_28 LNC BD - PLUMBING (pg 224-230).pdf

CA

CD

CW

F-CW

NPW

S-CW

HW

HW 140°

HW-R

HW-R 140°

GV

GW

G

OV

OW

PD

V

SS

SHWR

SHWS

SD

OSD

Plumbing SymbolsGeneral Plan Symbols

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN

THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

LP

Identity Type

RO

ID

2000 SF

6" SD-1

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CU CONDENSING UNIT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LAV LAVATORY

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

LV LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O2 OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET/TOILET

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

Abbreviations

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOMESTIC WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

Equipment Abbreviations

2 DFU

0" FD-1

Floor Drain

3" AD-1

3" FS-4

6" DD-1

3" HD-1

Plumbing Fixture Notes

Floor Drain w/ Trap Primer "P" Indicates Primer Connection

Drainage Fixture Units

8" SD-12

Rainfall Surface Area

Pipe Accessory Notes

Floor Drain w/ Deep Seal Trap

Floor Drain w/ Integral Cleanout

2" FD-3P

4" FCO

Area Drain (No Trap)

2" CHECK

2" BALANCE

1" T/V

2" GATE

2" PRV

2" STRAIN

2" QUICK

2" M-CNTRL

2" S/O

TMV-XT/P

TMVEM

2" METER

1 1/2" METER

1" GAS-CNTRL

2" BACKWATER

Alternate Check Valve

1" REG

1" GAS COCK

1" PLUG

Double Check Valve

Reduced Pressure Zone

Natural Gas

Condensate Drain

Liquid Propane

Combination DWV

Compressed Air

Domestic Cold-Water

Non-Potable Water

Soft Cold-Water

Filtered Cold-Water

Reverse Osmosis Water

Domestic Hot-Water

Domestic Hot-Water 140°

Hot-Water Recirculation

Hot-Water Recirculation 140°

Grease Vent

Grease Waste

Indirect Drain

Oil Vent

Oil Waste

Pump Discharge

Sanitary Vent

Sanitary Drain

Solar Water Return

Solar Water Supply

Storm Drain

Storm Overflow

WV Sanitary Wet Vent

(E)

2"

Existing Pipe To Remain

Pipe To Be Demolished

Above Ground Piping

Nominal Pipe Size

Below Ground Piping

Pipe Slope (When Applicable)1/8" / 12" SLOPE

Pipe Rise / Drop

Cleanout

Swing Check

Check Valve

Balancing Valve

Gate Valve

Quick Opening Valve

Ball Valve

Fluid Strainer

Thermostatic Balancing Valve

Elec. Control Valve

Mixing Valve

Emergency Mixing Valve

Pressure Reducing Valve

Water Meter

Irrigation Meter

Gas Regulator

Gas Shutoff Cock

Plug Valve

Emergency Gas Shutoff

2" CHECK

CWV

Keynote Symbol

Continuation Symbol

Sheet Number Where Detail is Placed

Detail Number on Sheet

Plan Revision Number

Room Name / Number

Point Where New Connects To Existing

Area Being Demolished

Area Not In Contract

Deck Drain

Floor Sink

Roof Drain

Combination Drain

Design Size

2" FD-3

2" FD-7

Hub Drain (Funnel Type)

Room

M503

Wall Hydrant or Hose Bibb

1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE WITHOUT

THE OTHER.

2. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY

OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

3. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE BUT ARE GIVEN AS AN AID TO THE

CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR A

COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER.

THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.

4. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE FEDERAL

REGULATIONS, STATE, LOCAL AND ALL OTHER AUTHORITIES HAVING JURISDICTION.

5. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874.

6. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL

ELEVATIONS BEFORE BEGINNING WORK.

7. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY

WORK WITH CIVIL CONTRACTOR AND GENERAL CONTRACTOR.

8. FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES PRIOR TO INSTALLATION.

9. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING

FIXTURES FOR ROUGH-IN.

10. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT BE CONSIDERED SHUTOFF

VALVES.

