HOOD.

1

4" COMBUSTIONAIR INTAKEPROVIDE WIRE

MESH SCREEN

4" FLUE UPTHROUGH ROOF

VD

D1

D1

D2

EXG 3"GAS LINE

GUH-1

1/2"

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PROJECT NO:

Copyright: 2015

BY:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

KEY PLAN

#D

ATE

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N O

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N:

"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

B

DA

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UP

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1/8" = 1'-0"

7/1

4/2

01

7 3

:52

:52

PM

H1.1

XXXX XXX

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XX

XX

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XX

XX

XX

XX

XX

KTK

JDG

PROJECT DATE XXXXXX

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XX

XX

XX

XX

1/8" = 1'-0"2

BUS WASH HVAC PLAN

GENERAL NOTES -MECHANICAL_REFER TO HS-H0.1.

1/8" = 1'-0"1

BUS WASH DEMOLITION PLAN

1/8" = 1'-0"3

BUS WASH PIPING PLAN

DEMOLITION NOTES - MECHANICAL

D1 REMOVE EXISTING RADIATION HEATING SYSTEM INITS ENTIRETY. REMOVEOUTSIDE AIR INTAKE AND FLUE THROUGH ROOF AND PATCH.

D2 REMOVE EXISTING 12x12 DUCT BACK TO POINT INDICATED.

CONSTRUCTION NOTES - MECHANICAL

1 PROVIDE NEW 12x12 DUCT WITH BIRD SCREEN. BALANCE TO 790 CFM.

ST

ST

ST

ST

EXG. 8" BURIED WATERFOR FIRE SUPPRESSIONTO REMAIN

CA

CA

CA

CA

CA

D1 D2

D2

D3

EXG. 8" BURIED DRAIN PIPINGTO REMAIN

D4

D4

D5

D6

EXG. 4" GASTO REMAIN D7

EXG. DOUBLE CHECKFIRE SUPPRESSIONBACKFLOW PREVENTIONDEVICE TO REMAIN

EXG. ELEVATED 4" CWTO REMAIN

D1

EXG. 8" BURIED DRAIN PIPINGTO REMAIN

EXG. 4" BURIED DRAIN PIPINGTO REMAIN

EXG. FLOOR CLEANOUTTO REMAIN

EXG. FLOOR CLEANOUTTO REMAIN

CA CA

EXG. 1-1/2" COMPRESSED AIR, CA,TO REMAIN

EXG. 1-1/2" COMPRESSED AIR, CA,TO REMAIN

EXG. TRENCH DRAINTO REMAIN(TYP. 3)

CA CA

EXG. 1-1/2" COMPRESSED AIR, CA,TO REMAIN

EXG. 6" BURIED WATER FOR BUILDINGTO BE ABANDONED IN PLACE

CA

CA

D4

D8

D8

D9 D9

D10

D11

EXG. 1" CWTO REMAIN

EXG BURIED STORMTO REMAIN

D11

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PROJECT NO:

Copyright: 2017

BY:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

#D

ATE

:D

ESCRIP

TIO

N O

F REV

ISIO

N:

"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

1/8" = 1'-0"

7/1

8/2

01

7 1

:47

:42

PM

P0.1

2940-002

FL

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XX

XX

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1/8" = 1'-0"1

FLOOR DEMOLITION PLAN

GENERAL NOTES - PLUMBING

A THIS DRAWING IS INTENDED TO SHOW THE GENERAL SCOPE OF ITEMS TO BEREMOVED. IT IS NOT INTENDED TO BE ALL INCLUSIVE. THE CONTRACTOR SHALLFIELD VERIFY ALL ITEMS TO BE REMOVED. ANY ITEM IN QUESTION SHOULD BEVERIFIED WITH ENGINEER PRIOR TO REMOVAL.

B THE OWNER RESERVES THE RIGHT TO RETAIN ANY REMOVED ITEMS AFTERREMOVAL BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE FROM THESITE AND PROPERLY DISPOSE OF ALL REMOVED ITEMS THE OWNER DOES NOTWISH TO RETAIN.

