Attachment 8 - Drawings_619A4-23-111 Replace Sewer Lift Pump B12.pdf

PDF 6 MB Posted Jan 22, 2025

Attached to: Replace Sewer Lift Pump in Building 12 | Project No. 619A4-23-111.
Solicitation number: 36C24725R0023
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 7

About this file

Written by GovTribe AI · Jan 22, 2025

This is a set of construction drawings for replacing a sewer lift pump in Building 12 at the CAVHCS East VA Medical Center in Tuskegee, Alabama (Project #619A4.23.111). The drawings detail the removal of an existing sewage lift pump installed around 1923 and installation of new duplex sewer pumps with basin on the first floor of Building 12.

The drawings include plumbing and electrical specifications for installing two new 7.5 HP sewage pumps (SP-1 and SP-2) rated at 207 GPM at 31 ft head, operating at 460V/3-phase power. The pump system will include a 6'-0" diameter by 8'-0" deep fiberglass basin, automatic controls, level alarms, and connection to the building automation system. The pumps will serve buildings 12, 13, 14, 15, and 65, connecting to the existing 6" force main and gravity drain lines. The electrical scope includes new 20A/3P circuit breaker connections from panel PP12-1 for the pumps and a 20A/1P connection from panel LP12-1 for the control panel. The drawings specify that the new pump system must be fully operational for 2 weeks before the existing pump can be removed.

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Other files

File	Type	Posted
Amendment 0005 with RFI 2 Response 36C24725R0023.pdf	PDF	Mar 7, 2025
Amendment 0004 36C24725R0023 Proposal Date Extension.pdf	PDF	Mar 6, 2025
Amendment 0003 with attachment 07 92 00 Joint Sealant.pdf	PDF	Feb 4, 2025
Site Visit Sign In Sewage Pump.pdf	PDF	Feb 4, 2025
Amendment 0002 Site Visit Attendee List 36C24725R0023.pdf	PDF	Feb 4, 2025
Amendment 0001 36C24725R0023_Project 619A4-23-111 - Replace Sewer Lift in Building 12.pdf	PDF	Jan 27, 2025
Attachment 7 - Narrative Replace Sewer Lift Pump B12.pdf	PDF	Jan 22, 2025
Attachment 9- Specifications_619A4-23-111 Replace Sewer Lift Pump B12.pdf	PDF	Jan 22, 2025
Attachment 4 - Price Breakdown Worksheet- R. 11-14-24.xlsx	XLSX spreadsheet	Jan 22, 2025
Attachment 5 - Wage Determination-AL20240078_01-03-2025.pdf	PDF	Jan 22, 2025
36C24725R0023_1.docx	DOCX document	Jan 22, 2025
Attachment 1 - Experience Modification Rate Form.pdf	PDF	Jan 22, 2025
Attachment 6 - Invoicing.pdf	PDF	Jan 22, 2025
Attachment 2 - VAAR 852.219-75 VA Notice of Limitations on Subcontracting Jan 2023 Deviation.pdf	PDF	Jan 22, 2025
Attachment 3 - Past Performance Questionnaire -PPQ.docx	DOCX document	Jan 22, 2025

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I 85

TUSKEGEE

VA MEDICAL

CENTER

N MAIN ST

IDW

AY RD

MIDW

AY RD

TAYLOR ST

W MONTGOMERY RD

W GATE RD

HOSPITAL RD

ROBERT CIR.

H O

A L

R D

HOSPITAL RD.

Department of

VETERANS AFFAIRS

CAVHCS EAST VA MEDICAL CENTER

TUSKEGEE, ALABAMA

REPLACE SEWER LIFT PUMP IN BUILDING 12

PROJECT # 619A4.23.111

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

2/12/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

COVER SHEET

VICINITY / CAMPUS MAPS

DRAWINGS INDEX

G-001 1 11plbHJM

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text F

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text ATRIAX, PLLC 703 MAIN AVENUE SW HICKORY, NC 28602 PHONE: 828.315.9962 FAX: 828.315.9964 NC ENGINEERING LICENSE NO: P-0214 NC ARCHITECTURE LICENSE NO: 51254

AutoCAD SHX Text 02/12/2024

AutoCAD SHX Text

IN BUILDING 12

AutoCAD SHX Text

REPLACE SEWER LIFT PUMP

AutoCAD SHX Text

TUSKEGEE

AutoCAD SHX Text

CAVHCS EAST VAMC

AutoCAD SHX Text

AutoCAD SHX Text 619A4.23.111

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Approved:

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AutoCAD SHX Text Approved:

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AutoCAD SHX Text Approved:

AutoCAD SHX Text Date:

AutoCAD SHX Text Reviewed:

AutoCAD SHX Text Date:

AutoCAD SHX Text Requesting Service

AutoCAD SHX Text Chief, FMS

AutoCAD SHX Text Infection Control

AutoCAD SHX Text Associate Director for Patient Care Services

AutoCAD SHX Text M & R Supervisor

AutoCAD SHX Text Chief of Staff

AutoCAD SHX Text Safety Manager

AutoCAD SHX Text Associate Director

AutoCAD SHX Text

AFGE

AutoCAD SHX Text Medical Center Director

AutoCAD SHX Text DRAWING INDEX GENERAL G-001 1 OF 11 COVER SHEET - VICINITY/CAMPUS MAPS - DRAWING INDEX 1 OF 11 COVER SHEET - VICINITY/CAMPUS MAPS - DRAWING INDEX COVER SHEET - VICINITY/CAMPUS MAPS - DRAWING INDEX CIVIL C-501 2 OF 11 SITE DETAILS 2 OF 11 SITE DETAILS SITE DETAILS PLUMBING P000 3 OF 11 PLUMBING SYMBOLS AND ABBREVIATIONS 3 OF 11 PLUMBING SYMBOLS AND ABBREVIATIONS PLUMBING SYMBOLS AND ABBREVIATIONS P100 4 OF 11 PLUMBING DEMOLITION 4 OF 11 PLUMBING DEMOLITION PLUMBING DEMOLITION PP200 5 OF 11 FLOOR PLAN - PLUMBING 5 OF 11 FLOOR PLAN - PLUMBING FLOOR PLAN - PLUMBING P600 6 OF 11 PLUMBING SCHEDULES AND DETAILS 6 OF 11 PLUMBING SCHEDULES AND DETAILS PLUMBING SCHEDULES AND DETAILS ELECTRICAL E000 7 OF 11 ELECTRICAL SYMBOLS AND ABBREVIATIONS 7 OF 11 ELECTRICAL SYMBOLS AND ABBREVIATIONS ELECTRICAL SYMBOLS AND ABBREVIATIONS EP200 8 OF 11 FIRST FLOOR PLAN - POWER 8 OF 11 FIRST FLOOR PLAN - POWER FIRST FLOOR PLAN - POWER EP201 9 OF 11 SECOND FLOOR PLAN - POWER 9 OF 11 SECOND FLOOR PLAN - POWER SECOND FLOOR PLAN - POWER E500 10 OF 11 ONE LINE DIAGRAM 10 OF 11 ONE LINE DIAGRAM ONE LINE DIAGRAM E600 11 OF 11 ELECTRICAL DETAILS11 OF 11 ELECTRICAL DETAILSELECTRICAL DETAILS

AutoCAD SHX Text

VICINITY MAP NTS

AutoCAD SHX Text

CAMPUS MAP NTS

CONTRACT LIMIT LINE

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING / EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

NEW LINE

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ARCHITECTURAL SYMBOLS (NOT ALL SYMBOLS ARE USED ON THIS PROJECT)

CENTER LINE

GRAPHIC SCALE, 18"=1'-0"

KEYNOTE

NORTH ARROW

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR

INSTALLED

CC ITEM - CONTRACTOR SUPPLIED & INSTALLED

SECTION INDICATOR

DETAIL INDICATOR

PARTITION TYPE DESIGNATION

1-HR RATED WALL

2-HR RATED WALL

DOOR / OPENING IDENTIFIER

ROOM NAME AND NUMBER

COLUMN GRID

FIRE EXTINGUISHER CABINET

CONCRETE

EARTH

BASE COURSE

RIGID INSULATION

BATT INSULATION

ACOUSTICAL CEILING TILE

GYPSUM BOARD

CEILING HEIGHT ABOVE FLOOR

RECESSED DOWN LIGHT (NEW) Ref. Electrical Drawings

EXIT LIGHT

MECHANICAL SUPPLY DIFFUSER Ref. Mechanical Drawings

LIGHT FIXTURES (NEW) Ref. Electrical Drawings

CAMERA

ACCESS PANEL

MECHANICAL RETURN GRILLE Ref. Mechanical Drawings

MECHANICAL EXHAUST GRILLE Ref. Mechanical Drawings

1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO COLUMN CENTERLINE,

CENTER OF INTERIOR GYPSUM BOARD PARTITION, INSIDE FACE OF EXTERIOR

WALLS, FACE OF MASONRY WALLS AND FACE OF EXISTING WALLS.

2. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF EQUIPMENT, CASEWORK,

PLUMBING FIXTURES, ETC., ALL DIMENSIONS REFERRING TO THE SPACE

WHERE SUCH ITEMS ARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM

SUPPLIED.

3. MAJOR MECHANICAL AND ELECTRICAL ITEMS ARE SHOWN ON THIS DRAWING

FOR GENERAL LOCATION WITHIN THE CEILING SYSTEM. SEE MECHANICAL AND

ELECTRICAL DRAWING FOR INFORMATION DESCRIBING THE SYSTEMS TO

WHICH THEY BELONG AND FOR ADDITIONAL SECONDARY CEILING MOUNTED

DEVICES.

4. CENTER ACOUSTICAL CEILING TILE IN ROOM UNLESS NOTED OTHERWISE.

ARCHITECTURAL NOTES

9" M

1' -0

" M

5" 5" 2"

4' -0

" M

-0 " A

6' -0

8'-0"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE

BLUE

PAINT BORDER

MEMBER

BLACK ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES

IN SAME PLANE

METAL FACE

WHITE ENAMEL

2"x4" [51x102mm] FRAME

AND BRACE IN BACK

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO

BE PAINTED WHITE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER

FRAME AND SECURE

WITH FLAT HEAD

DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1 1/2"

[38mm] HIGH TO BE

CENTERED HORIZONTAL

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND

OCCUR BETWEEN LINES

OF LETTERING.

NOTE:

4"x4" [102x102mm] POSTS

PAINTED WHITE

SECTION ON CENTERLINEELEVATION

THIS SPACE FOR CONTRACTOR'S NAME

ONE OR TWO LINES AS REQUIRED

THIS SPACE FOR PROJECT TITLE LETTERING

TO BE HELVETICA STYPE 5" HIGH CENTERED

BETWEEN LETTERING ABOVE AND BELOW

ONE OR TWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY: DEPARTMENT

OF VETERANS AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

[152mm]

[2438mm]

[5 1m m

9m m

[2 m m

S [3 m m

[9 m m

S [1

9m m

[3 m m

S [1 m m

[5 1m m

[1 m m

[5 1m m

NOT TO SCALE1 CONSTRUCTION SIGN

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

2/12/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

SITE DETAILS

C-501 2 11plbHJM

AutoCAD SHX Text

DRAWING BLOCK TITLE

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text C4

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATERIALS LEGEND

AutoCAD SHX Text A4

AutoCAD SHX Text A-201

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

AutoCAD SHX Text A4.3

AutoCAD SHX Text

SHEET WHERE REFERENCED OR DRAWN

AutoCAD SHX Text

RM NO.

AutoCAD SHX Text

RM NAME

AutoCAD SHX Text

FEC

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text L

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text ATRIAX, PLLC 703 MAIN AVENUE SW HICKORY, NC 28602 PHONE: 828.315.9962 FAX: 828.315.9964 NC ENGINEERING LICENSE NO: P-0214 NC ARCHITECTURE LICENSE NO: 51254

AutoCAD SHX Text 02/12/2024

AutoCAD SHX Text

IN BUILDING 12

AutoCAD SHX Text

REPLACE SEWER LIFT PUMP

AutoCAD SHX Text

TUSKEGEE

AutoCAD SHX Text

CAVHCS EAST VAMC

AutoCAD SHX Text

AutoCAD SHX Text 619A4.23.111

AutoCAD SHX Text

ABBREVIATION

GENERAL ABBREVIATIONS

DESCRIPTION ABBREVIATION DESCRIPTION

NOT ALL ABBREVIATIONS APPLY TO THIS SET OF DOCUMENTS

AD ACCESS DOOR/PANEL

AFF ABOVE FINISHED FLOOR

AMB AMBIENT

DIA DIAMETER

DN DOWN

E EXISTING

EC ELECTRICAL CONTRACTOR

EFF EFFICIENCY

GC GENERAL CONTRACTOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

L LENGTH

LF LINEAR FEET

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PC PLUMBING CONTRACTOR

PSIG POUNDS PER SQUARE INCH GAUGE

RPM REVOLUTIONS PER MINUTE

SHT SHEET

TOB TOP OF BEAM

GPM GALLONS PER MINUTE

TOS TOP OF STEEL

BOB BOTTOM OF BEAM

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

UNION

STRAINER WITH BLOW-OFF VALVE

ELBOW UP

ELBOW DOWN

TEE UP

PIPING

- SOLID LINE INDICATES SYSTEM SUPPLY

-- DASHED LINE INDICATES SYSTEM RETURN

NUMBER INDICATES NOMINAL DIAMETER IN INCHES,

LETTER(S) INDICATES SYSTEM.

REFER TO ABBREVIATIONS FOR SYSTEM TYPE.

GENERAL PLUMBING SYMBOLS

SYMBOL DESCRIPTION ADDITIONAL REMARKS

# SHEET NOTE

DENOTES SPECIFIC REQUIREMENT FOR THE SHEET ON WHICH THE NOTE APPEARS

AND IS USED TO DESCRIBE WORK THAT IS TOO LENGTHY TO PLACE ON PLAN.

DIAMETER

DENOTES CONNECTION OF NEW

WORK TO EXISTING SYSTEM

PROTECT EXISTING SYSTEM FROM ENTRANCE OF FOREIGN DEBRIS DURING WORK.

#/# ARROW INDICATES DOWNWARD PIPE SLOPE

#/# INDICATES SLOPE IN INCHES PER FOOT

WHERE PIPING IS NOT MARKED, REFER TO SPECIFICATIONS FOR

REQUIREMENTS

ARROW INDICATES DIRECTION OF FLOW IN

PIPING

ISOLATION VALVE REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

CHECK VALVE

ARROW INDICATES DIRECTION OF NORMAL FLOW

REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

PIPE IN SLEEVE REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

BALANCING DEVICE

# INDICATES FLOW TO BE BALANCED IN GPM

CIRCUIT SETTER, AUTOFLOW, ETC.

REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM#

PRESSURE GAUGE

REFER TO SPECIFICATIONS FOR TYPE AND ACCESSORIES

REFER TO SPECIFICATIONS FOR TYPE AND ACCESSORIESTHERMOMETER

TEE DOWN

TEE HORIZONTAL

PIPE REDUCER

INDICATES POINT WHERE PIPING CHANGES FROM ONE SIZE TO ANOTHER.

SMALL POINT OF ARROW INDICATES SMALLER SIZE SIDE OF TRANSITION.

REQUIRED SERVICE CLEARANCE FOR EQUIPMENT

CONTINUATION SYMBOLS

FIRST SYMBOL APPLIES TO ROUND DUCT AND PIPING.

SECOND SYMBOL APPLIES TO RECTANGULAR AND OVAL DUCT.