11. CONTRACTOR SHALL REFER TO PLUMBING RISER DIAGRAMS FOR MORE INFORMATION.

12. PLUMBING CONTRACTOR SHALL CUT AND PATCH EXISTING FLOORS, WALLS AND CEILINGS AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED OTHERWISE. REFER TO SPECIFICATION SECTION 22 05

05 FOR ADDITIONAL INFORMATION.

13. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT, RECTILINEAR

APPEARANCE WHEN COMPLETED. MAXIMUM HEAD ROOM SHALL BE MAINTAINED AT ALL TIMES.

14. ROUTE SANITARY SEWER, STORM SEWER, DOMESTIC WATER, AND FIRE PROTECTION SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING UNLESS NOTED OTHERWISE. REFER TO CIVIL UTILITIES PLANS FOR

MMORE INFORMATION.

15. PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPING THROUGH FOUNDATIONS, FLOORS, WALLS, AND

ROOF.

16. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM.

17. ROUTE UNDERGROUND PIPING TO AVOID COLUMNS AND FOOTINGS. COORDINATE ROUTE OF PIPING WITH COR AND STRUCTURAL ENGINEER. PIPE TRENCHES SHALL BE CONSTRUCTED TO MEET CISPI

INSTALLATION INSTRUCTIONS OR ASTM D2321. SEE SPECIFICATIONS.

18. SEE HVAC PLANS FOR NATURAL GAS PIPING SIZES AND LOCATIONS.

PLUMBING GENERAL NOTES

THESE NOTES APPLY TO ALL PLUMBING SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO PIPING

AND TEMPERATURE CONTROL.

1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND THE SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE

WITHOUT THE OTHER.

2. DRAWINGS ARE DIAGRAMMATIC. THE INTENT IS TO INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT. HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED

COMPLETE, TESTED AND OPERATIONAL.

3. CONTRACTORS SHALL REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AS WELL AS SPECIFICATIONS AND DRAWINGS OF OTHER DISCIPLINES AND FOR GENERAL INFORMATION

NECESSARY TO COMPLETE THE WORK.

4. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, THE REGULATIONS, CODES, ORDINANCES AND LAWS OF LOCAL, STATE AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION.

5. ALL PRODUCTS, OR PRE-APPROVED SUBSTITUTES, SHALL MEET THE SPECIFIED CRITERIA OF THE LISTED MANUFACTURER AND MODEL NUMBER IN THE MECHANICAL SCHEDULES. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT A COPY OF SHOP DRAWINGS AND EQUIPMENT DATA FOR MATERIALS AND EQUIPMENT TO THE ENGINEER FOR REVIEW AND APPROVAL. REFER TO SPECIFICATION SECTION 01 33

23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, FOR MORE INFORMATION.

6. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER

BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

7. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT, RECTILINEAR

APPEARANCE WHEN COMPLETED. ZEMAXIMUM HEAD ROOM SHALL BE MAINTAINED AT ALL TIMES.

8. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE

ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

9. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE

SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

10. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES

REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

11. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN

SPRINKLERS.

12. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR

PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

13. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR

WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

14. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH

WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

15. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO

ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

16. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL

SLEEVE PERIMETER TO BE WATERTIGHT.

17. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED

SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

18. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

19. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR STARTERS, SWITCHES, AND DISCONNECTS. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL MAINTAIN ALL WORKING CLEARANCES PER CODE FOR THE ELECTRICAL EQUIPMENT. NO PIPING (OR DUCTWORK)

SHALL BE ROUTED OVER, UNDER OR ADJACENT TO ELECTRICAL EQUIPMENT. COORDINATE WITH

ELECTRICAL CONTRACTOR PRIOR TO ROUGH-IN. ANY CONFLICTS WILL RESULT IN THE PIPING (AND

DUCTWORK) BEING RELOCATED AT THE CONTRACTOR'S EXPENSE.

20. STRUCTURAL TO PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT. THIS CONTRACTOR SHALL COORDINATE FINAL EQUIPMENT SELECTION DIMENSIONS WITH THE STRUCTURAL ENGINEER AND COR IN WRITING.

21. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON- STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE

APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL GENERAL NOTES

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO

VENTILATION, PIPING, PLUMBING AND TEMPERATURE CONTROL.

A. A COPY OF "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA, ANSI/SMACNA 001-2008 SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL

TIMES.

B. ALL MECHANIC, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED OR BRACED TO

MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTION

161A.1.18 THROUGH 161A.1.26 AND ASCE 7-10 CHAPTERS 13, 29, AND 30.

C. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 2019 CBC SECTION 1616A.1.23, 1616A.1.24, 1616A.1.25 AND 1616A.1.26.

SEISMIC MECHANICAL GENERAL NOTES

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS TO

COR, ENGINEER OF RECORD AND ARCHITECT IN WRITING BEFORE PROCEEDING.

2. NOT ALL EXISTING PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY

ENGINEER IN WRITING OF ANY CONFLICTS WITH THE NEW WORK.

3. CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE COR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO

ALLOW ACCESS TO HIS/HER AREA OF WORK.

4. COMPLY WITH DIVISION 1 CONTINUITY OF SERVICES REQUIREMENTS.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC

OF AFFECTED AREAS PRIOR TO BIDDING.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE

GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

7. THE CONTRACTOR SHALL REMOVE EXISTING PLUMBING, AND PIPING SYSTEMS AS INDICATED.

DEMOLITION SHALL INCLUDE ALL ASSOCIATED HANGERS, SUPPORTS, AND DEFUNCT CONTROLS AND ALL

OTHER ASSOCIATED ACCESSORIES.

8. TO MINIMIZE BUILDING DOWNTIME AND MAXIMIZE EFFICIENCY, THE CONTRACTOR SHALL COORDINATE THE DEMOLITION OF EXISTING SYSTEMS WITH THE "ROUGH-IN" OF NEW WORK. WHEREVER POSSIBLE, THE REMOVAL OF EXISTING PLUMBING COMPONENTS AND THE INSTALLATION OF NEW SUPPORTS, SLEEVES, AND HANGERS SHALL OCCUR AS A SINGLE CONTINUOUS OPERATION.

9. WHILE WALLS, CEILINGS, OR FLOORS ARE OPENED FOR DEMOLITION, THE CONTRACTOR SHALL PERFORM ALL NECESSARY CUTTING, CORING, AND PATCHING REQUIRED FOR THE NEW INSTALLATION

WITHIN THE SAME AREA.

10. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE.

11. PRIOR TO BEGINNNING WORK, EXISTING LINES TO BE TIED INTO SHALL BE INSPECTED WITH CCTV

INSPECTIONS TO VERIFY CONDITION AND ENSURE THE LINES ARE FREE FROM OBSTRUCTIONS.

CONTRACTOR SHALL ASSUME ALL COSTS FOR CCTV INSPECTIONS AS PART OF THE BASE BID. IF ANY PROPOSED PIPING ROUTE IS IN POOR CONDITION AND/OR HAS OBSTRUCTIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY FOR A REROUTING DETERMINATION BEFORE

WORK PROCEEDS.

12. PRIOR TO ANY SAW-CUTTING, TRENCHING, OR CORE-DRILLING FOR REMOVAL OF EXISTING SANITARY

SEWER PIPING AND NEW SANITARY SEWER ROUTING, THIS CONTRACTOR SHALL PERFORM A

COMPREHENSIVE SUBSURFACE INVESTIGATION. THIS INCLUDES X-RAY OR GROUND PENETRATING RADAR (GPR) SCANNING OF ALL FLOOR SLABS AND WALL SECTIONS TO BE PENETRATED TO IDENTIFY THE LOCATION OF EXISTING REBAR, POST-TENSION CABLES, ELECTRICAL CONDUITS, AND OTHER EMBEDDED UTILITIES. ALL SCANNING FINDINGS MUST BE CLEARLY MARKED ON THE SURFACE OF THE

SLAB OR WALL. IF ANY PROPOSED PIPING ROUTE CONFLICTS WITH STRUCTURAL MEMBERS OR

CRITICAL UTILITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY FOR A REROUTING DETERMINATION BEFORE WORK PROCEEDS. CONTRACTOR SHALL ASSUME ALL COSTS FOR

SCANNING AS PART OF THE BASE BID.

PLUMBING DEMOLITION NOTES

THESE NOTES APPLY TO ALL PLUMBING SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROLS.