C PRIOR TO CONSTRUCTION AND INSTALLATION OF NEW WORK, THE CONTRACTORSHALL FIELD VERIFY ALL EXISTING CONDITIONS (FRAMING, ELECTRICAL, PLUMBING,HVAC, ETC.). NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS THAT REQUIREMODIFICATION TO NEW PLUMBING SYSTEM INSTALLATION.

D THE CONTRACTOR TO REINSULATE ALL PORTIONS OF EXISTING PLUMBING SYSTEMDISTURBED DURING INSTALLATION OF NEW PIPING.

E THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW FLOOR OPENINGS,EXCAVATIONS OF EXISTING SUBSTRATES AND WALL PENETRATIONS TO INSTALLNEW PIPING. ALL PIPE PENETRATIONS THROUGH WALLS AND FLOORS WILL BESEALED WITH FIRE-STOPPING.

F THE CONTRACTOR WILL BE RESPONSIBLE FOR PATCHING AND SEALING ALLDISTURBED SUBSTRATE TO EXISTING FINISHES.

G COORDINATE ALL NEW ROOF PENETRATIONS.

H THE CONTRACTOR TO PROVIDE IDENTIFICATION TO PLUMBING PIPING AND TAGS TOPLUMBING VALVES. REFER TO SPECIFICATION SECTION 22 05 53.

I FLOOR DRAIN SHALL BE PROVIDED WITH P-TRAP.

J THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL SCOPE OF ITEMS IN NEWWORK. IT IS NOT INTENDED TO BE ALL INCLUSIVE. ANY ITEM IN QUESTIONSHOULD BE VERIFIED WITH ENGINEER.

K ALL COLD WATER PIPING SHALL BE PROVIDED WITH SHUTOFF VALVE ON BRANCHPIPING.

L PROVIDE 2 INCH BURIED VENT PIPING TO FLOOR SINK BURIED PIPING.

DEMOLITION NOTES - PLUMBING

D1 REMOVE DOMESTIC WATER BACKFLOW PREVENTION DEVICE AND WATER METERSET IN ITS ENTIRETY. REMOVE INCOMING 6 INCH COLD WATER PIPING FROMBACKFLOW PREVENTION DEVICE DOWN TO BELOW SUBSTRATE AND CAP.REMOVE OUTGOING COLD WATER PIPING FROM BACKFLOW PREVENTION DEVICE

UP TO POINT INDICATED ON ELEVATED 4 INCH COLD WATER PIPING. RETAINREMAINING ELEVATED 4 INCH COLD WATER PIPING FOR USE IN NEWCONSTRUCTION.

D2 REMOVE ELEVATED 1-1/2 INCH CORRODED COMPRESSED AIR, CA, PIPING IN ITSENTIRETY BETWEEN POINTS INDICATED AT FITTING LOCATION. RETAIN REMAININGELEVATED 1-1/2 INCH COMPRESSED AIR PIPING/FITTINGS FOR USE IN NEWCONSTRUCTION.

D3 REMOVE OIL INTERCEPTOR IN ITS ENTIRETY AND DISCONNECT BURIED 8 INCHDRAIN PIPING. TRENCHING REQUIRED. RETAIN REMAINING BURIED 8 INCH DRAINPIPING FOR USE IN NEW CONSTRUCTION.

D4 DISCONNECT AND REMOVE COLD WATER PIPING FROM BUS WASH SYSTEM BACKTO POINT INDICATED ON ELEVATED 4 INCH COLD WATER PIPING. RETAINREMAINING ELEVATED 4 INCH COLD WATER PIPING FOR USE IN NEWCONSTRUCTION.

D5 DISCONNECT ELEVATED 1 INCH COLD WATER PIPING, FOR EXTERIOR HYDRANT,FROM ELEVATED 4 INCH COLD WATER PIPING. RETAIN REMAINING ELEVATED 1INCH COLD WATER PIPING FOR USE IN NEW CONSTRUCTION.

D6 REMOVE NON-WORKING EXTERIOR HYDRANT AND DISCONNECT COLD WATERPIPING. RETAIN REMAINING COLD WATER PIPING FOR USE IN NEW CONSTRUCTION.