ABBREVIATION

PLUMBING ABBREVIATIONS

DESCRIPTION

CHEMICAL VENTCV

BOTTLE/GLASS FILLERBF

ABBREVIATION DESCRIPTION

DOMESTIC HOT WATERHW

DOMESTIC HOT WATER CIRCULATIONHWC

LAVATORYL

NOT ALL ABBREVIATIONS APPLY TO THIS SET OF DOCUMENTS

BACK FLOW PREVENTERBFP

BATH TUBBT

COMPRESSED AIR (NON-MEDICAL)CA

PROPANELPG

LEAVING WATER TEMPERATURELWT

BTU (1000'S)MBH

CONDENSATE DRAINCD

CLEANOUTCO

CONDENSATE PUMPCP

MOP SINKMS

NORMALLY CLOSEDNC

NORMALLY OPENNO

CLINICAL SINKCS

DOMESTIC COLD WATERCW

DRINKING FOUNTAINDF NON-POTABLE WATERNPW

POST INDICATOR VALVEPIV

PRESSURE REDUCING VALVEPRV

DOUBLE GRADE CLEANOUTDGCO

DEIONIZED WATERDI

DEIONIZED WATER CIRCULATINGDIC

ROOF DRAINRD

REVERSE OSMOSIS WATERRO

DEIONIZED HOT WATERDIH

RPZ

REDUCED PRESSURE ZONE (BACK FLOW PREVENTER)

SINK

DEIONIZED HOT WATER CIRCULATINGDIHC

DISTILLED WATERDIS

DISTILLED WATER CIRCULATINGDISC

SANITARY SEWERSAN

SUMP PUMP DRAINSPD

DIALYSIS WATER RETURNDR

DIALYSIS WATER SUPPLYDS

DRAIN TILEDT

SEWAGE EJECTORSE

SHOWERSH

EMERGENCY EYE WASHEEW

EMERGENCY SHOWERES

EMERGENCY SHOWER AND EYE WASH COMBOESEW

STORM OVERFLOWSO

SUMP PUMPSP

SERVICE SINKSS

EXPANSION TANKET

ELECTRIC WATER COOLEREWC

ENTERING WATER TEMPERATUREEWT

STORM SEWERST

TEMPERATURETEMP

URINALUR

FILTERF

FLOOR CLEANOUTFCO

FLOOR DRAINFD

VENTV

VENT THROUGH ROOFVTR

FLOOR SINKFS

WALL BOX

WATER CLOSET

NATURAL GASG

WALL CLEANOUTWCO

GRADE CLEANOUTGCO

HUB DRAINHD

WATER HEATERWH

WATER SOFTENERWS

HORSEPOWERHP

WPD

YCO

WATER PRESSURE DROP

YARD CLEANOUT

GREASE VENTGV

HOSE BIBHB

GREASE WASTEGW

DOWN SPOUT NOZZLEDSN

C.O.

PLUMBING SYMBOLS

SYMBOL DESCRIPTION ADDITIONAL REMARKS

PIPING

- SINGLE DASH INDICATES DOMESTIC COLD WATER

- DOUBLE DASH INDICATES DOMESTIC HOT WATER

- TRIPLE DASH INDICATES HOT WATER CIRCULATING

- SOLID INDICATES SANITARY ABOVE FLOOR

- CONTINUOUS DASHED INDICATES VENT

- LONG DASHED LINES INDICATE SANITARY BELOW

FLOOR

NUMBER INDICATES NOMINAL DIAMETER IN INCHES,

LETTER(S) INDICATES SYSTEM.

REFER TO ABBREVIATIONS FOR SYSTEM TYPE.

ROOF DRAIN

TAG INDICATES DRAIN SIZE IN INCHES AND AREA OF

ROOF DRAINED IN SQUARE FEET

REFER TO PLUMBING FIXTURE SCHEDULE FOR TYPE.

#"RD

# SF

WALL DISCHARGE (DOWNSPOUT NOZZLE)

TAG INDICATES DRAIN SIZE IN INCHES AND AREA OF

ROOF DRAINED IN SQUARE FEET

REFER TO PLUMBING FIXTURE SCHEDULE FOR TYPE.

#"DSN

# SF

FD-# FLOOR DRAIN REFER TO PLUMBING FIXTURE SCHEDULE FOR TYPE.

CLEANOUT CIRCLE INDICATES UP TO FLOOR OR WALL CLEANOUT.

LINE INDICATES END OF PIPE CLEANOUT LOCATED ABOVE A CEILING.

DOUBLE GRADE CLEANOUT REFER TO DETAILS FOR ADDITIONAL REQUIREMENTS.

1. PLUMBING DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF WORK TO BE FURNISHED

AND INSTALLED UNDER THIS CONTRACT. REFER TO ARCHITECTURAL AND STRUCTURALLY

DRAWINGS FOR ALL DIMENSIONS.

2. INSTALL ALL WORK IN ACCORDANCE WITH ALL STATE AND LOCAL PLUMBING CODES.

WHERE CONFLICTS OCCUR BETWEEN CODES AND BETWEEN THE CONSTRUCTION

DOCUMENTS AND CODES, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN.

3. PLUMBING CONTRACTOR SHALL PAY FOR ALL INSPECTION PERMITS, CERTIFICATES,

CONNECTION FEES, SYSTEMS DEMAND CHARGES AND LICENSE FEES IN CONNECTION

WITH THE SCOPE OF PLUMBING WORK TO BE PERFORMED.

4. PLUMBING CONTRACTOR SHALL MAINTAIN A CLEAN WORK AREA AT ALL TIMES AND SHALL

CLEAN CONSTRUCTION SITE OF ALL PLUMBING DEBRIS AT THE END OF THE DAY AND BEFORE

FINAL PAYMENT IS MADE.

5. ALL PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE.

6. BEFORE SUBMITTING PROPOSAL FOR THE WORK TO BE PERFORMED, PLUMBING CONTRACTOR

SHALL VISIT AND EXAMINE THE PREMISES AND SATISFIED HIMSELF AS TO THE EXISTING

CONDITIONS UNDER WHICH THEY WILL BE OBLIGATED TO OPERATE THE WORK UNDER THIS

CONTRACT. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF

OF THE CONTRACTOR FOR ANY ERROR OF NEGLIGENCE ON THEIR PART.

7. ALL MISCELLANEOUS EQUIPMENT TO BE FURNISHED UNDER OTHER SECTIONS OF THE

SPECIFICATIONS THAT REQUIRE PIPING CONNECTIONS SHALL BE RECEIVED AND SET WITH

ROUGH - IN AND FINAL CONNECTIONS MADE UNDER THESE SECTIONS.

8. GRAVITY FLOW SYSTEMS HAVE SPACE PRIORITY FOR SLOPING PIPES, HOWEVER SLOPE MUST

BE STARTED AT HIGHEST POINT POSSIBLE. PLUMBING CONTRACTOR SHALL COORDINATE

ROUTING WITH OTHER TRADES PRIOR TO INSTALLATION.

9. FLOOR PENETRATIONS SHALL BE APPROVED BY THE STRUCUTRAL ENGINEER.

10. FLOOR/WALL PENETRATIONS THROUGH RATED SEPARATIONS SHALL BE SEALED WITH AN

APPROVED FIRE RATED MATERIAL.

11. WALL PENETRATIONS THROUGH NON-RATED PARTITIONS SHALL BE SEALED WITH A NON-

SHRINKING GROUT OR CAULKING MATERIAL.

12. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING

CONDITIONS PRIOR TO STARTING WORK.

13. THE PLUMBING CONTRACTOR SHALL VERIFY PIPING INVERTS AND LOCATIONS PRIOR TO

INSTALLATION.

14. OFFSET NEW PIPING BELOW FLOOR AS REQUIRED TO AVOID CONFLICTS WITH EXISTING

CONDITIONS.

15. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE DISRUPTION OF EXISTING UTILITIES WITH THE OWNER. THE TIME AND DURATION OF THE DISRUPTION SHALL BE

APPROVED BY THE OWNER PRIOR TO THE START OF WORK.

16. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF

EXISTING FLOORS, WALLS AND CEILINGS AS REQUIRED FOR THE DEMOLITION AND

INSTALLATION OF THE PLUMBING SYSTEMS.

PLUMBING GENERAL NOTES:

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com o n e e ig h th in c h o n e fo o t

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

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Project Title

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

Drawing No:

Revision

Drawing Title Project No.

ARCHITECT/ENGINEERS:

Date

BUILDING NUMBER

Location

DrawnChecked

Approved:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

2023 © COPYRIGHT

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

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A T u s k e g e e A

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P000

PLUMBING SYMBOLS AND

ABBREVIATIONS

REPLACE SEWER LIFT

PUMP IN BUILDING 12

SLCCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

Office of Construction and Facilities Management

SHEET INDEX - PLUMBING

Sheet Number Sheet Name

P000 PLUMBING SYMBOLS AND ABBREVIATIONS

P100 FIRST FLOOR PLAN - PLUMBING DEMOLITION

PP200 FIRST FLOOR PLAN - PLUMBING DRAINAGE

P600 PLUMBING SCHEDULES, DETAILS, WASTE AND VENT RISER

Grand total: 4

1 2 3 4 5 6

(E) LIFT STATION

PUMP

(E) 6" FORCE MAIN

TO EXTERIOR

FROM PUMP

(E) 6" GRAVITY DRAIN

FROM BUILDINGS

13, 14, AND 15.

(E) 4" GRAVITY DRAIN

FROM BUILDING 12.

(ABOVE FLOOR)

(E)4" SAN

(E) PUMP CONTROL

PANEL

(E) AIR PIPING

SERVING PUMP

(E) VENT TO

EXTERIOR

DEMO EX 90

ELBOW.

(E) 4" GRAVITY DRAIN

FROM BUILDING 65.

(ABOVE FLOOR)

(E) 4" GRAVITY DRAIN

FROM BUILDING 12.

(ABOVE FLOOR)

CAP

DEMO EX 90

ELBOW.

DEMO 4" PIPING

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Project Title

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

Drawing No:

Revision

Drawing Title Project No.

ARCHITECT/ENGINEERS:

Date

BUILDING NUMBER

Location

DrawnChecked

Approved:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

2023 © COPYRIGHT

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

M B

://2

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A T u s k e g e e A

L L ift S ta tio n /2

A T u s k e g e e A

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E S

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P100

FIRST FLOOR PLAN - PLUMBING

DEMOLITION

REPLACE SEWER LIFT

PUMP IN BUILDING 12

SLCCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

Office of Construction and Facilities Management

1. PLUMBING SYMBOLS AND ABBREVIATIONS GENERAL NOTES APPLY TO ALL SHEETS.

2. ON DEMOLITION PLANS; EXISTING PLUMBING SYSTEMS TO BE REMOVED ARE SHOWN HATCHED AND/OR

DASHED, EXISTING MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER

PLANS, NEW PLUMBING SYSTEMS ARE INDICATED WITH HEAVY LINE WEIGHTS.

3. UNLESS NOTED OTHERWISE, DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL

PIPING, EQUIPMENT AND PIPING INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

4. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO

PERFORM THIS WORK.

5. THE PLUMBING CONTRACTOR SHALL VERIFY EXISTING LOCATIONS OF PLUMBING SYSTEMS PRIOR TO THE

START OF WORK.

6. THE PLUMBING CONTRACTOR SHALL CUT, REMOVE AND PATCH BACK ALL FLOORS, WALLS AND CEILINGS

FOR THE DEMOLITION AND INSTALLATION OF THE PLUMBING SYSTEMS.

7. THE PLUMBING CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE COR 14 DAYS PRIOR TO ANY

SHUTDOWNS FOR APPROVAL.

8. THE NEW PUMPS, BASIN AND PUMP CONTROLS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE

REMOVAL OF THE EXISTING PUMP AND PIPING.

SHEET NOTES:

1. REMOVE EXISTING PUMP AND ALL ASSOCIATED PIPING AND CONNECTIONS AFTER COMPLETE INSTALLATION

OF NEW PUMP AND PUMP IS OPERATIONAL.

2. CAP AND REMOVE EXISTING AIR PIPING SERVING PUMP.

3. REMOVE EXISTING PUMP VENT PIPING TO EXTERIOR. PATCH ALL EXISTING HOLES.

4. REMOVE EXISTING PUMP CONTROL PANEL AND WIRING.

GENERAL NOTES:

N 1/4" = 1'-0"

FIRST FLOOR PLAN - PLUMBING -DEMOLITION

EXISTING PUMP EXISTING PIPING CONNECTIONS TO PUMP

NOTES:

1. DEMOLITION PLAN INDICATES PIPING TO BE DEMOED TO PROVIDE CONNECTIONS FOR THE

EXISTING PUMP TO REMAIN OPERATIONAL DURING THE NEW PUMP INSTALLATION.

AFTER THE NEW PUMP IS OPERATIONAL FOR 2 WEEKS DEMO THE EXISTING PIPING NOT

REQUIRED FOR THE NEW PUMP INSTALL. PROVIDE BLIND FLANGES AND/OR CAPS AS REQUIRED.

2. THE GENERAL CONTRACTOR SHALL PROVIDE A PRESSURE TEST ON THE EXISTING FORCE MAIN PRIOR TO NEW PUMP INSTALLATION. THIS TEST WILL PROVIDE THE LIMITS OF THE PIPELINE, RELIABILITY, MAXIMUM CAPACITY, LEAKS ON JOINTS AND FITTINGS AND PRESSURE. THE TEST

SHALL BE IN ACCORDANCE WITH AWWA AND ASTM STANDARDS.

3. THE GENERAL CONTRACTOR SHALL HAVE EXISTING FLOOR SLAB X-RAYED IN THE AREA OF

WORK PRIOR TO THE CUTTING AND REMOVING OF THE EXISTING FLOOR SLAB.

4. REFER TO ARCHITECTS PLANS FOR PHASING.

GENERATOR

Room

BOILER ROOM

SECONDARY HOT WATER

PUMP

002B

EMERGENCY ELECTRIC

ROOM

003A

ELECTRIC ROOM

003B

AIR COMPRESSOR

002A

FUEL OIL PUMP

002C

STAIR

1 2 3 4 5 6

PB-1

SP-1 SP-2

(E) 6" FORCE MAIN

TO EXTERIOR

FROM PUMP

(E) 6" GRAVITY DRAIN

FROM BUILDINGS

13, 14, AND 15.

(E) 4" GRAVITY DRAIN

FROM BUILDING 65.

(ABOVE FLOOR)

(E) 4" GRAVITY DRAIN

FROM BUILDING 12.

(ABOVE FLOOR)

(E)4" SAN

6" SAN BELOW GRADE

(E)6" SAN

6" SAN DN

4" SAN UP

4" SAN DN

6" SAN

4" SAN

4" VTR

(E) PUMP

WALLS TO BE CONSTRUCTED DURING

BOILER HOUSE RENOVATION.

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Project Title

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

Drawing No:

Revision

Drawing Title Project No.

ARCHITECT/ENGINEERS:

Date

BUILDING NUMBER

Location

DrawnChecked

Approved:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

2023 © COPYRIGHT

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

M B

://2

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A T u s k e g e e A

L L ift S ta tio n /2

A T u s k e g e e A

L L ift S ta tio n S

E S

.rv t

PP200

FIRST FLOOR PLAN - PLUMBING

DRAINAGE

REPLACE SEWER LIFT

PUMP IN BUILDING 12

SLCCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

Office of Construction and Facilities Management

1. PLUMBING SYMBOLS AND ABBREVIATIONS GENERAL NOTES APPLY TO ALL SHEETS.

2. ON DEMOLITION PLANS; EXISTING PLUMBING SYSTEMS TO BE REMOVED ARE SHOWN HATCHED AND/OR

DASHED, EXISTING PLUMBING SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER

PLANS, NEW PLUMBING SYSTEMS ARE INDICATED WITH HEAVY LINE WEIGHTS.