PLUMBING SHEET LIST

SHEET NO. SHEET NAME

P001 PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

PD101 PLUMBING DEMOLITION - LOWER LEVEL

PD111 PLUMBING DEMOLITION - FIRST LEVEL

PL101 PLUMBING PLAN - LOWER LEVEL

PL111 PLUMBING PLAN - FIRST LEVEL

P701 PLUMBING PIPING - SANITARY WASTE AND VENT PLUMBING RISER DIAGRAM

P702 PLUMBING PIPING - DOMESTIC WATER PLUMBING RISER DIAGRAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:1

A

M

P001

PLUMBING SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

12" 300 mm

10" 250 mm

8" 200 mm

6" 150 mm

4" 100 mm

3" 80 mm

2 1/2" 65 mm

2" 50 mm

1 1/2" 40 mm

1 1/4" 32 mm

1" 25 mm

3/4" 20 mm

1/2" 15 mm

3/8" 10 mm

IMPERIAL

NPS

METRIC

DN

NOMINAL PIPE

SIZES

THIS CHART IS FOR REFERENCE ONLY.

REFER TO SPECIFICATIONS FOR SPECIFIC PIPE SLOPES.

1/4" PER FOOT

(25' PER 100')

20.83 mm/m 0.0208 2.08%

1/8" PER FOOT

(12.5' PER 100')

10.42 mm/m 0.0104 1.04%

6" PER 100' 5.00 mm/m 0.005 0.50%

3" PER 100' 2.50 mm/m 0.0025 0.25%

1-1/2" PER 100' 1.25 mm/m 0.00125 0.13%

3/4" PER 100' 0.63 mm/m 0.000625 0.06%

IMPERIAL SLOPE

(PER 100')

METRIC

EQUIVALENT

(mm/m)

DECIMAL SLOPE

(RISE/RUN)

PERCENT

SLOPE

PIPE SLOPES

Revisions: Date:

Title Sheet Revision P-001

VA

F

O R

M

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

F

C

(E) 4" SS

(E) 4" SS

(E) 3/4" HW(E) 3/4" HW

(E) 3/4" (E) 3/4" CW (E) 3/4" CW

(E) 4" SS(E) 4" SS

(E) 3/4" CW

(E) 4" SS

(E) 3/4" CW

(E) 4" SS (E) 4" SS

(E) 2" V

(E) 1 1/2" CW

(E) 2" CW

(E) 4" SS

(E

3/ 4"

C W

(E

4" S

S

(E

3/ 4"

C W(E

4"

S S

(E

3/ 4"

C W

(E

2" V

(E

2" V

(E

2" S

S (E

1/ 2"

C W

(E

3/ 4"

H W

(E

4" S

S

(E) 4" SS

(E) 2" SS (E) 2" SS(E

4" S

S

(E

3" S

S

(E

4" S

S

(E

3/ 4"

C W

(E) 1 1/2" CW

(E) 2" V

(E) 2" V

(E

4" S

S

(E ) 2

" S S

(E) 1/2" HW

(E) 1/2" CW

(E)WH-2

(E)3" FD-1

(E)4" FD-1

(E)4" FCO

(E)4" FD-1

(E)4" AD-1

(E)4" FCO

(E

2" V

UNDERGROUND

(E ) 4

" S D

3 54.1 5.13.1

D.1

(E ) 4

" S D

UNEXCAVATED

FOOTING SHOWN FOR

REFERENCE ONLY,

TYPICAL

AT EXISTING MANHOLE;

6" PVC, INVERT ELEV: 88.50'

FINISHED FLOOR ELEVATION = 91.6 FT

H

G

E

D

UP TO EXISTING HOSE BIBB. FIELD

VERIFY PIPE ROUTING AND LOCATION.

PLUMBING DEMOLITION KEYED NOTES

REMOVE EXISTING WATER HEATER, ALL CONTROLS AND ASSOCIATED

ACCESSORIES AND PIPING.

2 REMOVE EXISTING SANITARY SEWER PIPING AND RISERS AS INDICATED

3 REMOVE AREA DRAIN AND CAP

REMOVE EXISTING CW PIPING AS INDICATED. PREPARE EXISTING PIPING

TO REMAIN FOR NEW CONNECTIONS.