D7 FIELD LOCATE EXISTING BURIED 6 INCH COLD WATER PIPING AND EXPOSE FOR USEIN NEW CONSTRUCTION FOR REDUCED PRESSURE ZONE ASSEMBLIES.APPROXIMATE LOCATION SHOWN. TRENCHING REQUIRED.

D8 TRENCH LOCATION REQUIRED FOR USE IN NEW CONSTRUCTION. TRENCHLOCATION SHOWN ON DRAWING IS FOR REFERENCE ONLY AND SHALL NOT BESCALED. CONTRACTOR TO TRENCH AS REQUIRED AND SHALL DETERMINEREQUIRED TRENCH WIDTH AND DEPTH NEEDED TO OBTAIN PROPER SLOPE TO

INSTALL NEW PLUMBING PIPING.

D9 DISCONNECT PIPING, AS NEEDED, AT POINTS INDICATED AND RAISE PIPINGAPPROXIMATELY 3 FEET TO AVOID INTERFERENCE WITH NEW BUS WASH SYSTEM.MATCH EXISTING PIPE SIZE.

D10 REMOVE ABANDONED PIPING BACK TO WALL AND CAP.

D11 REMOVE DRAIN PIPING IN ITS ENTIRETY FROM LIFT BACK TO POINT INDICATED ONBURIED DRAIN PIPING. RETAIN REMAINING BURIED DRAIN PIPING FOR USE IN NEWCONSTRUCTION

PROJECT LOCATION

REPAIRBAYS

101

MECH.ROOM

109

PAINTS/BATTERIES

107

ELEC.ROOM

105

LUBEROOM

108

Room

106

COMPONENTREPAIRROOM

104

T.R.

101A

FORMANOFFICE

101B

4

P1.1

8"DRAIN

EXG. 8" BURIED DRAIN PIPING EXG. 8" BURIED DRAIN PIPING EXG. 4" BURIED DRAIN PIPING

EXG. FLOOR CLEANOUT EXG. FLOOR CLEANOUT

EXG. TRENCH DRAIN(TYP. 3)

4"

6" DRAIN

RPZ-1

RPZ-2

1

4"

FS-1

FS-1

BUSGARAGE

110

WASH BAY

102

1

2

3

3

2" BURIEDVENT

2" BURIEDVENT

2" VENT UP

2" BURIEDVENT

2" BURIEDVENT

2" VENT UP2" VENT UPTO 3" VTR

10

CO-1

ST

ST

ST

ST

EXG BURIED STORM

4"

FS-1

FS-1

2" BURIEDVENT

2" BURIEDVENT

CO-1

BUSGARAGE

110

REPAIRBAYS

101

MECH.ROOM

109

PAINTS/BATTERIES

107

ELEC.ROOM

105

LUBEROOM

108

Room

106

COMPONENTREPAIRROOM

104

T.R.

101A

FORMANOFFICE

101B

PARTSROOM

103

CA

CA

CA

CA

CA

EXG. 4" GAS

EXG. DOUBLE CHECKFIRE SUPPRESSIONBACKFLOW PREVENTIONDEVICE

4

P1.1

M

EXG. 1-1/2" COMPRESSED AIR, CA,

EXG. 8" BURIED WATERFOR FIRE SUPPRESSION

EXG. 6" BURIED WATER FOR BUILDINGTO BE ABANDONED IN PLACE

EXG. DOUBLE CHECKFIRE SUPPRESSIONBACKFLOW PREVENTIONDEVICE

CA CA

EXG. 1-1/2" COMPRESSED AIR, CA,

6" WATER

RPZ-1

RPZ-2

CA

CA

RAISED PIPING

EXG. ELEVATED 4" CW

4" CW

1" CW

4" CW

HYD-1

WASH BAY

102

4

4

6" WATER RISER LOCATION

EXG. 1" CW

5

5

NEW 1-1/2" COMPRESSED AIR, CA,

6

7

CA

CA

9

1/2" COMPRESSED AIR, CA,ROUTED HIGH

10

CA

CA CA

NEW 3/4" COMPRESSED AIR, CA,

11

1/2" CA DOWN

3/4" COMPRESSED AIR, CA,ROUTED HIGH

CONTROL PANELSHOWN FOR REFERENCE ONLY

M

30" (RPZ-1)

60" (RPZ-2)

AIR GAP

RPZ-1

RPZ-2

PROVIDE 2" WATER METER WITH REDUCERS

4" CW

6" BURIED WATER

ISOLATION VALVE(TYP.)

