JULY 21, 2017 HUNT NO. 2940-002 COVER G1.1 SYMBOLS AND ABBREVIATIONS SITE L1.1 OIL-WATER SEPARATOR PLAN AND DETAILS ARCHITECTURAL A0.1 FIR ST FLOOR DEMOLITION PLAN A1.2 EXTERIOR ELEVATIONS, DOOR & WINDOW SCHEDULES MECHANICAL H1.1 BUS WASH MECHANICAL PLANS PLUMBING P0.1 FLOOR DEMOLITION PLAN P1.1 PARTIAL FLOOR PLANS, SCHEMATICS & SCHEDULE ELECTRICAL E1.0 ELECTRICAL PLAN LOCATION MAP
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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
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
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W
M
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F
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SSSLV
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OCS
TV
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P1-1
F B
BP
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WAP
W
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S
S
VC
C S
C
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PROJ
INTERACTIVE BOARD
A V
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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
100ROOM NAME, NUMBER, &APPROXIMATE AREA
#
A3.1
#
A3.1
#
A4.1
BUILDING SECTION CALLOUT
WALL SECTION/ DETAILSECTION
INTERIOR ELEVATION CALLOUT
EXTERIOR ELEVATION CALLOUT
A5.1 2
1
4
31
A3.1
#
A5.1
A
CL
DETAIL/TITLE NUMBER
COLUMN GRID LINE
CUT LINE
MATCH LINE
CENTERLINE
ELEVATIONINDICATOR
FIN. 1ST FLOOR0'-0"
845.75'
000N
100-A
100-1
1A
D1
3
G
1
FEC
RD
V
CASEWORK NUMBER & TYPE -REFER TO CASEWORK SCHEDULE
WINDOW NUMBER
DOOR NUMBER
WALL PARTITION TYPE
DEMOLITION KEYNOTE
DRAWING KEYNOTE
MARKERBOARD AND TACKBOARDTYPES
TOILET ACCESSORY TAG
FIRE EXTINGUISHERCABINET
ELEVATION MARK ORCOORDINATE POINT
ROOF DRAIN
SLOPE
VENT PIPE
EXHAUST HOOD
EXISTING WALL/ CONSTRUCTIONTO REMAIN
DEMOLITION WORK
NEW MASONRY WALLCONSTRUCTION
NEW STUD WALL CONSTRUCTION
EARTH/COMPACT FILL
POROUS FILL/GRAVEL
CONCRETE/ STRUCTURAL CONCRETE
SAND/ ARCHITECTURAL PRECAST CONCRETE
CONCRETE MASONRY
BRICK/BRICK PAVERS
STEEL
FINISH WOODWORK
NOMINAL CUT LUMBER, CONTINUOUS BLOCKING
BLOCKING SHIM
PLYWOOD/ PARTICLEBOARD
PLASTIC/ SOLID SURFACE
BATT INSULATION
RIGID INSULATION
FIREPROOFING
GLAZING
LATH AND PLASTER
CARPET
TERRAZZO
CERAMIC TILE - SECTION
GYPSUM WALL BOARD
AIR
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PROJECT NO:
Copyright: 2017
BY:
DRAWN BY:
CHECKED BY:
DATE:
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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."
12" = 1'-0"
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G1.1
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CONCRETE SANITARY MANHOLE DETAIL
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TYPICAL SANITARY SEWER TRENCH DETAIL
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SANITARY MANHOLE COVER DETAILS
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OIL/WATER SEPARATOR DETAIL
5
EXISTING SANITARY MANHOLE CONNECTION DETAIL
4
OIL/WATER SEPARATOR PLAN
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L1.1
OIL
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PLA
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S
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EXISTING SANITARY SEWER PIPING TO REMAIN
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EXISTING BLOCK MH TO REMAIN SEWERID - MH2043 RIM ELEV. = 388.96 FT INV ELEV. = 383.94 FT
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EXISTING CONCRETE MH TO BE REMOVED IN ITS ENTIRETY SEWERID - MH2042 RIM ELEV. = 391.28 FT INV ELEV. = 384.19 FT
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EXISTING 8" DIA. SANITARY SEWER PIPING TO BE REMOVED IN ITS ENTIRETY
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EXISTING 8" DIA. SANITARY SEWER PIPING TO REMAIN
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EXISTING 8" DIA. SANITARY SEWER PIPING TO REMAIN
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PROVIDE NEW 4' DIA. CONCRETE MANHOLE
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PROVIDE NEW 350 GALLON HIGHLAND TANK OIL/WATER SEPARATOR INFLUENT INV ELEV. = 384.19 EFFLUENT INV ELEV. = 383.69
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PROVIDE NEW 8" DIA. SDR 35 PVC SANITARY SEWER PIPING
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EXISTING 12" DIA. DECIDUOUS TREE TO BE REMOVED IN ITS ENTIRETY
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EXISTING 4" DIA. SEWER TO BE CONNECTED TO NEW MANHOLE
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ELEVATION
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END VIEW
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PLAN
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DATE:
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DATE :
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CHECKED BY :
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DRAWN BY :
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PROJECT NO:
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DESCRIPTION OF REVISION:
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BY:
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Copyright:
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"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."
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JULY 14, 2017
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2017
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2940-002
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N.T.S.
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PRECAST 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.
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PRECAST CONCRETE RISER SECTION. ASTM C 478 SPEC. LATEST REVISION
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MANHOLE STEPS CAST IN PLACE @ 12" O.C.
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PRECAST CONCRETE MONOLITHIC BASE SECTION ASTM C 478 SPEC. LATEST REVISION.
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INSTALL FLEXIBLE MANHOLE CONNECTORS AS PER MANUFACTURERS INSTRUCTIONS
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PRECAST 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.
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CONCRETE MORTAR OUTSIDE OF FRAME ALL THE WAY AROUND
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CAST IRON FRAME AND COVER (FIELD VERIFY TOP ELV. PRIOR TO ORDERING MANHOLES) NEENAH FOUNDRY R-1556, SYRACUSE CASTINGS 1009 OR EQ.
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ALL 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.
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RUBBER O-RING GASKET JOINT. ASTM C 443 SPEC. LATEST REVISION. FILL ALL INTERIOR AND EXTERIOR JOINTS WITH NON-SHRINK GROUT AND STRIKE FLUSH.
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CONCRETE 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.
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PROVIDE 8" LEVELING COURSE BENEATH BASE WITH NYSDOT #1 & #2 CRUSHED STONE ITEM 703.02 COMPACTED TO 95% DENSITY (MIN.) ASTM D-1557
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SURFACE RESTORATION AS PER PLAN AND TYPICAL SECTIONS.
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1'-0"
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6" MIN
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6"
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6"
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%%uPAVED
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6" MIN
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1'-0"
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%%ULAWN
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PAVEMENT
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GRANULAR 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
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UNCLASSIFIED FILL PLACED IN 6" (MAX.) LIFTS & COMPACTED TO 95% MIN. DENSITY ASTM A-1557.
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WARNING TAPE
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NYSDOT #1 & #2 CRUSHED STONE (ITEM 703.02)
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NOTE: ALL TRENCHING SHALL CONFORM TO O.S.H.A. STANDARDS.
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OUTSIDE DIAMETER OF PIPE (O.D.)
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SDR-35 SAN. SEWER CONFORMING TO ASTM D-3034 WITH RUBBER GASKET JOINTS CONFORMING TO ASTM D-3212 AND ASTM F-477
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TOPSOIL, SEED & MULCH.
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NOTE: : 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.
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NEENAH FOUNDRY 1556 SYRACUSE CASTING 1009 OR APPROVED EQUAL
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PROVIDED 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
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GENERAL 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
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SANITARY 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.
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%%UNOTE:
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NEW SAN. SEWER
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FLOW
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INSIDE OF MANHOLE
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NON-SHRINK GROUT
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CONCRETE MANHOLE ADAPTER FERNCO (CMA) OR APPROVED EQUAL
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WALL PENETRATION TO BE CORE DRILLED IN A NEAT AND WORKMAN-LIKE MANNER
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BENCHWORK OF EXISTING MANHOLE TO BE MODIFIED TO PROVIDE A SMOOTH FLOW CHANNEL THROUGH THE MANHOLE.
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OUTSIDE OF MANHOLE
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PFM
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AS SHOWN
D2
D3
REPAIR BAYS
101
WASH BAYS
102 BUS GARAGE
110
PARTS ROOM
103
COMPNENT REPAIRROOM104
FORMAN OFFICE
101B
T.R.
101A
TIRE ROOM
106
LUBE ROOM
108
MECH. ROOM
109
PAINTS/ BATTERIES
107
ELEC. ROOM
105
D1
D5
D6
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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."
PROJECT LOCATION
1/8" = 1'-0"
7/2
7/2
01
7 2
:58
:31
PM
A0.1
2940-002
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07/21/2017
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.
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
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."
PROJECT LOCATION
As indicated
7/2
7/2
01
7 2
:58
:34
PM
A1.1
2940-002
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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
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
:D
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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
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1/8" = 1'-0"
7/1
4/2
01
7 3
:52
:52
PM
H1.1
XXXX XXX
BU
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KTK
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PROJECT DATE XXXXXX
SE
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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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7/21/17
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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
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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7/21/17
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XX
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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.
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.
"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
2940-002
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Author
Checker
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.