W912QR22R0028_CUI_CF_Plans_Vol5-0002.pdf

Controlled by: USACE-LRL-ED-MA CUI Category(ies):

LDC or Distribution Statement: N/A POC: Blake Gevedon Contracting Specialist william.b.gevedon@usace.army.mi 502.315.6791

Materials shall be submitted to potential offerors currently certified in the Joint Certification Program (JCP) only.

WRIGHT-PATTERSON AIR

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P2 NO.:

ISSUE DATE:

VOLUME:

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SOLICITATION NO.:

PHASEREPAIR/RENOVATE AFMC HEADQUARTERS BUILDING

B 10262

W912QR21R0028

CONTROLLED BY: USACE

CONTROLLED BY: LOUISVILLE DISTRICT

CUI CATEGORY: CUI BASIC

DISTRIBUTION/DISSEMINATION CONTROLS: DISTRO C

POC: STEVE SKAGGS, 502-315-6368

B262 PHASE

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B10262 PHASE 1 - CERTIFIED FINAL

LOUISVILLE DISTRICT

475429

05 DECEMBER 2022

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WRIGHT-PATTERSON AIR FORCE BASE

DAYTON, OHIO 45433

B10262 PHASE 1 - CERTIFIED FINAL

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PLUMBING

VICINITY MAP LOCATION MAP

12-05-2022

14 December 2022

W912QR22R0028-0002

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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B10262 PHASE 1 - CERTIFIED FINAL

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P001 GENERAL NOTES, LEGEND AND SYMBOLS - PHASE 1

PD100A OVERALL DEMOLITION FLOOR PLAN - PHASE 1

PD101A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD102A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD103A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD104A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD105A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD106A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD107A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD108A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD109A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD110A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD111A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD112A AREA DEMOLITION FLOOR PLAN - PHASE 1