FLOOR

AIR GAP

4" CW UP AND CONNECT TOEXG. ELEVATED 4" CW

RPZ-1 AND RPZ-2 TO BE INSTALLED TO MAINTAIN 8 INCHESCLEAR SPACE FROM REAR OF UNIT TO NEAREST OBSTRUCTION,30 INCHES CLEAR SPACE IN FRONT OF UNIT TO NEAREST OBSTRUCTION,12 INCHES CLEAR SPACE ABOVE UNIT TO NEAREST OBSTRUCTION.

MAINTAIN MINIMUM 18 INCHES BETWEEN RELIEF VALVE AND FLOOR

EXG. FIRE SUPPRESSIONBACKFLOW PREVENTION 2"

PROVIDE 6" DRAIN TO EXTERIOR

4"

2"

8

COMBINATION FILTER REGULATOR / LUBRICATOR WITHADJUSTABLE RANGE AND WITH AUTOMATIC DRAIN,SIMILAR TO MODEL MANUFACTURED BY SPEEDAIRE

MANUAL BLOW-OFF

1/2" COMPRESSED AIRFROM ABOVE.REFER TO DRAWING 2/BGP1.1FOR CONTINUATION OF PIPING

FILTER REGULATORWITH DRAIN

1/2" COMPRESSED AIRFOR BUS WASH SYSTEMAND BUS LIFT

LUBRICATORWITH DRAIN

911

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PROJECT NO:

Copyright: 2017

BY:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

#D

ATE

:D

ESCRIP

TIO

N O

F REV

ISIO

N:

"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

N.T.S.

7/1

8/2

01

7 1

:47

:45

PM

P1.1

2940-002

PA

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1/8" = 1'-0"1

PARTIAL FLOOR SANITARY PLAN

1/8" = 1'-0"2

PARTIAL FLOOR DOMESTIC PLAN

GENERAL NOTES - PLUMBING_REFER TO P0.1.

CONSTRUCTION NOTES - PLUMBING

1 PROVIDE 6 INCH ABOVE GRADE DISCHARGE PIPING FROM AIR GAP FITTING FORRPZ-1 AND RPZ-2 AND ROUTE TO BUILDING EXTERIOR ENDING WITH DOWNWARDFACING 45 DEGREE FITTING, #24 MESH NON-CORRODIBLE RODENT SCREEN WITHFLAP VALVE.

2 PROVIDE 8 INCH DRAIN PIPING AND CONNECT TO EXISTING 8 INCH BURIED DRAINPIPING AT POINTS INDICATED.

3 PROVIDE 4 INCH BURIED DRAIN PIPING FROM FLOOR SINK, FS-1, LOCATED IN BUSLIFT AREAS AND CONNECT TO EXISTING 4 INCH BURIED DRAIN PIPING AT POINTINDICATED. COORDINATE LOCATION OF FLOOR SINKS WITH BUS LIFTMANUFACTURER. PROVIDE 2 INCH BURIED VENT PIPING AND ROUTE UP TO 3 INCH

VENT THROUGH ROOF PIPING.

4 PROVIDE 6 INCH BURIED WATER PIPING FROM EXISTING 6 INCH BURIED WATERPIPING AT POINT INDICATED AND ROUTE UP TO RPZ-1 AND RPZ-2. REFER TODRAWING 4/BG-P1.1 FOR PIPING SCHEMATIC. TRENCHING REQUIRED.

5 PROVIDE ELEVATED 1-1/2 INCH COMPRESSED AIR, CA, PIPING BETWEEN POINTSINDICATED AND CONNECT TO EXISTING FITTING LOCATION.