5 REMOVE SANITARY SEWER LEADER DOWN TO BELOW FINISHED FLOOR.

REMOVE UNDERGROUND SANITARY SEWER PIPING TO THE EXTEND

SHOWN. FIELD VERIFYTHE EXTENT OF DEMOLITION REQUIRED. SAWCUT

EXISTING FLOOR AS REQUIRED. PREVIOUS PIPING INVESTIGATIONS

INDICATE UNUSUAL PIPING ROUTING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:2

A

M

PD101

PLUMBING DEMOLITION - LOWER LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

1/4" = 1'-0"

PLUMBING DEMOLITION - LOWER LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

(E

2" V

(E

2" V (E

1/ 2"

V

(E

2" S

S

(E

1/ 2"

H W

(E

1/ 2"

C W

(E

1/ 2"

H W

(E) 1/2" CW

(E) 2" SS

(E) 2" V (E) 2" V (E) 3/4" CW UP

(E

1/ 2"

C W

(E

1/ 2"

H W

(E) 3/4" HW DN

(E) 2" CW UP

(E)4" FCO

(E) 1 1/2" CW UP

(E) 3/4" HW DN

(E

2" V

(E

2" V

(E

1/

2" C

W

(E) 2" V

(E)2" FD-1(E)2" FD-1

(E) EWC

(E)2" FD-1

(E) MS

(E)4" WCO

(E)2" WCO

(E) WATER

METER AND

PRV ASSEMBLY

HAC

OPERATIONAL CTR

ADMIN OFFICER

MENS

MULTIPURPOSE ROOM

WOMENS

LOBBY

HALLWAY

STORAGE

WORKSTATIONS

HALLWAY

105b

1 1

5 5

(E)WH-1

3 54.1 5.13.1

D.1

H

G

E

D

REMOVE EXISTING FREEZELESS WALL HYDRANT

AND STORE FOR RELOCATION AND REUSE. FIELD

VERIFY LOCATION.

REMOVE EXISTING FREEZELESS WALL HYDRANT

AND STORE FOR RELOCATION AND REUSE. FIELD

VERIFY LOCATION.

PLUMBING DEMOLITION KEYED NOTES

REMOVE EXISTING PLUMBING FIXTURES, ASSOCIATED ACCESSORIES AND

ALL PIPING IN RESTROOM.

REMOVE EXISTING PLUMBING FIXTURES, ASSOCIATED ACCESSORIES AND

PIPING.

3 EXISTING 2" UP THRU ROOF TO REMAIN.

4 REMOVE 3/4" CW UP IN WALL.

REMOVE EXISTING PLUMBING FIXTURE AND PREPARE EXISTING PIPING

FOR INSTALLATION OF NEW FIXTURE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:2

A

M

PD111

PLUMBING DEMOLITION - FIRST LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

1/4" = 1'-0"

PLUMBING DEMOLITION - FIRST LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

(E

2" V

(E

2" S

S

(E

3" S

S

(E

4" S

S

(E

4" S

S (E

4"

S S

(E) 4" SS

(E) 2" V

(E) 2" V (E) 2" V

(E) 4" SS

(E) 1 1/2" CW

(E) 2" CW

(E

3/ 4"

C W

(E

3/ 4"

H W

(E

1/

2" C

W

(E

2" V

(E) 4" SS

4" S

S (E

) 2 " S

S

(E

3/ 4"

C W

(E)3" FD-1

(E)4" FD-1

(E)4" FD-1

UNDERGROUND

1/

2" C

W

1 1/2" CW

4" SS

2" SS

2" SS

1 1/2" CW

1 1/2" CW

2" S

S 2"

S S

3/4" HW

ET-1

CP-1

WH-2

4" AD-1

(E ) 4

" S D

UP TO SINK

UP TO

(E) MS

UP TO

(E) WCO

UP TO

(E) LAV

UP TO

(E) LAV

UP TO

(E) FD

UP TO

(E) FD

UP TO

(E) FD

UP TO (E) WC

AND (E)URINAL

UP TO BACK TO

BACK (E) WC

UP TO (E) WCO

UP

(E) 2" CW UP

DN

UP TO

(E) FCO

2" SS

(E) 4" SS

UP TO

(E) EWC

1 2.1 3 54.1 5.13.12

D.1

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

4" S

D (E

4" S

S

FOOTINGS SHOWN FOR REFERENCE. SEE STRUCTURAL

PLANS FOR MORE INFORMATION.