PD100B OVERALL DEMOLITION FLOOR PLAN - PHASE 1

PD100C OVERALL DEMOLITION FLOOR PLAN - PHASE 1

PD100R OVERALL DEMOLITION ROOF PLAN - PHASE 1

P100A OVERALL FLOOR PLAN - PHASE 1

P101A AREA FLOOR PLAN - PHASE 1

P102A AREA FLOOR PLAN - PHASE 1

P103A AREA FLOOR PLAN - PHASE 1

P104A AREA FLOOR PLAN - PHASE 1

P105A AREA FLOOR PLAN - PHASE 1

P106A AREA FLOOR PLAN - PHASE 1

P107A AREA FLOOR PLAN - PHASE 1

P108A AREA FLOOR PLAN - PHASE 1

P109A AREA FLOOR PLAN - PHASE 1

P110A AREA FLOOR PLAN - PHASE 1

P110A-A NORTH VESTIBULE FLOOR PLAN - PHASE 1

P111A AREA FLOOR PLAN - PHASE 1

P112A AREA FLOOR PLAN - PHASE 1

P100B OVERALL FLOOR PLAN - PHASE 1

P101B AREA FLOOR PLAN - PHASE 1

P102B AREA FLOOR PLAN - PHASE 1

P103B AREA FLOOR PLAN - PHASE 1

P104B AREA FLOOR PLAN - PHASE 1

P105B AREA FLOOR PLAN - PHASE 1

P106B AREA FLOOR PLAN - PHASE 1

P107B AREA FLOOR PLAN - PHASE 1

P108B AREA FLOOR PLAN - PHASE 1

P109B AREA FLOOR PLAN - PHASE 1

P110B AREA FLOOR PLAN - PHASE 1

P110B-A NORTH VESTIBULE FLOOR PLAN - PHASE 1

P111B AREA FLOOR PLAN - PHASE 1

P112B AREA FLOOR PLAN - PHASE 1

P100C OVERALL FLOOR PLAN - PHASE 1

P101C AREA FLOOR PLAN - PHASE 1

P102C AREA FLOOR PLAN - PHASE 1

P103C AREA FLOOR PLAN - PHASE 1

P104C AREA FLOOR PLAN - PHASE 1

P105C AREA FLOOR PLAN - PHASE 1

P106C AREA FLOOR PLAN - PHASE 1

P107C AREA FLOOR PLAN - PHASE 1

P108C AREA FLOOR PLAN - PHASE 1

P109C AREA FLOOR PLAN - PHASE 1

P110C AREA FLOOR PLAN - PHASE 1

P110C-A NORTH VESTIBULE FLOOR PLAN - PHASE 1

P111C AREA FLOOR PLAN - PHASE 1

P112C AREA FLOOR PLAN - PHASE 1

P100R OVERALL ROOF PLAN - PHASE 1

P301 PLUMBING SECTION - PHASE 1

P401 ENLARGED DOCK AREA - PHASE 1

P402 ENLARGED BUILDING 10264 - PHASE 1

P403 ENLARGED MECHANICAL ROOM - PHASE 1

P404 ENLARGED AIR HANDLER UNIT PIPING PLAN - PHASE 1

P405 ENLARGED RESTROOM PLANS - PHASE 1

P406 ENLARGED RESTROOM PLANS - PHASE 1

P407 ENLARGED PENTHOUSE #2 - PHASE 1

P408 ENLARGED DIESEL TANK - PHASE 1

P501 PLUMBING DETAILS - PHASE 1

P502 PLUMBING DETAILS - PHASE 1

P503 PLUMBING DETAILS - PHASE 1

P504 PLUMBING DETAILS - PHASE 1

P505 PLUMBING DETAILS - PHASE 1

P601 FIXTURE SCHEDULE - PHASE 1

P602 EQUIPMENT SCHEDULES - PHASE 1

P603 EQUIPMENT SCHEDULES - PHASE 1

P701 WATER SERVICE DIAGRAM - PHASE 1

P702 RESTROOM WATER DIAGRAM - PHASE 1

P703 NE TOILET WASTE/VENT RISER DIAGRAM - PHASE 1

P704 SE TOILET WASTE/VENT RISER DIAGRAM - PHASE 1

P705 NE TOILET DOMESTIC WATER RISER DIAGRAM - PHASE 1

P706 SE TOILET DOMESTIC WATER RISER DIAGRAM - PHASE 1

P707 NW TOILET WASTE/VENT RISER DIAGRAM - PHASE 1

P708 NW TOILET DOMESTIC WATER RISER DIAGRAM - PHASE 1

P709 WATER HEATING DIAGRAM - FOOD SERVICE - PHASE 1

P710 NATURAL GAS DIAGRAM - PHASE 1

P711 FUEL OIL CONTROL FLOW SCHEMATIC - PHASE 1

P801 CONTROLS SYMBOLS AND LEGEND - PHASE 1

P802 PLUMBING CONTROLS - PHASE 1

P803 PLUMBING CONTROLS - PHASE 1

P804 PLUMBING CONTROLS - PHASE 1

P805 PLUMBING CONTROLS - PHASE 1

P806 PLUMBING CONTROLS - PHASE 1

P807 PLUMBING CONTROLS - PHASE 1

P808 PLUMBING CONTROLS - PHASE 1

P809 PLUMBING CONTROLS - PHASE 1

P810 PLUMBING CONTROLS - PHASE 1

PLUMBING SHEET INDEXGENERAL SHEET INDEX

G005 VOLUME 5 - PHASE 1 COVER SHEET - PLUMBING

G013 VOLUME 5 - PHASE 1 SHEET INDEX - PLUMBING

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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LEGEND

PIPING SYMBOLS

GENERAL NOTES

THERE WILL BE TWO GRAVITY OUTFLOWS FROM BUILDING B10262. THE MAIN DRAIN IS A 10" SANITARY HANDLING RESTROOM STACKS WHICH WILL HANDLE 947 DFU'S (APPROXIMATELY 203 GPM). THE SECOND OUTFLOW IS GREASE WASTE ESTIMATED AT 66 DFU'S (APPROXIMATELY 60 GPM BY DFU AND 175 GPM PER GREASE INTERCEPTOR CALCULATION).

EXISTING TO BE

REMOVED

NEW EQUIPMENT

FUTURE

EQUIPMENT

EQUIPMENT SYMBOLS

PITCH DOWN IN DIRECTION OF ARROW

DIRECTION OF FLOW

BRANCH - TOP CONNECTION

BRANCH - SIDE CONNECTION

CONCENTRIC REDUCER

RISER UP (ELBOW)

CAPPED PIPE

BRANCH - BOTTOM

CONNECTION

RISE OR DROP IN PIPE

RISER DOWN (ELBOW)

PUMP

LINE/WALL CLEANOUT

PIPING TYPES

A.

B.

C.

D.

E.

F.

G.

H.

J.

K.

L.

M.

N.

P.

Q.

REFER TO SPECIFICATIONS FOR MATERIALS FOR CONSTRUCTION.

COORDINATE THE EXACT LOCATION OF FLOOR DRAINS WITH THE ARCHITECTURAL DRAWINGS AND MECHANICAL EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF DRAINS. PROVIDE A RADIUS AROUND THE FLOOR DRAIN THAT SLOPES TOWARD THE FLOOR DRAIN FROM THE FINISHED FLOOR ELEVATION TO A TOP OF DRAIN ELEVATION BETWEEN 1/2 INCH AND 3/4 INCH BELOW FINISHED FLOOR, UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE RADIUS AND RATE OF

SLOPE IS TO BE FIELD COORDINATED.

FURNISH ACCESS DOORS FOR INSTALLATION IN WALLS AND CEILINGS WHERE ACCESS IS REQUIRED TO CONCEALED

PLUMBING EQUIPMENT, VALVES, CONTROLS, AND OTHER DEVICES.

COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE WORK SUCH THAT INTERFERENCES BETWEEN PIPING, DUCTWORK, EQUIPMENT, HVAC WORK, FIRE PROTECTION W ORK, ELECTRICAL W ORK, AND BUILDING STRUCTURE

WILL BE AVOIDED.

PROVIDE THE ENTIRE SYSTEM AND ITS COMPONENT ITEMS OF EQUIPMENT IN OPERATING CONDITION WITHOUT OBJECTIONABLE VIBRATION OR NOISE. PROVIDE WATER HAMMER ARRESTORS AT RESTROOM PLUMBING CHASES. NOISE

LEVELS IN OFFICES MUST BE MAINTAINED AT OR BELOW NC35.

VERIFY AND DOCUMENT EXISTING CONDITIONS AND DIMENSIONS ON THE JOB SITE PRIOR TO STARTING WORK. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT' DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD

VERIFY CONDITIONS PRIOR TO CONSTRUCTION.

DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES.

INSTALL PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR HEIGHT UNDERNEATH. MAINTAIN A MINIMUM OF 6 INCHES

ABOVE FINISHED CEILING TO PROVIDE CLEARANCE FOR LIGHTING FIXTURES.

CONTRACTOR MUST MAKE FINAL CONNECTIONS TO EQUIPMENT.

VENT TERMINALS MUST EXTEND A MINIMUM OF 18 INCHES ABOVE THE FINISHED ROOF AND MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM DOOR, OPERABLE WINDOW, OR OTHER AIR INTAKE OF THE BUILDING OR ADJACENT BUILDING UNLESS THE VENT TERMINAL IS AT LEAST 3 FEET ABOVE THE TOP OF SUCH OPENING.