3. UNLESS NOTED OTHERWISE, DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL

PIPING, EQUIPMENT AND PIPING INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

4. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO

PERFORM THIS WORK.

5. THE PLUMBING CONTRACTOR SHALL VERIFY SANITARY PIPING INVERTS PRIOR TO THE START OF WORK.

6. PLUMBING CONTRACTOR SHALL ROUGH-IN AND MAKE FINAL CONNECTIONS TO EQUIPMENT AS REQUIRED.

7. THE PLUMBING CONTRACTOR SHALL CUT, REMOVE AND PATCH BACK ALL FLOORS, WALLS AND CEILINGS

FOR THE DEMOLITION AND INSTALLATION OF THE PLUMBING SYSTEMS.

8. THE PLUMBING CONTRACTOR SHALL VERIFY AND COORDINATE NEW SANITARY PIPING INSTALLATION WITH

EXISTING CONDITIONS.

9. THE NEW PUMPS, BASIN AND PUMP CONTROLS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE

REMOVAL OF THE EXISTING PUMP AND PIPING.

10. THE NEW PUMPS AND PIPING SHALL BE CONTINUOUS AND TROUBLE FREE OPERATIONAL FOR THE

MINIMUM OF 2 WEEKS BEFORE THE REMOVAL OF THE EXISTING PUMP AND PIPING. PROVIDE REQUIRED

VALVES AND PIPING TO SEPARATE EXISTING PUMP FROM NEW PUMP PACKAGE.

11. THE PLUMBING CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE COR 14 DAYS PRIOR TO ANY

SHUTDOWNS FOR APPROVAL.

SHEET NOTES:

1. INSTALL NEW DUPLEX PUMP PACKAGE AND BASIN. PROVIDE ALL NECESSARY PIPING AND MATERIALS FOR A FULLY

OPERATIONAL SYSTEM.

2. INSTALL VALVES ON SANITARY PIPING TO PROVIDE SEPARATION BETWEEN EXISTING PUMP AND NEW PUMP

PACKAGE.

3. ROUTE NEW BASIN VENT UP THROUGH EXISTING ROOF. PATCH EXISTING ROOF TO MATCH. MAINTAIN 25'-0"

REQUIRED CLEARANCES FROM ANY FRESH AIR INTAKE.

4. NEW PUMP CONTROL PANEL. VERIFY FINAL LOCATION WITH OWNER. COORDINATE WITH ELECTRICAL CONTRACTOR.

INSTALL 5'-0" ABOVE FINISHED FLOOR.

5. PROVIDE UNISTRUT WALL TO SUPPORT PIPING AND CONTROL PANEL UNTIL NEW WALL IS CONSTRUCTED. SUPPORT UNISTRUT WALL FROM FLOOR AND EXISTING STRUCTURE. UNISTRUT CHANNEL SHALL BE 12 GAUGE AND A

MINIMUM OF 1-5/8".

GENERAL NOTES:

N 1/4" = 1'-0"

FIRST FLOOR PLAN - PLUMBING DRAINAGE

POINT OF CONNECTION TO EXISTING PIPING POINT OF CONNECTION TO EXISTING FORCE MAIN

NOTES:

1. THE GENERAL CONTRACTOR SHALL PROVIDE A PRESSURE TEST ON THE EXISTING FORCE MAIN PRIOR TO NEW PUMP INSTALLATION. THIS TEST WILL PROVIDE THE LIMITS OF THE PIPELINE, RELIABILITY, MAXIMUM CAPACITY, LEAKS ON JOINTS AND FITTINGS AND PRESSURE. THE TEST SHALL BE IN ACCORDANCE WITH AWWA AND ASTM

STANDARDS.

2. THE GENERAL CONTRACTOR SHALL HAVE EXISTING FLOOR SLAB X-RAYED IN THE AREA OF WORK PRIOR TO THE

CUTTING AND REMOVING OF THE EXISTING FLOOR SLAB.

3. REFER TO ARCHITECTS PLANS FOR PHASING.

PUMP POWER SUPPLY

ELECTRICAL ALTERNATOR

CONTROL PANEL

INDICATOR LAMPS (INSIDE ENCLOSURE)

TOGGLE SWITCHES (INSIDE ENCLOSURE)

DISCONNECT

ALARM LIGHT

CHECK VALVE (TYPICAL)

SHUTOFF VALVE (TYPICAL)

DISHCARGE PIPING (TYPICAL)

FLOAT ASSEMBLY

DUPLEX PUMP PACKAGE

4" BASIN VENT THRU ROOF

NOTES:

1. INSTALL CONTROL PANEL PER MANUFACTURER INSTRUCTIONS. COMPONENTS

AND WIRING ARRANGEMENT MAY DIFFER FROM THAT SHOWN.

2. CONTRACTOR TO VERIFY LOCATION OF SANITARY PIPING PENETRATION INTO

MANUFACTURED BASIN.

3. BASIN SIZE AND DEPTH NOT TO SCALE.

BACKFILL AROUND BASIN

WITH 6" OF SAND

BASIN WITH GASKETED

COVER PLATE

12" DEEP CONCRETE

ANCHOR FLANGE

FINISHED FLOOR

6" SANITARY SEWER

TO BASIN

5'-0" AFF

CONCRETE

SAND

SOIL BACKFILL

REMARKS:

1. PERFORMANCE BASED ON FLUID AND CONDITIONS INDICATED IN THIS SCHEDULE.

2. PROVIDE WITH THE FOLLOWING ACCESSORIES: DISCONNECT, VALVES, CHECK VALVES, UNIONS, ON EACH CONNECTION.

3. ALL WETTED COMPONENTS SHALL BE NSF 61 AND NSF 372 COMPLIANT.

4. PROVIDE BACNET INTERFACE.

5. PROVIDE 6'-0" DIAMETER BY 8'-0" DEEP FIBERGLASS SUMP BASIN. BASIS OF DESIGN: PUMP BASIN (PB-1) ZOELLER.

STARDARD ALUMINUM HATCH, 6" INLET HUB, 4" DISCHARGE PIPING. INLET DEPTH 18", STAINLESS STEEL HARDWARE AND

RAIL STUDS.

6. PROVIDE DUPLEX SUBMERSIBLE SEWER PUMP PACKAGE. PROVIDE AUTOMATIC CONTROL AND LEVEL ALARM. PROVIDE

PUMP REMOVAL AND DISCONNECT SYSTEM.

7. PROVIDE PUMP ALARM CONNECTIONS TO BUILDING AUTOMATION SYSTEM THROUGH DRY CONTACTS.

8. PROVIDE PUMP CONTROL PANEL. BASIS OF DESIGN: ZOELLER PIVOT PRO CONTROL PANEL. ELECTRICAL: 1Ph, 120 VAC.

9. "SCCR" - VALUE INDICATED IS AVAILABLE SHORT CIRCUIT CURRENT (SCC) IN KILOAMPS AT THE EQUIPMENT BASED ON

PRELIMINARY DESIGN PHASE CALCULATIONS. EQUIPMENT SCCR SHALL BE MINIMUM 120% OF THE AVAILABLE SCC.

RATING SHALL BE ADJUSTED IF REQUIRED BASED ON FINAL SCC CALCULATION. EQUIPMENT INDICATED WITH 5 KA MAY BE PROVIDED WITH 5 KA SCCR. REVIEW SCCR WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT.

PB-1

(E) 6" FORCE MAIN

TO EXTERIOR

FROM PUMP

(E) 6" GRAVITY DRAIN

FROM BUILDINGS

13, 14, AND 15.

(E) 4" GRAVITY DRAIN

FROM BUILDING 12.

(ABOVE FLOOR)

(E) 4" GRAVITY DRAIN

FROM BUILDING 65.

(ABOVE FLOOR)

PUMP CONTROL PANEL

6" SAN

4" SAN

(E)PUMP

(E)VALVE

NEW VALVE

4" SAN (E)VALVE

4" V

NEW VALVE

6" SAN

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Project Title

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

Drawing No:

Revision

Drawing Title Project No.

ARCHITECT/ENGINEERS:

Date

BUILDING NUMBER

Location

DrawnChecked

Approved:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

2023 © COPYRIGHT

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

M B

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P600

PLUMBING SCHEDULES, DETAILS,

WASTE AND VENT RISER

REPLACE SEWER LIFT

PUMP IN BUILDING 12

SLCCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

Office of Construction and Facilities Management

PUMP SCHEDULE

MARK

FLOW

[GPM]

TOTAL

HEAD

[FT]

TYPE OF

FLUID RPM

DISCHARGE

SIZE

[IN]

MAX IMPELLER

DIAMETER

[IN]

ELECTRICAL DATA

BASIS OF DESIGN MODEL REMARKSHP KW FLA VOLTAGE PHASE DISCONNECT BY SCCR

SP-1 207 31 SANITARY 1750 4" 7-3/8" 7.5 7.8 11 460 V 3 ELECTRICAL CONT 22 ZOELLER, 62 HD SERIES 6221 ALL

SP-2 207 31 SANITARY 1750 4" 7-3/8" 7.5 7.8 11 460 V 3 ELECTRICAL CONT 22 ZOELLER, 62 HD SERIES 6221 ALL

NO SCALEP600

PACKAGE SEWER PUMP SYSTEM2

A. NEW VALVE SHALL REMAIN CLOSED.

B. NEW VALVE SHALL REMAIN OPEN.

C. EXISTING VALVES SHALL BE CLOSED.

NEW PUMP OPERATION

1. NEW VALVE SHALL BE OPENED.

2. NEW VALVE SHALL BE CLOSED.

3. EXISTING VALVES SHALL BE OPENED.

EXISTING PUMP OPERATION

WASTE AND VENT RISER DIAGRAM

C C

ELECTRICAL ABBREVIATIONS

ABBREVIATION DESCRIPTION

REFER TO OTHER SCHEDULES AND NOTES FOR ADDITIONAL ABBREVIATIONS.

MOUNTING HEIGHT TO CENTERLINE (ABOVE FINISHED FLOOR)

AMPERE

AMPERE FRAME

ABOVE FINISHED FLOOR

ALUMINUM

AMPERE TRIP

CEILING

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

COPPER

DATA (WHEN APPLIED TO COMMUNICATIONS OUTLET)

DEMO (WHEN APPLIED TO EXISTING/DEMO ITEMS)

EXISTING

ELECTRICALLY OPERATED

ENERGY REDUCING MAINTENANCE SWITCH

FUSE

FULL LOAD AMPS

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT ALARM

GROUND FAULT PROTECTION

HORSEPOWER

KILOAMPERE INTERRUPTING CAPACITY

KILOVOLT AMPERE

KILOWATT

MAXIMUM

MINIMUM CIRCUIT AMPS

MAIN CIRCUIT BREAKER

MINIMUM

MAIN LUGS ONLY

MANUALLY OPERATED

NORMALLY CLOSED

NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN

POLES

PARTIAL

RELOCATE

SHORT CIRCUIT CURRENT RATING

SURGE PROTECTIVE DEVICE

SHUNT TRIP

TYPICAL

UNLESS NOTED OTHERWISE

VOICE

WALL PHONE

WIRE

WEATHER RESISTANT

TRANSFORMER

ZONE SELECTIVE INTERLOCKING

AFF

CCT

ERMS

FLA

G, GFCI

GFA

GFP

KAIC

KVA

MAX

MCA

MCB

MIN

MLO

NIC

PART

SCCR

SPD

TYP

UNO

XFMR

ZSI

A. BRANCH CIRCUITS WITH A TOTAL LENGTH LONGER THAN 75' SHALL UTILIZE #10 AWG CONDUCTORS.

RECEPTACLE BRANCH CIRCUITS WITH A TOTAL LENGTH LONGER THAN 150' SHALL UTILIZE #8 AWG

CONDUCTORS.

B. FOR ALL CONDUIT AND OTHER ITEMS PENETRATING A FIRE RATED WALL, PROVIDE UL LISTED THROUGH PENETRATION FIRE STOPPING SYSTEM THAT IS SPECIFIC TO THE WALL CONSTRUCTION ASSEMBLY AND COMPLIANT WITH ASTM E814. INSTALL SYSTEM IN STRICT COMPLIANCE WITH THE FIRE STOPPING MANUFACTURER’S U.L. APPROVED DETAIL. WHERE EXISTING WALLS ARE BEING UPGRADED TO FIRE RATED WALLS OR THE FIRE RATING IS BEING MODIFIED, PROVIDE U.L. LISTED THROUGH PENETRATION FIRE STOPPING SYSTEM FOR ALL NEW AND EXISTING PENETRATIONS. REFER TO THE ARCHITECTURAL LIFE

SAFETY PLANS FOR LOCATIONS OF FIRE RATED WALLS.

C. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL

COST TO THE OWNER.

D. NEW WIRING DEVICES AND ASSOCIATED COVERPLATES SHALL MATCH EXISTING FINISH OF SIMILAR

INSTALLED DEVICES.

E. THE SELECTED EQUIPMENT AIC RATINGS ARE BASED ON THE IMPEDANCES FOR CONDUCTORS AND TRANSFORMERS USED IN THE CALCULATIONS. IF DIFFERENT EQUIPMENT OR DIFFERENT CONFIGURATIONS

ARE SELECTED FOR INSTALLATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ADEQUATELY RATED EQUIPMENT THAT MEETS APPLICABLE SELECTIVE COORDINATION GOALS AND

PROVIDES SIMILAR INCIDENT ENERGY RISK OF ARC FLASH HAZARDS.

F. PROVIDE AN INSULATED CONTINUOUS COPPER CONDUCTOR, NOT SMALLER THAN #10, TO BOND ALL

NORMAL AND ESSENTIAL ELECTRICAL SYSTEM PANELBOARDS TOGETHER THAT SERVE THE SAME

INDIVIDUAL PATIENT VICINITY AS DEFINED IN NEC 517.14.

G. ALL CRITICAL AND LIFE SAFETY BRANCH CIRCUITS, INCLUDING LIGHTING AND WALL RECEPTACLES, SHALL BE MECHANICALLY PROTECTED PER NEC 517.31(C)(3). NON-FLEXIBLE RACEWAY SHALL BE USED FOR CRITICAL AND LIFE SAFETY BRANCH CIRCUITS, EXCEPT THAT THE FINAL CONNECTION TO VIBRATING EQUIPMENT OR LIGHT FIXTURES IF THE TOTAL LENGTH OF FLEXIBLE RACEWAY IS 6' OR LESS ACROSS THE

ENTIRE CIRCUIT LENGTH.

H. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO INDEPENDENTLY SUPPORT ALL EXISTING TO REMAIN

CABLING.

(GENERAL NOTES SHALL APPLY TO ALL SHEETS)

ELECTRICAL GENERAL NOTES:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEERS:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

:2 :3

M B

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A T u s k e g e e A

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E000

ELECTRICAL SYMBOLS AND

ABBREVIATIONS

REPLACE SEWER LIFT

PUMP IN BUILDING 12

MJJCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

ELECTRICAL FIXTURE

SYMBOLS

PLAN SYMBOL NAME

RECEPTACLE - DUPLEX - CONV -

GFCI

ELECTRICAL FIXTURE SYMBOL LEGEND

PLAN SYMBOL NAME DESCRIPTION

JUNCTION BOX - WALL GENERAL:

PROVIDE JUNCTION BOX AS DESCRIBED IN THESE GENERAL NOTES AND NOTES BELOW FOR EACH JUNCTION BOX TYPE. REFER TO PLANS FOR JUNCTION BOX DESIGNATION. PROVIDE ONE (1) 4" SQUARE, 2-1/8" DEEP JUNCTION BOX WITH SINGLE GANG TRIM RING AND BLANK WALL PLATE WITH ONE (1) 1” CONDUIT TO ABOVE FINISHED CEILING WHERE NOT INDICATED OTHERWISE. WHERE SHOWN ADJACENT TO RECEPTACLES ON FLOOR PLANS, PROVIDE MAXIMUM 12” BETWEEN BACK BOXES. WHERE SHOWN AS PART OF BRANCH CIRCUIT, PROVIDE CONDUCTORS

WITHIN CONDUIT TO SOURCE INDICATED ON FLOOR PLANS.

TYPE 'EWC-1', ELECTRIC WATER COOLER:

PROVIDE [DUPLEX RECEPTACLE] [JUNCTION BOX] AT APPROXIMATE LOCATION INDICATED. MOUNT AT [CONFIRM HEIGHT]" AFF. COORDINATE EXACT MOUNTING LOCATION WITH ADA REQUIREMENTS, FINAL PLUMBING FIXTURE SELECTION, AND PLUMBING CONTRACTOR INSTALLATION LOCATION TO CONCEAL BEHIND EQUIPMENT PANEL.

TYPE ‘FF’, MODULAR FURNITURE FEED POWER CONNECTION:

PROVIDE JUNCTION BOX WITH WALL PLATE AND FLEXIBLE CONDUIT CONNECTION FOR POWER TO MODULAR FURNITURE AT APPROXIMATE LOCATION INDICATED. CIRCUIT MODULAR FURNITURE TO 20A 120V BRANCH CIRCUITS IN ASSOCIATED BRANCH PANEL. REFER TO FLOOR PLANS FOR BRANCH CIRCUIT DESIGNATIONS. COORDINATE CONDUIT SIZE REQUIRED WITH QUANTITY OF BRANCH CIRCUIT. ISOLATE BRANCH CIRCUIT CONDUCTORS FROM OTHER BRANCHES. POWER CONNECTION SHALL BE TERMINATED TO MODULAR FURNITURE PER MANUFACTURER REQUIREMENTS. PROVIDE ALL NECESSARY ACCESSORIES FOR CONNECTION TO MODULAR FURNITURE FEED WHIP.

COORDINATE REQUIREMENTS WITH MODULAR FURNITURE MANUFACTURER. PROVIDE VOICE/DATA FURNITURE FEED ADJACENT TO POWER FURNITURE FEED PER PLANS. PROVIDE MAXIMUM 12” BETWEEN BACK BOXES.

COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT AND MODULAR FURNITURE FINAL LOCATION.

TYPE ‘H’, HORIZONTAL:

PROVIDE JUNCTION BOX DESCRIBED ABOVE, MOUNTED HORIZONTALLY TO ACCOMMODATE BUILDING

CONSTRAINTS.

TYPE 'LIGHT', CEILING PROCEDURE LIGHT WALL-MOUNTED CONTROLLER:

PROVIDE ROUGH-IN FOR CEILING PROCEDURE LIGHT WALL-MOUNTED CONTROLLER, FURNISHED BY PROCEDURE LIGHT MANUFACTURER. MOUNT BACK BOX AT 48" AFF. COORDINATE ROUGH-IN REQUIREMENTS WITH FINAL

EQUIPMENT SELECTION.

TYPE 'SHADE', MOTORIZED SHADE WALL-MOUNTED CONTROLLER:

PROVIDE ROUGH-IN FOR WALL-MOUNTED SHADE CONTROLLER, FURNISHED BY CONTROLLER MANUFACTURER.

MOUNT BACK BOX AT 48" AFF. COORDINATE ROUGH-IN REQUIREMENTS WITH FINAL EQUIPMENT SELECTION.

TYPE 'TUBE', PNEUMATIC TUBE STATION:

PROVIDE DUPLEX RECEPTACLE AT APPROXIMATE LOCATION INDICATED, CIRCUITED TO CRITICAL BRANCH CIRCUIT INDICATED ON FLOOR PLANS. COORDINATE MOUNTING HEIGHT AND FINAL CONNECTION REQUIREMENTS WITH FINAL EQUIPMENT SELECTION. PROVIDE NETWORK DATA CONNECTION, MOUNTED ADJACENT TO DUPLEX RECEPTACLE. [PNEUMATIC TUBE SYSTEM INFORMATION IS PRELIMINARY AT THIS TIME. PROVIDE ADDITIONAL 20A 120V HARD-WIRED CRITICAL BRANCH CIRCUIT FOR PNEUMATIC TUBE SYSTEM TRANSFER STATION FOR EACH TUBE STATION LOCATION. PROVIDE 20A, 120V TOGGLE SWITCH DISCONNECT SWITCH AT EACH TRANSFER STATION LOCATION. PROVIDE ONE (1) XXA, XXXV BRANCH CIRCUIT TO SERVE PNEUMATIC TUBE BLOWER FOR ENTIRE SYSTEM. PROVIDE XXA, XXXV NON-FUSED DISCONNECT SWITCH AT BLOWER LOCATION. PROVIDE 3-#XX, #XX GND IN X/X"C. EXACT BRANCH CIRCUITS, SOURCE, AND LOCATIONS ARE TO BE DETERMINED WITH FINAL EQUIPMENT

SELECTION.]

TYPE ‘USB’, POWER USB ONLY DEVICE:

PROVIDE [PASS & SEYMOUR CATALOG # TM8USB4**CC6] [HUBBELL CATALOG # USB4**] FOUR (4) PORT USB TYPE A CHARGING DEVICE OR PRIOR APPROVED EQUIVALENT AT THIS LOCATION. DEVICE SHALL MATCH COLOR OF OTHER WIRING DEVICES PER SPECIFICATION. PROVIDE 4" SQUARE BACK BOX WITH SINGLE GANG TRIM RING AND 3/4" CONDUIT TO SOURCE. COORDINATE BACK BOX DEPTH WITH FINAL DEVICE SELECTION. SUBMIT SHOP DRAWINGS FOR APPROVAL. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS FOR ADDITIONAL DETAILS.

TYPE 'DISH', DISHWASHER:

PROVIDE 20A 120V ELECTRICAL CONNECTION FOR DISHWASHER AT APPROXIMATE LOCATION INDICATED, MOUNTED WITHIN ADJACENT CABINET. ELECTRICAL CONNECTION SHALL NOT BE ROUGHED-IN BEHIND DISHWASER LOCATION.

PROVIDE 20A, 1 POLE GFCI PROTECTED CIRCUIT BREAKER. COORDINATE MOUNTING LOCATION AND FINAL

CONNECTION REQUIREMENTS WITH MANUFACTURER AND FINAL EQUIPMENT SELECTION.

ELECTRICAL MISC SYMBOLS

PLAN SYMBOL NAME

BRANCH CIRCUIT CONCEALED IN

CEILING OR WALL

BRANCH CIRCUIT CONCEALED IN

FLOOR OR BELOW GRADE

CLEARANCE SPACE

CONDUIT BREAK

CONDUIT DOWN

CONDUIT STUB-OUT

CONDUIT UP

HOMERUN TO PANEL

G = GFCI CIRCUIT

(PART) = PARTIAL CIRCUIT

SWITCHED RECEPTACLE

ELECTRICAL MISC SYMBOL LEGEND

PLAN SYMBOL NAME DESCRIPTION

CABLE TRAY PROVIDE CABLE TRAY AT LOCATIONS INDICATED ON PLANS. REFER TO FLOOR PLANS FOR TYPE DESIGNATION.

COORDINATE MOUNTING WITH OTHER TRADES AND REQUIREMENTS IN SPECIFICATION.

TYPE 'WIDTH x DEPTH", WIRE BASKET CABLE TRAY:

PROVIDE CABLE TRAY IN DIMENSION INDICATED ON FLOOR PLANS.

TYPE 'WIDTH LADDER', LADDER CABLE TRAY:

PROVIDE CABLE TRAY IN DIMENSION INDICATED ON FLOOR PLANS.

LIGHTING CONTROL TAG REFER TO LIGHTING CONTROL SCHEDULE FOR ADDITIONAL INFORMATION.

ONE LINE SYMBOL

PLAN SYMBOL NAME

AUTOMATIC TRANSFER SWITCH

CONTINUATION

GROUND BAR

GROUNDING ELECTRODE

MOTOR STARTER

PANEL BOARD

SWITCHBOARD/SWITCHGEAR

TRANSFORMER

ELECTRICAL EQUIPMENT

SYMBOLS

PLAN SYMBOL NAME

DISTRIBUTION PANEL

ENCLOSED DISCONNECT

SWITCH - FUSED

LOAD CENTER - SURFACE

PANELBOARD - SURFACE

SWITCHBOARD

TRANSFORMER - DRY TYPE

ELECTRICAL EQUIPMENT

SYMBOLS

PLAN SYMBOL NAME

DISTRIBUTION PANEL

ENCLOSED DISCONNECT

SWITCH - FUSED

LOAD CENTER - SURFACE

PANELBOARD - SURFACE

SWITCHBOARD

TRANSFORMER - DRY TYPE

SHEET INDEX - ELECTRICAL

Sheet Number Sheet Name

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EP200 FIRST FLOOR PLAN - POWER

EP201 SECOND FLOOR POWER PLAN

E500 ONE-LINE DIAGRAM

E600 ELECTRICAL DETAILS

Grand total: 5

GENERATOR

Room

BOILER ROOM

SECONDARY HOT WATER

PUMP

002B

EMERGENCY ELECTRIC

ROOM

003A

ELECTRIC ROOM

003B

AIR COMPRESSOR

002A

FUEL OIL PUMP

002C

STAIR

1 2 3 4 5 6

A. ELECTRICAL DEVICE MOUNTING HEIGHTS ARE NOT INDICATED ON ELECTRICAL FLOOR PLANS.

CONTRACTOR SHALL COORDINATE EXACT DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH

ARCHITECTURAL INTERIOR ELEVATIONS. WHERE DEVICE MOUNTING HEIGHTS ARE NOT INDICATED PER ARCHITECT, MOUNT DEVICES AT HEIGHT INDICATED IN ELECTRICAL PROJECT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL DEVICE ROUGH-IN LOCATIONS AND ELEVATIONS WITH

ARCHITECTURAL DRAWINGS TO ASSURE COMPATIBILITY WITH FINISHES SPECIFIED ON THE

ARCHITECTURAL DRAWINGS. ROUTE ALL ELECTRICAL BRANCH CIRCUITS AND CONDUITS SPECIFIED, TO COORDINATE WITH OTHER TRADES AND TO ALLOW FOR SERVICE AND MAINTENANCE AND TO MINIMIZE THE USE OF ACCESS PANELS. WHERE ACCESS PANELS CANNOT BE AVOIDED, ARRANGE WORK TO INSTALL

PANELS IN LOCATIONS ACCEPTABLE TO ARCHITECT.

C. REFER TO DETAILS, SCHEDULES, AND SYMBOL LEGENDS FOR ADDITIONAL REQUIREMENTS.

D. REDUNDANT GROUNDING METHODS REQUIRED FOR PATIENT CARE AREAS. REFER TO NEC FOR

REQUIREMENTS AND TO PROJECT SPECIFICATIONS FOR ACCEPTABLE METHODS/APPLICATIONS.

E. GFCI TYPE RECEPTACLES ARE NOTED AS SUCH ON THE PLANS FOR PRICING PURPOSES. HOWEVER, CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL RECEPTACLES INSTALLED WHERE A 6' CORD

LENGTH COULD REACH THE EDGE OF A SINK HAVE GFCI PROTECTION.

F. ELECTRICAL DISTRIBUTION EQUIPMENT SHOWN ON FLOOR PLAN ARE SHOWN FOR FOR REFERENCE ONLY.

REFERENCE RMF ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

(POWER GENERAL NOTES SHALL APPLY TO ALL SHEETS)

POWER GENERAL NOTES:

PROVIDE NEW 20A/1P CONNECTION TO

EXISTING 208V PANEL (LP12-1) FOR PUMP

CONTROL PANEL. COORDINATE LOCATION

WITH PLUMBING DRAWINGS.

PROVIDE NEW 20A/3P CONNECTION TO

EXISTING PANEL (PP12-1) FOR SEWAGE

PUMP, SP-1. COORDINATE LOCATION WITH

PLUMBING DRAWINGS.

PROVIDE NEW 20A/3P CONNECTION TO

EXISTING PANEL (PP12-1) FOR SEWAGE

PUMP, SP-2. COORDINATE LOCATION WITH

PLUMBING DRAWINGS.

PP12-1: 13,15,17

PP12-1: 4,6,8

LP12-1: 9

LP12-1: 8

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEERS:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

:2 :3

M B

://2

- V

A T u s k e g e e A

L L ift S ta tio n /2

A T u s k e g e e A

L L ift S ta tio n S

E S

.rv t

EP200

FIRST FLOOR PLAN - POWER REPLACE SEWER LIFT

PUMP IN BUILDING 12

MJJCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

SHEET NOTES:

1. PROVIDE NEW 20A, 1-POLE, 120V CIRCUIT TO PANEL LP12-1.

N 1/4" = 1'-0"

FIRST FLOOR PLAN - POWER

1 2 3 4 5 6

LP12-1

PP12-1

LOCATION OF EXISTING

PANELS

1/4" = 1'-0"

SECOND FLOOR - FLOOR PLAN - POWER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

1300 Baxter Street, Suite 230 Charlotte, NC 28204

Phone: 704.348.3097 www.specializedeng.com

FINAL SUBMISSION CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEERS:

DO NOT SCALE DRAWING. ALL DIMENSIONS

AND CLEARANCES SHALL BE VERIFIED

FROM APPROPRIATE SOURCES. ALL WORK

SHALL BE COORDINATED PRIOR TO

INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF

THIS DOCUMENT IS HEREBY GRANTED

SOLELY FOR THE PURPOSE OF THE

CONSTRUCTION OF THE PROJECT OR THE

ARCHIVING OF THIS PROJECT.

UNAUTHORIZED USE OF THIS DOCUMENT

WITHOUT THE WRITTEN PERMISSION OF

SPECIALIZED ENGINEERING SOLUTIONS IS

PROHIBITED BY COPYRIGHT LAW.

619A4.23.111

ATRIAX, PLLC

703 MAIN AVENUE SW HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9964

02/12/2024 23080

:2 :3

M B

://2

- V

A T u s k e g e e A

L L ift S ta tio n /2

A T u s k e g e e A

L L ift S ta tio n S

E S

.rv t

EP201

SECOND FLOOR POWER PLAN REPLACE SEWER LIFT

PUMP IN BUILDING 12

MJJCGH

CAVHCS EAST VAMC TUSKEGEE AL

02/12/2024

(E)

PP12-1

(E)

LP12-1

(E) T12-1

30KVA

480V-208Y/120V

A. REFERENCE FLOOR PLANS FOR ADDITIONAL CIRCUIT AND ELECTRICAL INFORMATION.

(GENERAL NOTES SHALL APPLY TO ALL ONE-LINE SHEETS)

ONE-LINE GENERAL NOTES:

REMARKS: (EQUIPMENT CONNECTION SCHEDULE)

1. CONTROLS BETWEEN INDOOR AND OUTDOOR UNITS - INCLUDE CONTROL WIRING IN CONDUIT BETWEEN INDOOR AND OUTDOOR UNIT PER MANUFACTURER'S REQUIREMENTS.

2.…

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