6 PROVIDE EXTERIOR HYDRANT, HYD-1, AND CONNECT TO EXISTING COLD WATERPIPING. SEAL HYDRANT TO BUILDING EXTERIOR.

7 PROVIDE ELEVATED 1 INCH COLD WATER PIPING, FOR EXTERIOR HYDRANT, ANDCONNECT TO ELEVATED 4 INCH COLD WATER PIPING.

8 BUS WASH MANUFACTURER TO PROVIDE ALL PIPING AND CONNECTIONS REQUIREDFROM 2 INCH REDUCED PRESSURE ZONE, RPZ-2, PIPING TO BUS WASH SYSTEM.

9 BUS WASH MANUFACTURER TO PROVIDE ALL PIPING AND CONNECTIONS REQUIREDFROM 1/2 INCH COMPRESSED AIR, CA, PIPING TO BUS WASH SYSTEM.COORDINATE LOCATION OF COMPRESSED AIR PIPING WITH BUS WASHMANUFACTURER. REFER TO DRAWING 3/BG-P1.1 FOR FILTER/REGULATOR PIPING

SCHEMATIC. COMPRESSED AIR PIPING TO BE ROUTED AS HIGH AS POSSIBLE TOAVOID INTERFERENCE WITH BUS WASH SYSTEM.

10 TRENCH LOCATION REQUIRED FOR USE IN NEW CONSTRUCTION. TRENCHLOCATION SHOWN ON DRAWING IS FOR REFERENCE ONLY AND SHALL NOT BESCALED. CONTRACTOR TO TRENCH AS REQUIRED AND SHALL DETERMINEREQUIRED TRENCH WIDTH AND DEPTH NEEDED TO OBTAIN PROPER SLOPE TO

INSTALL NEW PLUMBING PIPING.

11 PROVIDE 2 INCH PVC PIPING WITH WIDE BEND RADIUS STREET ELBOWS ATCOMPRESSED AIR LOCATION AND ROUTE BURIED PVC PIPING UP INTO BUS LIFTCONTROL PANEL TO APPROXIMATELY 18 INCHES ABOVE FINISHED FLOOR.COORDINATE LOCATION WITH BUS LIFT MANUFACTURER. PROVIDE 1/2 INCH

COMPRESSED AIR, CA, PIPING DOWN TO FILTER/REGULATOR ASSEMBLY. PROVIDE1/2 INCH COMPRESSED AIR PIPING FROM FILTER/REGULATOR ASSEMBLY ANDROUTE DOWN IN 2 INCH BURIED PVC PIPING. COORDINATE LOCATION OF

COMPRESSED AIR PIPING IN CONTROL PANEL WITH BUS LIFT MANUFACTURER.REFER TO DRAWING 3/BG-P1.1 FOR FILTER/REGULATOR PIPING SCHEMATIC.

N.T.S.4

DOMESTIC WATER PIPING SCHEMATIC

N.T.S.3

COMBINATION FILTER REGULATOR, LUBRICATOR SCHEMATIC

PLUMBING FIXTURE SCHEDULENO. TYPE MFG/MODEL TRIM REMARKS

CO-1 CLEANOUT, FLOOR ZURN:Z1400 (4")

ADJUSTABLE TOP PROVIDE POLISHED BRONZE TOP. NOTE A.

FS-1 FLOOR SINK,WITH SUMP RECEPTOR

ZURN:Z1749 (4")

COORDINATE LOCATION WITH BUS LIFT NOTE A.

HYD-1 HYDRANT, EXTERIOR WALL MOUNT ZURN:Z1310 (3/4")

INTEGRAL ANTI-SIPHON, NON-FREEZE LEAD FREE.

RPZ-1 REDUCED PRESSURE ZONEBACKFLOW PREVENTER ASSY.(DOMESTIC WATER)

WATTS:LF909OSY-S (4") WITH STRAINER(OUTSIDE STEM & YOKE)

PROVIDE WATTS AIRGAP FITTING MODEL 909AG-K PROVIDE LEAD FREE ASSEMBLY. INSTALL IN ACCORDANCE WITH NEW YORK STATEDEPARTMENT OF HEALTH CROSS CONNECTION STANDARD.