VENT LINES ARE TO RISE VERTICALLY (45 DEG. ANGLE OR GREATER FROM HORIZONTAL) TO MINIMUM OF 6 INCHES

ABOVE THE HIGHEST FLOOD RIM LEVEL OF THE HIGHEST FIXTURE SERVED BY VENT.

TO PREVENT FROST CLOSURE, VENT EXTENSIONS THROUGH ROOF OR WALL MUST BE A MINIMUM OF 3 INCH DIAMETER.

INCREASE IN THE SIZE OF THE VENT MUST BE MADE INSIDE THE STRUCTURE A MINIMUM OF 12 INCHES BELOW THE ROOF

OR INSIDE THE WALL.

UTILITIES LOCATED BELOW GROUND AND EXTERIOR OF THE BUILDING MUST BE INSTALLED A MINIMUM OF 12 INCHES

BELOW FROST DEPTH OF 48 INCHES.

REFER TO DRAWINGS AD001, AD100A, AD100B, AD100C, AND AD100R FOR NOTES ON ASBESTOS AND OTHER ENVIRONMENTAL HAZARDS THAT REQUIRE REMOVAL. THESE NOTES ALSO REFERENCE RELATED SPECIFICATION

SECTIONS.

WATER CLOSET FLUSH LEVER CONTROLS MUST BE ORIENTED FOR ACCESS FROM THE WIDE-SIDE OF AN ABA COMPLIANT

RESTROOM STALL.

DRAWING/DETAIL REFERENCE KEY

RE : A2 / P-201

REFER TO

DRAWING/DETAIL

NUMBER

SHEET NUMBER ON

WHICH DETAIL IS

DRAW N A2

P-201

SANITARY SEWER

SANITARY VENT (V)

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

COMPRESSED AIR

NATURAL GAS

CONDENSATE DRAIN

TEPID WATER SUPPLY

NON POTABLE WATER

TRAP PRIMER

SAN

DHW

TW

TP

NG

CD

CA

NPW

X "X" DENOTES:

A - COMPRESSED AIR DROP

B - BREATHABLE AIR DROP

P

CLEANOUT

HOSE BIBB, WALL HYDRANT

FLOOR DRAIN, FLOOR SINK

P-TRAP

PLUMBING FIXTURES AND

EQUIPMENT

METER

BACKFLOW PREVENTER

RISER DESIGNATION DENOTING

ASSOCIATED SANITARY OR DOMESTIC

WATER RISER DIAGRAM

PROCESS COMPRESSED AIR

CONNECTION

KEYNOTE REFERENCE

(NEW WORK)

POINT OF CONNECTION

TO EXISTING

WATER HAMMER ARRESTOR

STORM DRAINSD

ODL OVERFLOW ROOF DRAIN LEADER

WATER SERVICE FLOW DATA

HYDRANT FLOW TESTS WERE PERFORMED ON JUNE 12, 2019. REFER TO FIRE PROTECTION DRAWINGS. WATER PIPE SIZES ARE BASED ON A MINIMUM WORKING PRESSURE OF 46.9 PSIG AT A FLOW RATE OF 373 GPM AT THE LOCATION WHERE THE MAIN SERVICE ENTERS THE BUILDING. CURRENTLY, DUE TO AVAILABLE PRESSURE AT THE CITY WATER MAIN AND THE PRESSURE DROP THROUGH A 6 INCH BUILDING SERVICE LINE, A WATER METER, AN ASSE 1013 BACKFLOW PREVENTER AND A WATER SOFTENER, THERE WILL BE AS LOW AS 22.1 PSI AVAILABLE AT THE BUILDING ENTRANCE AND A WATER PRESSURE BOOSTER PUMP WILL BE REQUIRED TO RAISE THE WATER PRESSURE TO 67 PSI REQUIRED TO OPERATE FLUSH VALVES.

VALVE SYMBOLS

CHECK VALVE (NON SLAM)

PLUG VALVE

GLOBE VALVE

GATE VALVE

PRESSURE REDUCING VALVE

(PRV)

BALL VALVE

BUTTERFLY VALVE

VENTURI FLOW METER

NEEDLE VALVE

VALVE IN DROP

VALVE IN RISE

VALVE IN CENTER DROP

GATE VALVE W/ 20 mm HOSE

THREAD ADAPTER

TWO-WAY CONTROL VALVE

THREE-W AY CONTROL VALVE

SOLENOID VALVE

SAFETY VALVE OR

PRESSURE RELIEF VALVE

MANUAL BALANCING VALVE

AUTOMATIC BALANCING

OR FLOW CONTROL VALVE

TEMPERATURE WELL

FLANGED VALVE

(GATE VALVE

SHOWN)

FS

PS

PIPE GUIDE

PIPE ANCHOR

BLIND FLANGE

PRESSURE GAGE WITH COCK

UNION (SCREWED)

ORIFICE UNION

FLANGED CONNECTION

STRAINER WITH BLOWDOWN VALVE

TEMPERATURE & PRESSURE PORT

THERMOMETER

FLOW SWITCH

FLEX CONNECTION

FLEX PIPE

PRESSURE SWITCH

X

DESIGN CRITERIA

STORM DRAINAGE DATA

THE PRIMARY STORM DRAINAGE SYSTEM IS DESIGNED FOR A 3 INCHES PER HOUR RAINFALL RATE. STORM DRAINAGE SYSTEM FOR OFFICE BUILDING WILL CONSIST OF SCUPPERS AND DOWNSPOUTS FOR PENTHOUSES ROUTED TO THE MAIN ROOF. MAIN ROOF WILL INCLUDE GRAVITY PRIMARY DRAINS THROUGHOUT, GRAVITY EMERGENCY OVERFLOW DRAINS AT THE PERIMETER OF THE BUILDING AND COMBINED GRAVITY OVERFLOW DRAINS FOR THE INTERIOR LOCATIONS NOT BORDERING THE

PERIMETER.

SANITARY DRAINAGEX=W FOR W ATER, X=G FOR GAS

POINT OF DISCONNECTION

FROM EXISTING

FLANGED ORIFICE

TEPID WATER RETURNTR

DHWR

DCW

V

NOTES

THE PLUMBING SYSTEM ARE DESIGN IN COMPLIANCE WITH ASHRAE 90.1-2013, ASHRAE 189.1-2014 AND UFC

1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS.

ENERGY CODE COMPLIANCE

PUMP DISCHARGEPD

GREASE WASTEGW

COMBINATION WASTE AND VENTSV

SUBSOIL DRAINSSD

THE PLUMBING SYSTEMS ARE DESIGN IN COMPLIANCE WITH 2018 INTERNATIONAL PLUMBING CODE AS

MODIFIED BY UFC 3-420-01 PLUMBING SYSTEMS.

PLUMBING CODE COMPLIANCE

BREATHABLE AIRBA

1 KEYNOTE REFERENCE

(DEMOLITION WORK)

RDL PRIMARY ROOF DRAIN LEADER

SOFTENED WATERSW

INDUSTRIAL WASTEIW

CONSIDERATIONS IN ADVANCE OF DEMOLITION

1. THERE IS NO TEMPORARY PLUMBING WORK THAT MUST OCCUR PRIOR TO COMMENCEMENT OF

DEMOLITION WORK IN PHASE 1.

2. THERE WILL BE A NEED TO WORK AROUND THE BUILDING OCCUPANTS FOR DEMOLITION WORK

FOR PHASE 1 FIXTURES LOCATED ON THE FIRST FLOOR.

3. THERE WILL BE A NEED TO WORK AROUND THE BUILDING OCCUPANTS FOR THE NEW WORK THAT

WILL NEED TO BE INSTALLED ABOVE THE SECOND FLOOR CEILING.

NATURAL GAS IS SUPPLIED TO THE SITE AT APPROXIMATELY 12 PSIG. VECTREN, THE BASE GAS UTILITY PROVIDER, WILL PROVIDE A REGULATOR DELIVERING 2.0 PSIG NATURAL GAS. GAS PIPE SIZES ARE BASED ON A MAXIMUM PRESSURE DROP OF 1.0 PSIG TO THE MOST EXTREME USERS (FOOD SERVICE AND AHU-5 AND AHU-6 HUMIDIFIERS). GAS PRESSURE REGULATORS ARE REQUIRED FOR EACH APPLIANCE. TOTAL CONNECTED LOAD IS ESTIMATED AT 6,737 KBTUH OR 6,625

CFH.

NATURAL GAS

FUEL OIL RETURNFOR

FUEL OIL SUPPLYFOS

ABV ABOVE

AD AIR DEVICE

ADJ ADJUSTABLE

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ANSI AMERICAN NATIONAL STANDARD INSTITUTE

ARCH ARCHITECT, ARCHITECTURAL

ARI AIR CONDITIONING & REFRIGERATION INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOS BOTTOM OF STRUCTURE

CD CONDENSATE DRAIN

CFF CAP FOR FUTURE

CFH CUBIC FEET PER HOUR

CIRC CIRCULATING

CO CLEANOUT

CP CIRCULATING PUMP

DCBFP DOUBLE CHECK BACKFLOW PREVENTER

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DN DOWN

DR DRAIN

DWG DRAWING

E EXISTING

EA EXHAUST AIR, EACH

EES EMERGENCY EYE/FACE WASH AND SHOWER

EEW EMERGENCY EYE/FACE WASH

ELEC ELECTRICAL

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

FA FROM ABOVE

FB FROM BELOW

FCO FLOOR CLEANOUT

FLA FULL LOAD AMPS

FS FLOW SWITCH, FOOD SERVICE

GPM GALLONS PER MINUTE

GCO GRADE CLEANOUT

HB HOSE BIBB

HTG HEATING

IE INVERT ELEVATION

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

IN WC INCHES OF WATER COLUMN

JT JOINT

K CONDUCTIVITY (BT/SF/1" THICKNESS)

KW KILOWATT

KWH KILOWATT-HOUR

L LAVATORY

MECH MECHANICAL

MFR MANUFACTURER

MS MOP SINK

N NEW

NC NOISE CRITERIA, NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

ODL OVERFLOW DRAIN LEADER

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PD PRESSURE DROP

PLBG PLUMBING

PROVIDE FUNISH AND INSTALL

QTY QUANTITY

RDL ROOF DRAIN LEADER

RE: REFERENCE, REFER

REQD REQUIRED

RPBFP REDUCED PRESSURE BACKFLOW PREVENTER

S SINK

SAN SANITARY SEWER

SD SITE DRAIN, STORM DRAIN

SH SHOWER

SPEC SPECIFICATION

SS SANITARY SEWER

STD STANDARD

TMV THERMOSTATIC MIXING VALVE

TYP TYPICAL

TS TEMPERED SUPPLY

U URINAL

UF UNDERFLOOR

UL UNDERWRITERS LABORATORIES, INC.

UON UNLESS OTHERWISE NOTED

V VENT

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WC WATER CLOSET

WH WATER HEATER

ABBREVIATIONS

HEAT TRACE

T

HEAT TRACE TERMINATION

US Army Corps of Engineers ®

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B10262 PHASE 1 - CERTIFIED FINAL

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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1-J1-H1-G1-F1-E1-D1-C1-B1-A

1-17

1-16

1-15

1-14

1-13.5

1-13

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1-11

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1-9.1

1-9.2

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1-4.5

1-4

1-3

1-2

1-1

22E

080 080

026026026

REMOVE VENT FROM

(E) GREASE

INTERCEPTOR

B10264 B10263

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

US Army Corps of Engineers ®

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KEYED NOTES - FLOOR PLAN

012 RESTROOM TO REMAIN IN SERVICE. MAINTAIN SANITARY DRAIN, VENT AND

DOMESTIC WATER SERVICES. REMOVE BRANCH DOMESTIC WATER SERVING

DEMOLITION AREAS. MAINTAIN VENT PIPING THRU TO BUILDING EXTERIOR.

026 REMOVE STORMWATER PIPING AT FOUNDATION. REMAINING PIPING IN BUILDING TO

BE ABANDONED IN PLACE. FOUNDATION OPENINGS TO BE SEALED WATER-TIGHT.

SEE DETAILS C1/A534.

049 REMOVE GREASE INTERCEPTOR AND ALL RELATED PIPING THROUGH FOUNDATION.

REMAINING PIPING WITHIN BUILDING WILL BE RE-ROUTED TO SANITARY.

079 REMOVE TWO PAIR OF 4" FLUE AND 4" COMBUSTION AIR PIPING SERVING BOILERS.

IN-FILL OPENINGS IN CONCRETE WALL PER SPECIFICATIONS.

080 EXISTING ROOF DRAIN LEADER (EXPOSED) TO REMAIN UNCHANGED.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

089 REMOVE EXISTING WATER CLOSETS AND CAP PRESSURE PIPING AT BRANCH,

SANITARY PIPING TO REMAIN, PLUG ALL SANITARY PIPING WHERE FIXTURES ARE

REMOVED.

434 THIS CROSSHATCHED AREA IS TO BE TREATED UNIQUELY WITH REGARDS TO

DEMOLITION AND WATERPROOFING FROM THAT OF OTHER AREAS OF THE PROJECT.

SEE DRAWING A100AA.3 AND PD101A, PD104A, P101A AND P104A FOR SPECIFIC

ACTIONS REQUIRED HERE.

0 32'16' 64'

N

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE 1 CONSTRUCTION

PERIOD EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING

SYSTEMS TO REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND

RETURN TO OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER

SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE.

REFER TO ARCHITECTURAL DETAIL C1/A534.

5. WHERE ABOVE FLOOR FIXTURES AND SERVICES ARE DEMOLISHED, REMOVE

DCW, DHW , AND DHW R BRANCH PIPING BACK TO SERVICE MAIN ISOLATION

VALVES AND CAP. REMOVE SANITARY BRANCHES AND VENT BRANCHES

BACK TO MAIN AND CAP. MAINTAIN SERVICE FOR EXISTING TO REMAIN

FIXTURES.

GENERAL DEMOLITION NOTES

1/32" = 1'-0"A1 BASEMENT DEMOLITION PLAN - OVERALL

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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MATCHLINE

A1 P102A

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087093093093

090090

B10264 B10263

(E) 3" V UP

(52 DFU)

(VERIFY LOCATION)

(E) 3" DCW

(E) 2" DHW

(E) 3/4" DHWR(E) 4" V UP

(E) 5" SAN FA

(E) 2-1/2" DCW

(E) 1-1/4" DHW

(E) 3/4" DHWR

4" SSD (VIF)6" SSD (VIF)

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

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1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 1

KEYED NOTES - FLOOR PLAN

001 PLANTER DRAIN BRANCH PIPING AND MAIN TO BE REMOVED TO FOUNDATION.

078 ABANDONED STORMWATER LEADER (VERTICAL) TO REMAIN IN-PLACE.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

090 DEMOLISH 3" IRRIGATION PIPING AND BACKFLOW PREVENTER, AND PATCH WALL.

092 EXISTING STORM WATER PIPING TO REMAIN.

093 DISCONNECT, CAP AND ABANDON (E) 3" DCW (NORTH), (E) 1-1/4" DHW (CENTER), AND

(E) 3/4' DHWR (SOUTH) SERVING EXISTING RESTROOMS ON FIRST AND SECOND

FLOORS.

429 DRAINS WITHIN WINDOW WELL TO REMAIN IN SERVICE. PIPING TO BE CLEARED OF

DEBRIS AND SEDIMENT. CAST IRON DOME STRAINER TO BE CLEANED AND

RE-INSTALLED. REPLACE WITH NEW CAST IRON DOME STRAINER IF FOUND TO BE

DAMAGED. TYPICAL OF 3 LOCATIONS WITHIN THIS WINDOW WELL.

430 RETAIN FOUNDATION DRAIN PIPING BENEATH WINDOW WELL BETWEEN B10262 AND

B10264/10263.

433 PRESERVE THE EXISTING SECTIONS OF THE FOUNDATION DRAIN FROM COLUMN 16

TO COLUMN 22. PROVIDE A TELEVISION VIDEO OF THE PIPING FROM COLUMN 16 TO

COLUMN 22. ALSO, VIDEO THE AREAWAY DRAIN PIPING BETWEEN THE WINDOW WELL

DRAIN BODIES AND THE CONNECTION TO THE FOUNDATION DRAIN.

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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A1 PD103A

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HVAC

UNIT

HVAC

UNIT

AIR

COMPRESSOR

FIRE

PROTECTION

VALVES

(E) 2" DHW

(E) 3" DCW

(E) 3/4" DHWR

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

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KEYED NOTES - FLOOR PLAN

003 ALL PLUMBING FIXTURES AND RELATED PIPING WITHIN THIS ROOM OR AREA TO BE

REMOVED. REMOVE SANITARY DRAIN PIPING THROUGH BUILDING TO FLUSH WITH

BASEMENT FLOOR SLAB AND DOMESTIC WATER BRANCH PIPING BACK TO MAINS.

REMOVE SANITARY VENT PIPING THROUGH FLOOR ABOVE.

007 PRIMARY RAINWATER LEADER (VERTICAL) TO BE REMOVED TO 4" BELOW FLOOR.

REMOVE HORIZONTAL PIPING WHERE IT IS IN CONFLICT WITH NEW PIPE

INSTALLATION. REMAINING DOWNSTREAM UNDERFLOOR SECTIONS OF

STORMWATER PIPING SHALL RECEIVE FLOWABLE-FILL CONCRETE FOR PERMANENT

ABANDONMENT-IN-PLACE. FLOOR CLEANOUTS SHALL BE REMOVED TO 4" BELOW

FLOOR AND FILLED FLUSH TO ADJACENT FLOOR WITH CONCRETE. REFER TO

ARCHITECTURAL DETAILS AT A534.

026 REMOVE STORMWATER PIPING AT FOUNDATION. REMAINING PIPING IN BUILDING TO

BE ABANDONED IN PLACE. FOUNDATION OPENINGS TO BE SEALED WATER-TIGHT.

SEE DETAILS C1/A534.

078 ABANDONED STORMWATER LEADER (VERTICAL) TO REMAIN IN-PLACE.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

418 DEMOLISH SEGMENTS OF UNDERFLOOR STORM PIPING AS REQUIRED FOR

ELEVATOR PIT CONSTRUCTION. CAP REMAINING SEGMENTS OF ABANDONED STORM

PIPING.

419 DEMOLISH BRANCH WATER PIPING WITHIN CONSTRUCTION BARRIER AS REQUIRED

TO AID CONSTRUCTION. CAP REMAINING SEGMENTS OF PIPING, BOTH ABANDONED

AND THAT TO REMAIN IN SERVICE.

420 CAP REMAINING SEGMENT OF STORMWATER PIPING TO PREVENT BACKFLOW.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 2

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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034 034

(E) STORMWATER MANHOLE

MUST REMAIN IN SERVICE

(E) 1" DHWR

(E) 2" DHW

(E) 4" DCW

(E) 4" DCW

(E) 1" DHWR

(E) 2" DHW

(E) 4" DCW

(E) 3/4" DHWR

(E) 2" DHW

(E) 3" DCW

REMOVE (E) 2-1/2" DCW

BACK TO 4" DCW MAIN

(E) 1-1/4" DHW

(E) 3/4" DHWR

(E) 4" SAN

(E) 3" V

(29 DFU)

424424

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

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C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

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H

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PA

TT

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SO

N

A

IR

F O

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E

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N , O

H

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EP

AI

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/R

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O

VA

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A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

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PD103A

AR

EA

D

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O

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LO

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LA

N

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IS

VI

LL

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D

IS

TR

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U

IS

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E, K

EN

TU

C

KY

JA

C

O

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E N

G

IN

ER

IN

G G

R O

U P

IN

C

H

IG

H

LA

N

D S

PL

AZ

A D

R

IV

E

SU

IT

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ST

. L

O U

IS

, M

O

P

BA

K

ER

R C

AT

H

ER

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O

VE

R N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

PL

U

M B

IN

G

D

EM

O

LI

TI

O

N

KEYED NOTES - FLOOR PLAN

034 PLANTER DRAIN BRANCH PIPING AND MAIN TO BE REMOVED TO CONNECTION AT

SITE CONVEYANCE SYSTEM.

062 SITE STORMWATER CONVEYANCE MAIN TO REMAIN IN SERVICE.

078 ABANDONED STORMWATER LEADER (VERTICAL) TO REMAIN IN-PLACE.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

420 CAP REMAINING SEGMENT OF STORMWATER PIPING TO PREVENT BACKFLOW.

424 REMOVE EXISTING PIPING SERVING RESTROOMS ON FIRST AND SECOND FLOORS.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 3

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_C U

I_ C

F_ Pl an s_

Vo l5

-0

E

D

C

B

A

11 12 13 14 15 16 18 1917

001001

002002

026 026

MATCHLINE

A1 PD105A

MA

TC

HL

IN

E

A1

PD

1A

MA

TC

HL

IN

E

A1

PD

7A

AHU AHU

A4 P403

006006

006006006

402402

(E) 3" DCW

(E) 3/4" DHW

(E) 1/2" DHWR

(E) 3" DCW

(E) 1-1/2" DHW

(E) 3/4" DHWR

420420

092 092 432432

6" SSD (VIF)8" SSD (VIF)

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

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O

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A

FM

C

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IL

D

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(B

2)

P H

AS

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B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

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B

EN

SO

N

PD104A

AR

EA

D

EM

O

LI

TI

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LO

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LA

N

LO

U

IS

VI

LL

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D

IS

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IC

T

LO

U

IS

VI

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E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

ER

IN

G G

R O

U P

IN

C

H

IG

H

LA

N

D S

PL

AZ

A D

R

IV

E

SU

IT

E

ST

. L

O U

IS

, M

O

P

BA

K

ER

R C

AT

H

ER

S

J M

C G

O

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R N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

PL

U

M B

IN

G

D

EM

O

LI

TI

O

N

KEYED NOTES - FLOOR PLAN

001 PLANTER DRAIN BRANCH PIPING AND MAIN TO BE REMOVED TO FOUNDATION.

002 TRENCH DRAIN/FLOOR DRAIN AND PIPING AT ENTRY TO BE REMOVED.

006 DOMESTIC HOT, COLD AND HOT WATER RETURN PIPING (WHERE PRESENT) TO BE

REMOVED TO LIMITS INDICATED. EXISTING WATER PIPING SECTIONS BEYOND

DEMOLITION SCOPE TO REMAIN IN SERVICE.

012 RESTROOM TO REMAIN IN SERVICE. MAINTAIN SANITARY DRAIN, VENT AND

DOMESTIC WATER SERVICES. REMOVE BRANCH DOMESTIC WATER SERVING

DEMOLITION AREAS. MAINTAIN VENT PIPING THRU TO BUILDING EXTERIOR.

026 REMOVE STORMWATER PIPING AT FOUNDATION. REMAINING PIPING IN BUILDING TO

BE ABANDONED IN PLACE. FOUNDATION OPENINGS TO BE SEALED WATER-TIGHT.

SEE DETAILS C1/A534.

036 REMOVE 3" COLD WATER SUPPLY FOR CHILLER PLANT SERVICE. COORDINATE

DEMOLITION SCHEDULE TO MINIMIZE PLANT OPERATION DISRUPTION.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

092 EXISTING STORM WATER PIPING TO REMAIN.

402 RELOCATE AIR COMPRESSORS AND AIR DRYER TO NEW PLUMBING EQUIPMENT

ROOM 0172. REFER TO DRAWINGS P104A AND P403.

403 RELOCATE COOLING TOWER MAKE-UP MOTORIZED VALVE AND WATER METER TO

BUILDING B10264. REFER TO DRAWINGS P401 AND P701.

420 CAP REMAINING SEGMENT OF STORMWATER PIPING TO PREVENT BACKFLOW.

429 DRAINS WITHIN WINDOW WELL TO REMAIN IN SERVICE. PIPING TO BE CLEARED OF

DEBRIS AND SEDIMENT. CAST IRON DOME STRAINER TO BE CLEANED AND

RE-INSTALLED. REPLACE WITH NEW CAST IRON DOME STRAINER IF FOUND TO BE

DAMAGED. TYPICAL OF 3 LOCATIONS WITHIN THIS WINDOW WELL.

430 RETAIN FOUNDATION DRAIN PIPING BENEATH WINDOW WELL BETWEEN B10262 AND

B10264/10263.

432 FOUNDATION DRAIN IS LOCATED AT INVERT 825.17'. THIS IS 4'-0" BELOW THE

FOUNDATION FOR BUILDING B10264 TO THE NORTH. PROVIDE TEMPORARY SHORING

FOR THE FOUNDATION AND AREAWAY FLOOR ABOVE WHILE TUNNELING TO EXPOSE

THE EXISTING PIPE ENDS.

433 PRESERVE THE EXISTING SECTIONS OF THE FOUNDATION DRAIN FROM COLUMN 16

TO COLUMN 22. PROVIDE A TELEVISION VIDEO OF THE PIPING FROM COLUMN 16 TO

COLUMN 22. ALSO, VIDEO THE AREAWAY DRAIN PIPING BETWEEN THE WINDOW WELL

DRAIN BODIES AND THE CONNECTION TO THE FOUNDATION DRAIN.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 4

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

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I_ C

F_ Pl an s_

Vo l5

-0

K

J

I

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11 12 13 14 15 16 18 1917

012012

012012

012012

M

AT

C H

LI

N

E

A1

PD

8A

MATCHLINE

A1 PD104A

MATCHLINE

A1 PD106A

M

AT

C H

LI

N

E

A1

PD

2A

(E) 3" DCW

(E) 1-1/2" DHW

(E) 3/4" DHWR

(E) 3" DCW

(E) 1-1/2" DHW

(E) 3/4" DHWR

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

PD105A

AR

EA

D

EM

O

LI

TI

O

N F

LO

O

R P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

ER

IN

G G

R O

U P

IN

C

H

IG

H

LA

N

D S

PL

AZ

A D

R

IV

E

SU

IT

E

ST

. L

O U

IS

, M

O

P

BA

K

ER

R C

AT

H

ER

S

J M

C G

O

VE

R N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

PL

U

M B

IN

G

D

EM

O

LI

TI

O

N

KEYED NOTES - FLOOR PLAN

012 RESTROOM TO REMAIN IN SERVICE. MAINTAIN SANITARY DRAIN, VENT AND

DOMESTIC WATER SERVICES. REMOVE BRANCH DOMESTIC WATER SERVING

DEMOLITION AREAS. MAINTAIN VENT PIPING THRU TO BUILDING EXTERIOR.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 5

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_C U

I_ C

F_ Pl an s_

Vo l5

-0

R

Q

P

O

N

11 12 13 14 15 16 18 1917

MATCHLINE

A1 PD105A

M

AT

C H

LI

N

E

A1

PD

3A

M

AT

C H

LI

N

E

A1

PD

9A

AHU

AHU

034034 034 062 062

(E) 3" DCW

(E) 1-1/2" DHW

(E) 3/4" DHWR

012012

(E) 4" DCW

(E) 2" DHW

(E) 1" DHWR

(E) 4" DCW

(E) 1-1/2" DHW

(E) 3/4" DHWR

(E) 5" DCW

(E) 2" DHW

(E) 1-1/4" DHWR

(E) STORMWATER MANHOLE

MUST REMAIN IN SERVICE

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

PD106A

AR

EA

D

EM

O

LI

TI

O

N F

LO

O

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B10262 PHASE 1 - CERTIFIED FINAL

PH

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KEYED NOTES - FLOOR PLAN

002 TRENCH DRAIN/FLOOR DRAIN AND PIPING AT ENTRY TO BE REMOVED.

012 RESTROOM TO REMAIN IN SERVICE. MAINTAIN SANITARY DRAIN, VENT AND

DOMESTIC WATER SERVICES. REMOVE BRANCH DOMESTIC WATER SERVING

DEMOLITION AREAS. MAINTAIN VENT PIPING THRU TO BUILDING EXTERIOR.

034 PLANTER DRAIN BRANCH PIPING AND MAIN TO BE REMOVED TO CONNECTION AT

SITE CONVEYANCE SYSTEM.

062 SITE STORMWATER CONVEYANCE MAIN TO REMAIN IN SERVICE.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 6

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

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026026 001

001 001 037

092 /

MA

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MATCHLINE

A1 PD108A

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND CLEANOUTS MUST BE REMOVED TO 4" BELOW FINISHED FLOOR,

AND THE FLOOR MUST BE REPAIRED W ITH FINISHED CONCRETE. REFER TO

ARCHITECTURAL DETAIL C1/A534.

5. WHERE DEMOLITION WORK OCCURS ABOVE EXISTING CEILING, REMOVE THE

CEILING PANELS AND REPLACE THEM WHERE REQUIRED. IT IS EXPECTED THAT

THERE WILL BE SOME SUPPORT TEES THAT WILL NEED TO BE REMOVED, BUT

THIS SHOULD BE MINIMAL. SIMILARLY, SOME CEILING PANELS MAY BE DAMAGED.

DAMAGED TEES AND PANELS MUST BE REPLACED WITHIN THE CONTRACT

AMOUNT. ARCHITECTURAL DRAWINGS SHOW W HERE MAJOR WORK REQUIRING

REMOVAL AND REPLACEMENT OF THE CEILING, INCLUDING SUPPORT GRID, IS

REQUIRED.

GENERAL DEMOLITION NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

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B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

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PL

U

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D

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O

LI

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KEYED NOTES - FLOOR PLAN

001 PLANTER DRAIN BRANCH PIPING AND MAIN TO BE REMOVED TO FOUNDATION.

007 PRIMARY RAINWATER LEADER (VERTICAL) TO BE REMOVED TO 4" BELOW FLOOR.

REMOVE HORIZONTAL PIPING WHERE IT IS IN CONFLICT WITH NEW PIPE

INSTALLATION. REMAINING DOWNSTREAM UNDERFLOOR SECTIONS OF

STORMWATER PIPING SHALL RECEIVE FLOWABLE-FILL CONCRETE FOR PERMANENT

ABANDONMENT-IN-PLACE. FLOOR CLEANOUTS SHALL BE REMOVED TO 4" BELOW

FLOOR AND FILLED FLUSH TO ADJACENT FLOOR WITH CONCRETE. REFER TO

ARCHITECTURAL DETAILS AT A534.

026 REMOVE STORMWATER PIPING AT FOUNDATION. REMAINING PIPING IN BUILDING TO

BE ABANDONED IN PLACE. FOUNDATION OPENINGS TO BE SEALED WATER-TIGHT.

SEE DETAILS C1/A534.

037 FOUNDATION OPENING TO BE SEALED WATER-TIGHT BY OTHER TRADES.

COORDINATE REQUIREMENTS WITH CONTRACTOR OF RECORD.

040 PRIMARY RAINWATER LEADER OVERHEAD THROUGH EXTERIOR WALL TO BE

REMOVED ENTIRELY TO POINT OF CIVIL DEMOLITION.

087 DEMOLISH EXISTING ABOVE CEILING SERVICES FOR FIXTURES AT FLOOR ABOVE.

DEMOLITION INCLUDES DCW, DHW, DHWR, SANITARY AND VENT PIPING.

092 EXISTING STORM WATER PIPING TO REMAIN.

095 DEMOLISH SAFETY SHOWER.

096 DEMOLISH (4) BACKFLOW PREVENTERS.

097 DEMOLISH SERVICE SINK AND RELATED SANITARY, WATER AND VENT PIPING.

401 EXISTING AIR RECEIVER TO REMAIN.

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 7

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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MATCHLINE

A1 PD107A

MATCHLINE

A1 PD109A

M

AT

C H

LI

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A1

PD

5A

M

AT

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LI

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A1

PD

1A

NO DEMOLITION WORK

ON THIS SHEET

LEGEND

CONSTRUCTION BARRIER - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PACKAGE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS W ILL NEED TO BE

COORDINATED W ITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

AREA OF CLIN 002 - REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

1. COORDINATE DEMOLITION SCHEDULE WITH OTHER TRADES AND WITH THE

PROGRESSION OF NEW WORK TO ENSURE THAT THE AREAS OF THE PROJECT

WHICH ARE TO REMAIN IN OPERATION DURING THE PHASE I PERIOD

EXPERIENCE LIMITED INTERUPTIONS. SEGMENTS OF EXISTING SYSTEMS TO

REMAIN IN SERVICE MUST CONNECT TO NEW SERVICES AND RETURN TO

OPERATIONAL STATUS PRIOR TO DEMOLITION OF THEIR FORMER SERVICES.

2. VOIDS IN STRUCTURE RESULTING FROM REMOVAL OF EXISTING PIPING,

DRAINAGE FIXTURES, AND CLEANOUTS MUST BE COORDINATED WITH THE

GENERAL TRADES SUBCONTRACTOR. VOIDS MUST BE IN-FILLED WITH

APPROPRIATE MATERIALS AND METHODS OUTLINED IN SPECIFICATIONS AND

DETAILED ON THE STRUCTURAL DRAWINGS. WHERE INDICATED BY

CONTRACTOR OF RECORD, VOIDS IN STRUCTURE MAY REMAIN FOR USE AND BE

FINISHED PER SPECIFICATIONS OR DETAILS C1 AND D1/A534.

3. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON 'AS-BUILT'

DRAWINGS AND BEST AVAILABLE INFORMATION. FIELD VERIFY CONDITIONS

PRIOR TO CONSTRUCTION.

4. WHERE PIPING, DRAINAGE FIXTURES, AND CLEANOUTS ARE REMOVED TO

BELOW FINISHED BASEMENT FLOOR, THE CONCRETE, PIPING, DRAINAGE

FIXTURES, AND…