FOOTING SHOWN

FOR REFERENCE

ONLY, TYPICAL

AT MANHOLE;

6" PVC, INVERT ELEV: 88.50'

FINISHED FLOOR ELEVATION = 91.6 FT

CAP

4" SS

84" SS

4" SS

H

G

E

B

A

D

3/4" CW

3/ 4"

C W

3/ 4"

C W

3/4" CW 1/2" CW

3/4" HW-R

1 1/2" CW

3/4" CW

3/4" HW

3/4" CW UP TO

HOSE BIBB

3/ 4"

C W

3/ 4"

C W

3/4" CW UP TO

HOSE BIBB

ABANDONED

IN PLACE

UNDERGROUND

PLUMBING PLAN KEYED NOTES

EXTEND AND CONNECT 2"W TO EXISTING SANITARY MAIN. COORDINATE

INVERT ELEVATION IN THE FIELD.

2 COORDINATE INVERT ELEVATION LOCATION AND ROUTING WITH CIVIL.

3 UP TO LAV

4 UP TO FLOOR DRAIN

5 UP TO WATER CLOSET

WATER HEATER MOUNTED ON PLATFORM A MINIMUM OF 48" AFF. SEE

DETAILS AND SPECIFICATIONS FOR MOR INFORMATION.

7 ROUTE NEW SANITARY SEWER PIPING DOWN BELOW FINISHED FLOOR

FIELD VERIFY ROUTING AND INVERT ELEVATION OF EXISTING SANITARY

SEWER PIPE BEFORE INSTALLING THE NEW SANITARY MAIN. NOTIFY THE

ENGINEER OF RECORD IN WRITING OF NEW PROPOSED PIPE ROUTE IF

NECESSARY TO REROUT PIPING.

INSULATE UNDERGROUND DOMESTIC WATER PIPING PER VA

SPECIFICATION SECTION 22 07 11. PROVIDE CONTINUOUS 30-MIL PVC

JACKET SEALED WATERTIGHT WITH MANUFACTURER-RECOMMENDED

ADHESIVE AT ALL SEAMS AND JOINTS.

10 PROVIDE DRIP PANS FOR DOMESTIC WATER IN TECHNOLOGY ROOM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:3

A

M

PL101

PLUMBING PLAN - LOWER LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

1/4" = 1'-0"

PLUMBING PLAN - LOWER LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

ASSISTANT DIRECTOR

PROGRAM ANALYST

BUDGET ANALYST

HAC

OPERATIONAL CTR

DIRECTOR

ADMIN OFFICER

MENS

MULTIPURPOSE ROOM

108STAFF WOMEN

113A

STAFF MEN

114A

WOMENS

LOBBY

HALLWAY

STORAGE

HALLWAY

105c

WORKSTATIONS

HALLWAY

105b

BREAK ROOM

1/2" CW

(E) 3/4" HW DN

(E) 2" CW UP

(E)4" FCO

(E)2" FD-1(E)2" FD-1

(E)2" FD-1

(E) MS

(E)2" WCO

(E) WATER

METER AND

PRV ASSEMBLY

(E) 2" VTR

1 1/4" CW DN

2" FD-1 2" FD-1

1/2" HW DN

& UP

(E)WH-1

P-609

P-430 P-430

P-103

P-103A P-103A

P-201

(E)4" WCO

(E) 1/2"(E) 1/2"

P-401P-115 P-401

P-532

P-812

P-115

(E

2" V

(E

1/

2" C

W

(E) 2" V

(E) 1 1/2" CW UP

(E) 3/4" HW DN

2 2

(E) 3/4" CW

(E) 1 1/2" CW DN

(E) 2" V

1 2.1 3 54.1 5.13.12

D.1

NO PLUMBING PIPING SHALL BE INSTALLED ABOVE

NOR 3'-6" IN FRONT OF ALL ELECTRICAL PANELS

H

G

E

B

A

D

WH-3

1/

2" V

1/2" HW DN

& UP

1 1/2" V 2" V 2" V

1 1/4" CW DN

3/4" CW UP

RE-INSTALL RELOCATED

FREEZELESS WALL HYDRANT (±)18"

ABOVE GRADE. COORDINATE WITH

ARCHITECT AND COR.

RE-INSTALL RELOCATED

FREEZELESS WALL HYDRANT (±)18"

ABOVE GRADE. COORDINATE WITH

ARCHITECT AND COR.