RPZ-2 REDUCED PRESSURE ZONEBACKFLOW PREVENTER ASSY.(BUS WASH SYSTEM WATER)

WATTS:LF909QT-S (2") WITH STRAINER(OUTSIDE STEM & YOKE)

PROVIDE WATTS AIRGAP FITTING MODEL 909AG-F PROVIDE LEAD FREE ASSEMBLY. INSTALL IN ACCORDANCE WITH NEW YORK STATEDEPARTMENT OF HEALTH CROSS CONNECTION STANDARD.

A. VERIFY LOCATION OF FLOOR CLEANOUT / FLOOR SINK AND APPLY CORRECT APPLICATION.

PROJECT LOCATION

ELECTRICAL DEMOLITION KEYNOTES

1. REMOVE BAY #9 LIFT CIRCUIT FROM THE OPERATOR IN THE FLOOR BACK TO THE MANUALMOTOR STARTER. LABEL CIRCUIT AT STARTER WITH SOURCE AND DESIGNATE AS SPAREON MANUAL STARTER AND BACK AT PANELBOARD.

2. REMOVE BAY #11 STARTER AND CIRCUIT (PANEL A) TO THE OPERATOR. REMOVE LINESIDE CONDUCTORS BACK TO PANEL A. KEEP LINE SIDE CONDUIT INTACT TO EXTEND TONEW CONSOLE TYPE LIFT CONTROLLER.

3. REMOVE OVERHEAD DOOR 480V CIRCUIT AS REQUIRED TO FACILITATE EXTENSION TONEW ROLL UP DOOR. ALSO REMOVE CONDUIT AND WIRING TO PUSHBUTTON OPERATORNEXT TO DOOR.

4. REMOVE BUS WASH 480V CIRCUIT (PANEL A). KEEP CONDUIT INTACT AS REQUIRED TOEXTEND TO NEW BUS WASH BLOWER SYSTEM.

5. REMOVE CO RAY VAC CONTROL CIRCUIT (PANEL B) TO FACILITATE REMOVAL OF CO RAYVAC SYSTEM. KEEP CONDUIT INTACT TO EXTEND TO NEW GUH-1.

BUS WASH

BOLD STRIKETHROUGH INDICATES CIRCUIT TO BE DEMOLISHED

BUS LIFT #11

BUS LIFT BAY 10

MOHAWK MOBILE LIFT

SPARE

TIRE CHANGER

DRILL PRESS & BENCH GRINDER

AIR COMPRESSOR

VACUUM SYSTEM

POWER PANEL SCHEDULE - DEMOLITION

DESIGNATION: PANEL A

LOCATION: ELECTRIC ROOM

FRAME: ???????

MAIN BREAKER: MLO

DESIGNATION

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

40

BKR. TRIP CKT.

A

B

5

7

9

11

13

15

17

19

25 21

23

25

15 27

29

31

15 33

35

37

ADDITIONAL INFO:

125 39

41

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

/POLES NO. PHASE NO.

1 2

3 4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

15

30

30

15

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

10075 KVA TRANSFORMER AND PANEL

ON MEZZANINE

STYLE: CUTLER HAMMER PRL3

SERVICE: 480/277V, 3PH, 4W

MOUNTING: SURFACE

FEED: ??????

CKT. BKR. TRIP DESIGNATION

/POLES

Unit ID Description

LIFT 9 BUS LIFT BAY # 9

LIFT 11 BUS LIFT BAY # 11

BS

BP

BW

GUH-1

NOTE:

1. POWER FEED SHALL DROP DOWN COLUMN, ENTER TRENCH, AND STUB UP INTO BOTTOM OF LIFT CONTROLLER.

2. REUSE EXISTING CONDUIT FROM PANEL A TO FORMER LIFT CONTROL LOCATION. SEE DEMO NOTE 2.

3. REUSE CONDUIT FROM PANEL B TO FOREM CO RAY VAC CONTROLLER. SEE DEMO NOTE 5.

Location

GARAGE BAY 9

GARAGE BAY 11

BUS WASH AIR BLOWER SYSTEM WASH BAY

BUS WASH BOOSTER PUMP WASH BAY

BUS WASH CONTROL PANEL WASH BAY

GAS UNIT HEATER WASH BAY

POWER OUTLET SCHEDULE

480 3 16.6 A PANEL A

480 3 16.6 A PANEL A

480 3 13.7 A PANEL A

120 1 13.7 A PANEL B

Volt Phase Load Feeder Breaker / Fuse

30/3

30/3

480 3 112 A PANEL A EXISTING 125/3

480 3 2 HP PANEL A EXISTING 15/3

20/3

Wire/Conduit

3#10, 1#10G - 3/4"C

3#10, 1#10G - 3/4"C

3#1, 1# 6G - 1.5"C

3#12, 1#12G - 3/4"C

3#12, 1#12G - 3/4"CEXISTING 20/1 2#12, 1#12G - 3/4"C

Control Type Remarks

NOTE 1

NOTE 1, 2

NOTE 3

BUS WASH UNDERCARRIAGE

WASH PUMP

BUS WASH BLOWER SYSTEM

BOLD INDICATES NEW

SPARE

20BUS WASH CONTROLLER

(GANTRY)

RECPTS- NEW KINDERGARTEN

002BUS LIFT BAY 10

MOHAWK MOBILE LIFT

TIRE CHANGER

DRILL PRESS & BENCH GRINDER

AIR COMPRESSOR

VACUUM SYSTEM

POWER PANEL SCHEDULE

DESIGNATION: PANEL A

LOCATION: ELECTRIC ROOM

FRAME:

MAIN BREAKER: MLO

DESIGNATION

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

40

BKR. TRIP B CKT.

A

B

5

7

9

11

13

15

17

19

25 21

23

25

15 27

29

31

15 33

35

37

ADDITIONAL INFO:

125 39

41

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

/POLES NO. PHASE NO.

1 2

3 4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

15

30

30

15

SPACE

SPACE

SPACE

10075 KVA TRANSFORMER AND PANEL

ON MEZZANINE

STYLE: CUTLER HAMMER PRL3

SERVICE: 480/277V, 3PH, 4W

MOUNTING: SURFACE

FEED:

CKT. BKR. TRIP DESIGNATION

/POLES

12

3

4

5

A

B

BS

BW

BP

L-11 L-9

A

B

1

22

GUH-13

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PROJECT NO:

Copyright: 2017

BY:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

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"Unauthorized Alteration Or Addition To PlansBearing A Licensed Engineer's or ArchitectsSeal, Is A Violation of Section 7209 Of The

New York State Education Law."

1/8" = 1'-0"

E1.0

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7/21/17

1/8" = 1'-0"1

PARTIAL FIRST FLOOR ELECTRICAL DEMOLITION PLAN

1/8" = 1'-0"2

PARTIAL FIRST FLOOR POWER PLAN

ELECTRICAL KEYNOTES

1 BUS WASHER IN USE INDICATOR LIGHT. EDWARDS 248LEDMA120 WITH TOP COVER AND BASE MOUNTABOVE DOOR AND WIRE BACK TO WASH BAY CONTROL PANEL USING #14AWG IN 1/2" C. PROVIDEPLACARD WITH 3/4" LETTERS "BUS WASHER IN USE".

2 EXTEND BUS LIFT FEED CONDUIT TO FLOOR TRENCH AND UP INTO BOTTOM OF CONTROLLER.

3 120V SEPARATOR CONTROL PANEL. CONNECT TO RECEPTACLE CIRCUIT.

A0-1 - FIRST FLOOR DEMO PLANA1-1 - FIRST FLOOR PLANCOVERE1-0 - ELECTRICAL PLANG1-1 - SYMBOLS & ABBREVIATIONSH1-1 - BUS WASH MECHANICAL PLANSL1.1 - OIL-WATER SEPARATOR PLAN AND DETAILSP0-1 - FLOOR DEMOLITION PLANP1-1 - PARTIAL FLOOR PLANS, SCHEMATICS & SCHEDULE