3/4" CW UP

1/2" CW

P-812

5 5

PLUMBING PLAN KEYED NOTES

1 1 1/2" V UP TO 4" VTR

PROVIDE NEW PLUMBING FIXTURES AS SCHEDULED IN PLACE OF EXISTING

FIXTURES.

3 (E) 2"V UP TO 4" VTR. PROVIDE NEW VTR.

4 (E) 3"V UP TO 4" VTR. PROVIDE NEW VTR.

COORDINATE LOCATION AND HEIGHT ABOVE FINISHED FLOOR WITH

ARCHITECTURAL AND INTERIOR DESIGN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:3

A

M

PL111

PLUMBING PLAN - FIRST LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

1/4" = 1'-0"

PLUMBING PLAN - FIRST LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

(E) 2 " V

(E) 2" V

(E) 2" V

(E) 4" SS

(E

4" S

S

(E) 4 " S

S

(E) 2" V

(E) 2

" V

(E) 4 " S

S

(E) 3" SS

4" SS4" S

S

2" SS

2" SS

(E

2" V

1/

2" V

2" V

2" V

(E) 4" SS

(E

2" V

UNDERGROUND

(E) 2" SS

(E) 4" SS

(E)4" WCO

(E)2" WCO

(E)3" FD-1

(E)4" FD-1

(E)4" FD-1

2" S S

1/

2" V

2" SS

4" CO

4" SS

1/

2" V

4" SD(E

4" S

D

4" AD-1

(E)2" FD-1

(E)2" FD-1

(E

2" V

(E) 2" V

(E

2" V

(E

2" V(E

3"

V

(E

1/

2" V

(E

2" V

(E

1/

2" V

(E

3" V

(E)2" FD-1

(E)4" FCO

P-609

P-430

P-430

P-201

P-103

P-103

P-103

CAPPED

P-401

P-115

P-115

P-401

2" FD-1

2" FD-1

P-532

UP TO 4" VTR

UP TO NEW 4" VTR

1/

2" V

1/

2" V

1/

2" V

1 1/2" V

2" V

2" V

(E) 4" SS

CAP

REFER TO CIVIL AND LANDSCAPE

DRAWINGS FOR CONTINUATION

ABANDON IN PLACEEXTEND AND CONNECT TO EXISTING. COORDINATE

FINAL ROUTING IN THE FIELD.

4" S

S

4" S S

4" S S

4" S S

UP TO NEW 4" VTR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:4

A

M

P701

PLUMBING PIPING - SANITARY WASTE AND

VENT PLUMBING RISER DIAGRAM

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

NOT TO SCALE1

SANITARY WASTE & VENT RISER DIAGRAM

(E)MS

Revisions: Date:

P-701

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

1 1/2" C W

1 1/2" CW

(E) 1 1/2" C

W

1/2" C W

WH-2

CP-1

3/4" HW

ET-1

(E) 2 " C

W

(E)WH-1

(E) 3/4" CW

1 1/2" CW

1 1/2" C W

P-401

P-115

P-115

P-401

P-532

P-812

P-609

P-430

P-430

P-201

P-103

P-103

P-103

(E) 1/2" CW

(E) 1/2" HW

(E

3/ 4"

C W

(E

3/ 4"

H W

(E

3/ 4"

H W

(E

3/ 4"

C W

(E) 3/4" HW (E) 1 1/2" CW

(E) 1 1/2" CW

(E) 1 1/2" CW

(E) 1 1/2" C

W

EXISTING METER/

PRV ASSEMBLY

WH-3

3/4" CW

3/4" C W

3/4" CW

3/4" C W

1 1/2" CW

1/2" CW

1/2"

3/4" HW

1/2"

3/4" HW-R

1 1/4" CW

1 1/4" CW

1/2" HW

1/2" CW

3/4" CW

3/4" CW

RELOCATED

FREEZELESS WALL

HYDRANT

RELOCATED

FREEZELESS WALL

HYDRANT

P-812

1/2" CW

ROUTE IN WALL,

TYPICAL OF 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:4

A

M

P702

PLUMBING PIPING - DOMESTIC WATER

PLUMBING RISER DIAGRAM

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

NOT TO SCALE1

DOMESTIC WATER RISER DIAGRAM

(E)MS

Revisions: Date:

P-701P-702

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

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IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction