210727 Riverside 901CM3043 Final Design - 4 of 6.pdf

RETAINING CONCRETE WALL

MAIN SWITCH

GEAR PANEL

M O

TO

R

C O

N

TR

O L

BR

EA

KE

R

P

AN

EL

SC

E

FE

ED

ER

RETAINING CONCRETE WALL

FE

N

C E

LI

N

E

FE

N

C E

LI

N

E

TRANSFORMER

ACID TANK

ACID TANK

MANHOLE

MANHOLE

FENCE LINE

FENCE LINE

Consulting Engineers and Scientists

1421 EDINGER AVE, SUITE C TUSTIN, CA

PH.949.261.0051 FAX. 949.261.6110

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering HD401

HAZARDOUS MATERIAL DEMOLITION

PLAN - PUMP STATION A

1. REMOVE ASBESTOS CONTAINING FLANGE GASKETS AS

DETERMINED BY FIELD SURVEY SAMPLE TESTING -

TYPICAL, SEE DETAIL F7/HD401.

2. TYPICAL, REMOVE ALL GRAY LEAD PAINT ON ALL METAL

PIPING AT PUMP STATION A, SEE DETAILS D7 & F7/HD401.

KEYED NOTES

GENERAL NOTES

1. DRAWINGS ARE BASED UPON AVAILABLE FLOOR

CONFIGURATION DATA. DRAWINGS MAY DIFFER FROM

ACTUAL FIELD CONDITIONS. VARIATION IN SOME

PARTITION WALLS SHOULD BE EXPECTED, SEE F3/HD401.

2. THE DRAWINGS AND NOTES DEPICTING EXISTING

CONDITIONS ARE INTENDED ONLY AS MEANS OF

PROVIDING A GENERAL SENSE OF EXISTING SITE AND

BUILDING CONDITIONS WHERE ABATEMENT IS REQUIRED.

IT IS THE CONTRACTORS'S RESPONSIBILITY TO

COORDINATE THE ABATEMENT WORK NEEDED WITH ALL

OTHER CONTRACT DOCUMENTS AND FIELD VERIFY THE

SIZE, QUANTITY, LOCATION, CONFIGURATION AND

CONDITIONS WHICH AFFECT THE REMOVAL OF ALL

HAZARDOUS MATERIALS DESCRIBED HEREIN.

3. SEE PRE-DEMOLITION HAZARDOUS MATERIALS SURVEY

REPORT PREPARED BY TERRACON CONSULTANTS, INC.

FOR FURTHER DETAILED INFORMATION PERTAINING TO

ASBESTOS AND LEAD BASED PAINT FIELD INVESTIGATION,

SAMPLE TESTING, FINDINGS, AND LOCATIONS OF

MATERIALS TO BE ABATED. THE SURVEY REPORT IS

INCLUDED IN THE BID DOCUMENTS AS AN ATTACHMENT TO

SPECIFICATION SECTIONS: 02 82 12.41 ASBESTOS

ABATEMENT FOR TOTAL DEMOLITION PROJECT, AND 02 83

33.13 LEAD PAINT REMOVAL.

4. SEE RIVERSIDE NATIONAL CEMETERY ABANDONED WATER

TREATMENT PLAN PROCEDURE 5 WORK PLAN PREPARED

BY TERRACON CONSULTANS, INC. FOR INFORMATION

PERTAINING TO ASBESTOS AND LEAD BASTED PAINT

CONTAINING MATERIALS ABATEMENT REQUIREMENTS AND

PROCEDURES. THE PROCEDURE 5 WORK PLAN IS

INCLUDED IN THE BID DOCUMENTS AS AN ATTACHMENT TO

SPECIFICATION SECTIONS: 02 82 12.41 ASBESTOS

ABATEMENT FOR TOTAL DEMOLITION PROJECT, AND 02 83

33.13 LEAD PAINT REMOVAL.

1 1 1 1 1 1

MADM

2 2 1

ALL PUMP STATION A HAZARDOUS ABATEMENT

WORK IS TO BE INCLUDED IN THE BASE BID.

MOTOR CONTROL

BREAKER PANEL

TRANSFORMER

ACID TANK

ACID TANK

FE

N

C E

LI

N

E

FE

N

C E

LI

N

E

FENCE LINE

FENCE LINE

Consulting Engineers and Scientists

1421 EDINGER AVE, SUITE C TUSTIN, CA

PH.949.261.0051 FAX. 949.261.6110

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering HD402

HAZARDOUS MATERIAL DEMOLITION

PLAN - PUMP STATION B

1. TYPICAL, REMOVE ALL GRAY LEAD PAINT ON ALL METAL

PIPING AT PUMP STATION B, SEE DETAIL F7/HD402.

KEYED NOTES

GENERAL NOTES

1. DRAWINGS ARE BASED UPON AVAILABLE FLOOR

CONFIGURATION DATA. DRAWINGS MAY DIFFER FROM

ACTUAL FIELD CONDITIONS. VARIATION IN SOME

PARTITION WALLS SHOULD BE EXPECTED, SEE F3/HD401.

2. THE DRAWINGS AND NOTES DEPICTING EXISTING

CONDITIONS ARE INTENDED ONLY AS MEANS OF

PROVIDING A GENERAL SENSE OF EXISTING SITE AND

BUILDING CONDITIONS WHERE ABATEMENT IS REQUIRED.

IT IS THE CONTRACTORS'S RESPONSIBILITY TO

COORDINATE THE ABATEMENT WORK NEEDED WITH ALL

OTHER CONTRACT DOCUMENTS AND FIELD VERIFY THE

SIZE, QUANTITY, LOCATION, CONFIGURATION AND

CONDITIONS WHICH AFFECT THE REMOVAL OF ALL

HAZARDOUS MATERIALS DESCRIBED HEREIN.

3. SEE PRE-DEMOLITION HAZARDOUS MATERIALS SURVEY

REPORT PREPARED BY TERRACON CONSULTANTS, INC.

FOR FURTHER DETAILED INFORMATION PERTAINING TO

ASBESTOS AND LEAD BASED PAINT FIELD INVESTIGATION,

SAMPLE TESTING, FINDINGS, AND LOCATIONS OF

MATERIALS TO BE ABATED. THE SURVEY REPORT IS

INCLUDED IN THE BID DOCUMENTS AS AN ATTACHMENT TO

SPECIFICATION SECTIONS: 02 82 12.41 ASBESTOS

ABATEMENT FOR TOTAL DEMOLITION PROJECT, AND 02 83

33.13 LEAD PAINT REMOVAL.

4. SEE RIVERSIDE NATIONAL CEMETERY ABANDONED WATER

TREATMENT PLAN PROCEDURE 5 WORK PLAN PREPARED

BY TERRACON CONSULTANS, INC. FOR INFORMATION

PERTAINING TO ASBESTOS AND LEAD BASTED PAINT

CONTAINING MATERIALS ABATEMENT REQUIREMENTS AND

PROCEDURES. THE PROCEDURE 5 WORK PLAN IS

INCLUDED IN THE BID DOCUMENTS AS AN ATTACHMENT TO

SPECIFICATION SECTIONS: 02 82 12.41 ASBESTOS

ABATEMENT FOR TOTAL DEMOLITION PROJECT, AND 02 83

33.13 LEAD PAINT REMOVAL.

MADM

ALL PUMP STATION B HAZARDOUS ABATEMENT

WORK IS TO BE INCLUDED IN THE BASE BID.

BASIN BASIN

MAIN

BUILDING

BASIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management EngineeringConsulting Engineers and Scientists

1421 EDINGER AVE, SUITE C TUSTIN, CA

PH.949.261.0051 FAX. 949.261.6110

HD403

ASBESTOS & LEAD ABATEMENT PLAN - WASTE

WATER TREATEMENT PLANT

MADM

1. REMOVE <1% ASBESTOS CONTAINING STUCCO AND

STUCCO DEBRIS, SEE DETAILS B6/HD403. TYPICAL FOR

THE BASINS AND BASEMENT OF THE WASTE WATER

TREATMENT PLANT.

2. REMOVE ASBESTOS CONTAINING TRANSITE PIPE, SEE

DETAIL F1/HD403.

3. REMOVE <1% ASBESTOS CONTAINING WINDOW PUTTY,

SEE DETAIL F6/HD403.

4. REMOVE ASBESTOS CONTAINING FILLER MATERIAL AT

THE TOP OF THE ROOF ACCESS HATCH, SEE DETAIL

C6/HD403.

5. REMOVE ASBESTOS CONTAINING WALL SEAM MASTIC (AT

THE BASE OF THE WALL), SEE DETAIL E6/HD403.

6. REMOVE TAN LEAD PAINT ON METAL MIXER IN THE

CENTER OF THE BASIN AND SILVER LEAD PAINT FROM

METAL EQUIPMENT/BUCKETS HOUSINGS THROUGHOUT

THE WASTE WATER TREATMENT PLANT, SEE DETAILS C6 &

F8/HD901.

7. REMOVE TAN LEAD PAINT ON THE ROLL UP DOOR FRAME,

SEE DETAIL C4/HD901.

8. REMOVE WHITE LEAD PAINT ON CENTER BASIN WALLS.

SEE DETAIL C1/HD901.

9. REMOVE GRAY/BLACK LEAD PAINT FROM BASEMENT

CEILING. REMOVE TAN LEAD PAINT FROM 2'X2' VALVES.

10. REMOVE TAN LEAD PAINT FROM CONCRETE WALLS AND

BASIN WALLS, SEE DETAIL F1/HD901. TYPICAL, NOTE

APPLICABLE TO TAN PAINT ON CONCRETE THROUGHOUT

THE WASTE WATER TREATMENT PLANT.

11. REMOVE MULTICOLORED LEAD PAINT FROM CONCRETE

SURFACES, PIPES, AND VALVES, SEE DETAIL F4/HD901.

TYPICAL, NOTE APPLICABLE THROUGHOUT THE WASTE

WATER TREATMENT PLANT.

KEYED NOTES

GENERAL NOTES

1. DRAWINGS ARE BASED UPON AVAILABLE FLOOR

CONFIGURATION DATA. DRAWINGS MAY DIFFER FROM

ACTUAL FIELD CONDITIONS. VARIATION IN SOME

PARTITION WALLS SHOULD BE EXPECTED, SEE

F3/HD401.

2. THE DRAWINGS AND NOTES DEPICTING EXISTING

CONDITIONS ARE INTENDED ONLY AS MEANS OF

PROVIDING A GENERAL SENSE OF EXISTING SITE AND

BUILDING CONDITIONS WHERE ABATEMENT IS

REQUIRED. IT IS THE CONTRACTORS'S RESPONSIBILITY

TO COORDINATE THE ABATEMENT WORK NEEDED WITH

ALL OTHER CONTRACT DOCUMENTS AND FIELD VERIFY

THE SIZE, QUANTITY, LOCATION, CONFIGURATION AND

CONDITIONS WHICH AFFECT THE REMOVAL OF ALL

HAZARDOUS MATERIALS DESCRIBED HEREIN.

3. SEE PRE-DEMOLITION HAZARDOUS MATERIALS

SURVEY REPORT PREPARED BY TERRACON

CONSULTANTS, INC. FOR FURTHER DETAILED

INFORMATION PERTAINING TO ASBESTOS AND LEAD

BASED PAINT FIELD INVESTIGATION, SAMPLE TESTING,

FINDINGS, AND LOCATIONS OF MATERIALS TO BE

ABATED. THE SURVEY REPORT IS INCLUDED IN THE BID

DOCUMENTS AS AN ATTACHMENT TO SPECIFICATION

SECTIONS: 02 82 12.41 ASBESTOS ABATEMENT FOR

TOTAL DEMOLITION PROJECT, AND 02 83 33.13 LEAD

PAINT REMOVAL.

4. SEE RIVERSIDE NATIONAL CEMETERY ABANDONED

WATER TREATMENT PLAN PROCEDURE 5 WORK PLAN

PREPARED BY TERRACON CONSULTANS, INC. FOR

INFORMATION PERTAINING TO ASBESTOS AND LEAD

BASTED PAINT CONTAINING MATERIALS ABATEMENT

REQUIREMENTS AND PROCEDURES. THE PROCEDURE

5 WORK PLAN IS INCLUDED IN THE BID DOCUMENTS AS

AN ATTACHMENT TO SPECIFICATION SECTIONS: 02 82

12.41 ASBESTOS ABATEMENT FOR TOTAL DEMOLITION

PROJECT, AND 02 83 33.13 LEAD PAINT REMOVAL.

5 3

3 3 2

1 1

ALL WWTP HAZARDOUS ABATEMENT WORK

IS TO BE INCLUDED IN THE BASE BID.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management EngineeringConsulting Engineers and Scientists

1421 EDINGER AVE, SUITE C TUSTIN, CA

PH.949.261.0051 FAX. 949.261.6110

HD901

PHOTOS OF LEAD BASED PAINT

MATERIALS

MADM

GENERAL NOTES

1. DRAWINGS ARE BASED UPON AVAILABLE FLOOR

CONFIGURATION DATA. DRAWINGS MAY DIFFER FROM

ACTUAL FIELD CONDITIONS. VARIATION IN SOME

PARTITION WALLS SHOULD BE EXPECTED, SEE DETAIL

E2/HD402.

2. THE DRAWINGS AND NOTES DEPICTING EXISTING

CONDITIONS ARE INTENDED ONLY AS MEANS OF

PROVIDING A GENERAL SENSE OF EXISTING SITE AND

BUILDING CONDITIONS WHERE ABATEMENT IS

REQUIRED. IT IS THE CONTRACTORS'S RESPONSIBILITY

TO COORDINATE THE ABATEMENT WORK NEEDED WITH

ALL OTHER CONTRACT DOCUMENTS AND FIELD VERIFY

THE SIZE, QUANTITY, LOCATION, CONFIGURATION AND

CONDITIONS WHICH AFFECT THE REMOVAL OF ALL

HAZARDOUS MATERIALS DESCRIBED HEREIN.

3. ALL PAINTED SURFACES ARE ASSUMED LEAD

CONTAINING AND TO BE ABATED UNLESS

SPECIFICALLY TESTED AND PROVEN OTHERWISE. SEE

PRE-DEMOLITION HAZARDOUS MATERIALS SURVEY

REPORT, SEE ALL DETAILS ON HD901.

4. DEMOLITION OF ANY LEAD CONTAINING FINISH,

STRUCTURAL, OR MECHANICAL COMPONENT WITH

LEAD CONTAINING PAINT IS A REGULATED

LEAD-RELATED CONSTRUCTION TASK.

5. PAINT THAT SEPARATES FROM BUILDING MATERIAL

SUBSTRATES DURING DEMOLITION AND/OR PAINT THAT

IS INTENTIONALLY REMOVED SHALL BE MANAGED AS

AN INDEPENDENT WASTE STREAM

6. CREATE WASTE STREAMS AND PERFORM ALL

APPROPRIATE WASTE STREAM TESTING AS REQUIRED

BY THE SPECIFICATIONS, APPLICABLE REGULATIONS,

AND SELECTED DISPOSAL FACILITY. REPRESENTATIVE

COMPOSITE SAMPLES PER WASTE STREAM SHALL BE

COLLECTED FOR TESTING. WASTE CHARACTERIZATION

TESTING SHALL INCLUDE, BUT IS NOT LIMITED TO,

TOTAL THRESHOLD LIMIT CONCENTRATION (TTLC),

SOLUBLE THRESHOLD LIMIT CONCENTRATION (STLC),

AND TOXICITY CHARACTERISTIC LEACHING

PROCEDURE (TCLP). WASTE STREAM TESTING SHALL

BE COMPLETED FOR EACH IDENTIFIED WASTE STREAM

INTENDED FOR LANDFILL DISPOSAL.

7. SEE PRE-DEMOLITION HAZARDOUS MATERIALS

SURVEY REPORT PREPARED BY TERRACON

CONSULTANTS, INC. FOR FURTHER DETAILED

INFORMATION PERTAINING TO ASBESTOS AND LEAD

BASED PAINT FIELD INVESTIGATION, SAMPLE TESTING,

FINDINGS, AND LOCATIONS OF MATERIALS TO BE

ABATED. THE SURVEY REPORT IS INCLUDED IN THE BID

DOCUMENTS AS AN ATTACHMENT TO SPECIFICATION

SECTIONS: 02 82 12.41 ASBESTOS ABATEMENT FOR

TOTAL DEMOLITION PROJECT, AND 02 83 33.13 LEAD

PAINT REMOVAL.

8. SEE RIVERSIDE NATIONAL CEMETERY ABANDONED

WATER TREATMENT PLAN PROCEDURE 5 WORK PLAN

PREPARED BY TERRACON CONSULTANS, INC. FOR

INFORMATION PERTAINING TO ASBESTOS AND LEAD

BASTED PAINT CONTAINING MATERIALS ABATEMENT

REQUIREMENTS AND PROCEDURES. THE PROCEDURE

5 WORK PLAN IS INCLUDED IN THE BID DOCUMENTS AS

AN ATTACHMENT TO SPECIFICATION SECTIONS: 02 82

12.41 ASBESTOS ABATEMENT FOR TOTAL DEMOLITION

PROJECT, AND 02 83 33.13 LEAD PAINT REMOVAL.

ALL WWTP HAZARDOUS ABATEMENT WORK

IS TO BE INCLUDED IN THE BASE BID.

LEGEND SYMBOLS AND

NOTES

M-001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

EXISTING RETAINING WALL

GEAR PANEL

M O

T O

R

C

O N

T R

O L

B R

E A

K E

R

P

A N

E L

S C

E

F

E E

D E

R

EXISTING RETAINING WALL

F E

N C

E

L

I N

E

F E

N C

E

L I N

E

TRANSFORMER

ACID TANK

FERTILIZER TANK

MANHOLE

MANHOLE

FENCE LINE

FENCE LINE

LOWER LAKE A

PUMP STATION A

1. REMOVE 12" MAIN IRRIGATION SUPPLY LINE

INCLUDING ALL FITTINGS, VALVES AND

CONCRETE PIPE SUPPORTS UP TO LIMIT OF

DEMOLITION NOTED AT PIPE FLANGE.

2. REMOVE ALL VERTICAL TURBINE PUMPS

INCLUDING SUBMERSIBLE JOCKEY PUMP IN

THE WET WELL. ALL CONNECTED PIPING,

FITTINGS ELECTRICAL AND SUPPORTS

(TYP.3) SHALL ALSO BE REMOVED. SEE

ELECTRICAL PLAN FOR ELECTRICAL

DEMOLITION.

3. REMOVE PUMP VFD CONTROLLER, TYPICAL

FOR ALL PUMPS. SEE ELECTRICAL PLANS.

4. REMOVE ALL EXISTING SAND FILTERS

INCLUDING ALL CONNECTED PIPING,

FITTINGS AND SUPPORTS.(TYP.7)

5. REMOVE ACID INJECTION AND FERTIGATION

SYSTEM, INCLUDING ALL CONNECTED PIPING

AND COMPONENTS.

6. REMOVE ACID STORAGE TANKS.

7. REMOVE RTU CONTROL TRANSMITTER AND

WET WELL LEVEL CONTROLLER, SEE

ELECTRICAL PLANS.

8. REMOVE 12" INLINE DUAL SCREEN FILTER.

9. 4" BACKWASH PIPING RISER SECTION SHALL

REMAIN FOR CONNECTION TO NEW PUMP

STATION.

KEYED NOTES

PUMP STATION A DEMO PLAN

MD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1 1

E21/4" = 1'-0"

PUMP STATION A DEMO PLAN

C6NTS

PARTIAL SITE PLAN

TRANSFORMER

ACID TANK

FERTILIZER TANK

F E

N C

E

L I N

E

F E

N C

E

L I N

E

FENCE LINE

FENCE LINE

LAKE B

PUMP STATION B

WEATHER STATION

KEYED NOTES

PUMP STATION B DEMO PLAN

MD102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1. REMOVE ALL SAND FILTERS INCLUDING ALL

CONNECTED PIPING, FITTINGS, SUPPORTS,

ETC. (TYP. OF 10)

2. REMOVE ALL IRRIGATION PIPING AS SHOWN

INCLUDING FITTINGS, VALVES AND

CONCRETE PIPE SUPPORTS.

3. REMOVE ALL VERTICAL TURBINE PUMPS

INCLUDING SUBMERSIBLE JOCKEY PUMP IN

THE WET WELL. ALL CONNECTED PIPING,

FITTINGS, ELECTRICAL AND

SUPPORTS(TYP.4) SHALL ALSO BE REMOVED.

SEE ELECTRICAL PLANS FOR ELECTRIC

DEMOLITION.

4. REMOVE RAISED STEEL PUMP BASE

PLATFORM.

5. REMOVE EXISTING STORAGE TANKS

6. REMOVE ACID INJECTION AND FERTIGATION

SYSTEMS, INCLUDING ALL CONNECTED

PIPING, FITTINGS AND PORTS.

7. REMOVE ALL PUMP VFD CONTROLLERS AND

PANEL, SEE ELECTRICAL PLANS.

8. REMOVE LEVEL CONTROLLER AND

TRANSMITTER, INCLUDING RTU

TRANSMITTER.

9. EXISTING 12" INLINE DUAL SCREEN FILTER

TO BE REMOVED.

10. REMOVE EXISITNG 6" BACKWASH PIPING

BACK TO THIS POINT.

11. STEEL ACCESS PANEL TO WET WELL TO BE

REMOVED.

12. WEATHER STATION SHALL REMAIN.

13. CAP EXISTING 6" RECIRCULATION LINE.

E21/4" = 1'-0"

PUMP STATION B DEMO PLAN

D7NTS

PARTIAL SITE PLAN

OUTSIDE OF FENCE INSIDE OF FENCE

EXISTING FENCE

10" FILL VALVE OUTSIDE OF FENCE

10" FILL VALVE INSIDE OF FENCE

8" FILL VALVE LOCATION

12" FILL VALVE LOCATION

KEYED NOTES

LAKE A & LAKE B FILL VALVE

DEMO PLAN

MD103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1. REMOVE 10" FILL VALVE, 5FT OF PIPING ON

BOTH SIDES OF VALVE, WIRING, INCLUDING

CONCRETE VAULT WHICH IS

APPROXIMATELY 3FT x 5FTx2FT

2. REMOVE 10" FILL VALVE, 5FT OF PIPING ON

BOTH SIDES OF VALVE, WIRING, INCLUDING

CONCRETE VAULT WHICH IS

APPROXIMATELY 4FTx6FTx2FT.

3. REMOVE EXISTING 12" FILL VALVE

INCLUDING 12" GATE VALVE AND 3FT OF

PIPE TO ACCOMMODATE NEW CONTROL

VALVE, GATE VALVE AND BYPASS.

4. REMOVE EXISTING 8" FILL VALVE, REPLACE

WITH 8" STRAIGHT PIPE. VAULT SHALL

REMAIN AS IS.

5. EXISTING UTILITY PIPE AND WATER METER

SHALL REMAIN.

6. EXISTING POLE, PANEL AND SOLAR PANEL

SHALL REMAIN. REMOVE CONNECTED

MONITORING EQUIPMENT STRAPPED TO 12"

LINE.

7. EXISTING BOULDERS WILL NEED TO BE

REMOVED TO ACCOMMODATE NEW

CONTROL VALVE AND BYPASS.

8. REMOVE APPROXIMATELY 6FT OF 8" PIPE

CONNECTED TO 8" FILL VALVE TO

ACCOMMODATE NEW VAULT AND CONTROL

VALVE. SEE MS 103 AND MS 502 FOR NEW

INSTALLATION DETAILS.

D21/4" = 1'-0"

LAKE A FILL VALVE DEMO PLAN

F61/4" = 1'-0"

LAKE B FILL VALVE DEMO PLAN

LAKE A FILL VALVE LOCATION

SEE DETAIL D2 THIS SHEET

LAKE B FILL VALVE LOCATION

SEE DETAIL F6 THIS SHEET

25'-0"

EXISTING RETAINING WALL

MAIN SWITCH

GEAR PANEL

M O

T O

R

C

O N

T R

O L

B R

E A

K E

R

P

A N

E L

S C

E

F

E E

D E

R

EXISTING RETAINING WALL

F E

N C

E

L I N

E

F E

N C

E

L I N

E

TRANSFORMER

500 GAL

FENCE LINE

FENCE LINE

MANHOLE

W7 G5 SYSTEM

MODULE

ACID TANK

500 GAL

FERTILIZER TANK

3/4" NBR WATER INTAKE LINE

3/4" INJECTION PORT

WELL ACCESS

DOOR

MANHOLE

STILLING WELL W/ LAKE

LEVEL CONTROL SENSOR

WD-M

MODULE

190"

3/4" XLPE ACID/WATER

INJECTION LINE

3/8" OD FEP ACID LINE INSIDE

OF PROTECTIVE JACKET

3/8" XLPE FERTIGATION

LINE

3/8" XLPE FERTIGATION

LINE

'-0

DISCHARGE

ISOLATION VALVE (12")

12" 316 STS PIPING

3x8" SUCTION

SCANNING FILTERS

4" PRESSURE RELIEF

VALVE. DISCHARGE INTO

WET WELL

5 HP PRESSURE

MAINTENANCE PUMP

TYPICAL SUPPORT

FOR ALL PIPING ABOVE

GRADE.

FLOW METER

FILTER FLUSH LINE

3x100HP VERTICAL TURBINE

PUMPS

PUMP SCHEDULE

MARK LOCATION AREA AND/OR BLDG SERVED SYSTEM AND/OR SERVICE TYPE

CIRCULATING FLUID

MIN % EFF

ELECTRICAL MOTOR

FLUID

FLOW HEAD NPSH AVAILABLE TEMPERATURE

SP GR

NOMINAL POWER

PHASE VOLT MAX RPM

SPEED

CONTROL

REMARKS

GPM FT FT PSIG °F [°C] HP [kW]

P-1A STATION-A LAKE-A -SUPPLY IRRIGATION VERTICAL TURBINE WATER 900 N/A 65 1 3 460 3450 VFD

P-2A STATION-A 900 N/A 1 3 460 3450 VFD

P-3A STATION-A N/A 1 3 460 3450 VFD

CWP-2 PENTHOUSE CHILLED SUPPLY CHILLED WATER INLINE CHILLED WATER/GLYCOL MIX 75 [ 5 ] N/A 42 1 [ ] 3 460 3450 CONSTANT

LAKE-A -SUPPLY IRRIGATION

LAKE-A -SUPPLY IRRIGATION

VERTICAL TURBINE

VERTICAL TURBINE

WATER

WATER

PSIG

N/A

N/A

N/A900

P-4A STATION-A N/A 1 3 460 3450 CONSTLAKE-A -STATION PRESS-MAINT SUBMERSIBLE WATER 65N/A100 173 75 5

P-5A STATION-A N/A 1 3 460 3450 CONSTLAKE-A -STATION INTERMEDIATE SUBMERSIBLE WATER 65N/ANA NA NA 15 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a

98" LOW

WATER

LEVEL

168"

PUMP

DEPTH

98"

5 HP PRESSURE

MAINTENANCE PUMP

15 HP SUBMERSIBLE

INTERMEDIATE PUMP

LOW LEVEL SHUT

DOWN SAFETY

1. NEW PREFABRICATED SKID MOUNT PUMP

STATION. BASIS OF DESIGN (RAINBIRD VT-3)

2. EXISTING CONCRETE PAD 25'x11', 12"

REINFORCED CONCRETE LID ON WET WELL.

3. THREE SELF CLEANING SCREEN FILTERS.

BASIS OF DESIGN (YARDNEY FILTAWORX)

4. PUMP VFD CONTROLLER WITH PUMP

SYSTEM MANAGEMENT SOFTWARE.

5. NEW 500 GALLON ACID TANK WITH

CONTAINMENT.

6. NEW MOTOR CONTROL PANEL, CONNECT

POWER TO NEW PUMP VFD CONTROLLER,

SEE ELECTRICAL PLANS.

7. NEW WERECON ACID INJECTION SYSTEM.

8. 4" FILTRATION BACKWASH, CONNECT TO

EXISTING.

9. NEW MAGNETIC FLOW METER.

10. EXISTING CONCRETE PAD OPENINGS TO BE

COVERED BY PUMP STATION PLATFORM.

11. SAW CUT 5FTX7FT OPENING IN CONCRETE

PAD ABOVE WET WELL TO ACCOMMODATE

NEW PUMP STATION. CONTRACTOR SHALL

VERIFY EXACT DIMENSIONS IN FIELD.

12. NEW WERECON FERTIGATION SYSTEM.

13. NEW 500 GALLON FERTILIZER TANK.

14. NEW BUTTERFLY VALVE, CONNECT TO

EXISTING IRRIGATION LINE, INSPECT AND

REPLACE EXISTING FLANGE IF NECESSARY.

KEYED NOTES

NEW PUMP STATION A PLAN

MS101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

E21/4" = 1'-0"

NEW PUMP STATION A PLAN VIEW

C61/4" = 1'-0"

NEW PUMP STATION A SECTION VIEW

GENERAL NOTES

1. CONTRACTOR SHALL INSPECT AND CLEAN

OUT ALL SILT/ DEBRIS IN WET WELL PRIOR

TO INSTALLATION OF NEW PUMP STATION.

F61/4" = 1'-0"

NEW PUMP STATION A SECTION VIEW

2. NEW PUMP STATION SHOP DRAWINGS

REQUIRE APPROVAL OF PROJECT COR.

PRIOR TO ORDERING EQUIPMENT.

AutoCAD SHX Text

AutoCAD SHX Text [ 120 ]

AutoCAD SHX Text

AutoCAD SHX Text 3.0000 jordan.vandermeer Placed Image

TRANSFORMER

500 GAL

FERTILIZER TANK

500 GAL

W7 G5 SYSTEM

MODULE

3/4" INTAKE/SAMPLE PORT

ACID TANK

WD-M

MODULE

192"

6"

264"

4"Ø

Ø

3/4" NBR WATER INTAKE LINE

3/8" OD FEP ACID LINE INSIDE

OF PROTECTIVE JACKET

3/8" XLPE FERTIGATION

LINE

3/4" XLPE ACID/WATER

INJECTION LINE

'-0

DISCHARGE

ISOLATION VALVE (12")

12" 316 STS PIPING

3x8" SUCTION

SCANNING FILTERS

4" PRESSURE RELIEF

VALVE. DISCHARGE INTO

WET WELL

5 HP PRESSURE

MAINTENANCE PUMP

TYPICAL SUPPORT

FOR ALL PIPING ABOVE

GRADE.

FLOW METER

FILTER FLUSH LINE

3x100HP VERTICAL TURBINE

PUMPS

PUMP SCHEDULE

MARK LOCATION AREA AND/OR BLDG SERVED SYSTEM AND/OR SERVICE TYPE

CIRCULATING FLUID

MIN % EFF

ELECTRICAL MOTOR

FLUID

FLOW HEAD NPSH AVAILABLE TEMPERATURE

SP GR

NOMINAL POWER

PHASE VOLT MAX RPM

SPEED

CONTROL

REMARKS

GPM FT PSIG FT PSIG °F [°C] HP [kW]

P-1B STATION-B LAKE-B -SUPPLY IRRIGATION VERTICAL TURBINE WATER 3 460 1800 VFD

P-2B STATION-B 3 460 1800 VFD

P-3B STATION-B 3 460 1800 VFD

LAKE-B -SUPPLY IRRIGATION

LAKE-B -SUPPLY IRRIGATION

VERTICAL TURBINE

VERTICAL TURBINE

WATER

WATER

N/A 65 1

N/A 1

N/A 1

N/A

N/A

N/A

P-4B STATION-B LAKE-B -STATION PRESS-MAINT SUBMERSIBLE WATER 100 N/A 165N/A173 75 5 1800 CONST3 460

CWP-2 PENTHOUSE CHILLED SUPPLY CHILLED WATER INLINE CHILLED WATER/GLYCOL MIX 75 N/A 42 1 [ ] 3 460 3450 CONSTANTP-5B STATION-B N/A 1 3 460 3450 CONSTLAKE-B -STATION INTERMEDIATE SUBMERSIBLE WATER 65N/ANA NA NA 15 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a

98" LOW

WATER

LEVEL

168"

PUMP

DEPTH

98"

5 HP PRESSURE

MAINTENANCE PUMP

15 HP SUBMERSIBLE

INTERMEDIATE PUMP

LOW LEVEL SHUT

DOWN SAFETY

KEYED NOTES

NEW PUMP STATION B PLAN

MS102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1. NEW PREFABRICATED SKID MOUNT PUMP

STATION. BASIS OF DESIGN (RAINBIRD VT-3)

2. EXPAND EXISTING CONCRETE PAD TO 22'x18'

TO ACCOMMODATE NEW PUMP STATION, 8"

REINFORCE PAD. APPROXIMATE ADDED

CONCRETE AREA IS 257SF.

3. NEW WELL ACCESS COVER.

4. (3) 8" SELF CLEANING SCREEN FILTER. BASIS

OF DESIGN (YARDNEY FILTAWORX)

5. PUMP VFD CONTROLLER WITH PUMP

SYSTEM MANAGEMENT SOFTWARE.

6. NEW 500GAL ACID TANK.

7. EXISTING MOTOR CONTROL PANEL,

CONNECT POWER TO NEW PUMP VFD

CONTROLLER.

8. NEW WERECON ACID INJECTION SYSTEM

9. 6" FILTRATION BACKWASH PIPE, CONNECT

TO EXISTING.

10. NEW WERECON FERTIGATION SYSTEM.

11. NEW 500 GALLON FERTILIZER TANK.

12. CONNECT NEW IRRIGATION PIPING TO

EXISTING, INSPECT AND REPLACE FLANGE IF

NECESSARY.

E31/4" = 1'-0"

NEW PUMP STATION B PLAN VIEW

C71/4" = 1'-0"

NEW PUMP STATION B SECTION VIEW

F71/4" = 1'-0"

NEW PUMP STATION B SECTION VIEW

GENERAL NOTES

1. CONTRACTOR SHALL INSPECT AND CLEAN

OUT ALL SILT/ DEBRIS IN WET WELL PRIOR

TO INSTALLATION OF NEW PUMP STATION.

2. NEW PUMP STATION SHOP DRAWINGS

REQUIRE APPROVAL OF PROJECT COR.

PRIOR TO ORDERING EQUIPMENT.

AutoCAD SHX Text

AutoCAD SHX Text [ 120 ]

AutoCAD SHX Text

AutoCAD SHX Text 3.0000

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

F

T.

6FT.

OUTSIDE OF FENCE INSIDE OF FENCE

EXISTING FENCE

6FT.

F

T

6FT.

F

T

KEYED NOTES

NEW LAKE A & LAKE B FILL

VALVE PLAN

MS103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1. INSTALL NEW 12" RATE OF FLOW CONTROL

VALVE (CLA VAL OR EQUAL), ORIFICE PLATE

AND 12" GATE VALVE. INSTALL 12" BYPASS

WITH GATE VALVE. REUSE EXISTING VALVE

COVER.

2. INSTALL NEW WATER METER, SEE SHEET

MS501 AND MS502 FOR DETAILS.

COORDINATE WITH WATER UTILITY.

3. INSTALL NEW VAULT TO ACCOMMODATE

NEW 8" CONTROL VALVE, ORIFICE PLATE,

GATE VALVE, 8" BYPASS AND WATER METER.

4. NEW 8" WATER METER, SEE DETAILS ON

MS501 AND MS502.

5. INSTALL NEW VAULT TO ACCOMMODATE

NEW 10" CONTROL VALVE, ORIFICE PLATE,

GATE VALES, 10" BYPASS AND WATER

METER.

6. NEW 10" WATER METER, SEE SHEET MS501

AND MS502 FOR DETAILS.

7. EXISTING UTILITY METER SHALL REMAIN.

E2NTS

NEW LAKE B FILL VALVE PLAN

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO BID, INCLUDING BUT

NOT LIMITED TO FILL VALVE VAULT

LOCATIONS.

2. CONTRACTOR SHALL COORDINATE WITH

NATIONAL CEMETERY PERSONNEL ON

EXACT LOCATION OF EXISTING VAULTS AND

ROUTING OF NEW UNDERGROUND CONDUIT

FOR LOW VOLTAGE CONNECTION TO FILL

VALVES.

C1NTS

NEW LAKE A FILL VALVE PLAN

LAKE A FILL VALVE LOCATION

SEE DETAIL C1 THIS SHEET

LAKE B FILL VALVE LOCATION

SEE DETAIL E2 THIS SHEET

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text jordan.vandermeer Placed Image

PUMP STATION A

UPPER LAKE A

LOWER LAKE A

IRRIGATION SUPPLY

PUMP STATION B

UPPER LAKE B

LOWER LAKE B

IRRIGATION SUPPLY

OPEN CHANNEL

(2) 10" CONTROL VALVES

LAKE A FILL

12" CONTROL VALVE

LAKE B FILL

8" CONTROL VALVE

LAKE B FILL

LAKE LEVEL CONTROL SENSOR

LAKE LEVEL CONTROL SENSOR

SEQUENCE OF OPERATION

PUMP STATION

MAIN PUMPS WILL BE CONTROLLED BY PUMP CONTROL PRESSURE TRANSMITTER AND

PLC IN THE PUMP CONTROL PANEL. THE PLC WILL CONTROL THE PUMP AND

VFD VIA 4-20MA SIGNAL FROM THE PRESSURE TRANSMITTER. REUSE WATER

PUMP WILL MAINTAIN A MINIMUM DISCHARGE PRESSURE OF100 PSI. IF THE

PRESSURE EXCEEDS MORE THAN 110 PSI AT THE MINIMUM SPEED IT WILL

SHUT DOWN THE PUMP.

PRESSURE MAINT. PUMP AND ASSOCIATED VARIABLE FREQUENCY DRIVE

WILL BE CONTROLLED BY PUMP CONTROL PRESSURE TRANSMITTER AND

PLC IN THE PUMP CONTROL PANEL LOCATED IN THE PUMP STATION. THE PLC

WILL CONTROL THE PUMP AND VFD VIA 4-20MA SIGNAL FROM THE PRESSURE

TRANSMITTER. WHEN THE DISCHARGE PRESSURE DROPS BELOW 100 PSI

FOR MORE THAN 30 SECONDS PRIMARY PUMP (P-1A/B) WILL START AND PRESS MAINT.

WILL SHUT DOWN. P-1,2,3 A/B WILL STAGE TO MAINTAIN A MINIMUM DISCHARGE PRESSURE

OF 100PSI. WHEN THE DISCHARGE PRESSURE EXCEEDS 110 PSI AT THE MINIMUM

SPEED FOR MORE THAN 30 SECONDS P-1,2,3 A/B WILL SHUT DOWN AND PRESSURE MAINT.

PUMP WILL START AND MAINTAIN A PRESSURE OF 100 PSI.

IRRIGATION WATER PUMPS (P-1A-3A, P-1B-3B)) WILL ALTERNATE STARTS EVERY

24 HOURS (ADJ.)

ALL IRRIGATION WATER PUMPS WILL BE PROVIDED WITH AN ADJUSTABLE MINIMUM

RUN TIME TIMER SET FOR 30 SECONDS.

ALL PUMPS WILL SHUT DOWN WHEN WATER LEVEL IN THE PUMP STATION

WET WELL DROPS TO THE LOW WATER LEVEL.

LAKE FILL CONTROL VALVE

1. LAKE FILL CONTROL VALVE WILL BE CONTROLLED BY LIQUID LEVEL TRANSMITTER

IN THE PUMP STATION WET WELL AND RELAYS IN THE REUSE WATER HOLDING

POND LIQUID LEVEL CONTROL PANEL LOCATED IN THE PUMP STATION. THE LIQUID

LEVEL SWITCHES AND RELAYS WILL OPEN AND CLOSE THE LAKE FEED CONTROL

AND MAINTAIN THE LIQUID LEVEL IN THE REUSE HOLDING LAKE.

CENTRAL

CONTROLLER

LAKE-A

PUMP STATION

PLAN NOTES:

1. REMOVE EXISTING RTU AT PUMP STATION A AND B.

2. INSTALL NEW REMOTE TERMINAL UNITS (RTU)/WIFI

RADIO TRANSMITTER ANTENNA IN EXISTING PANEL

TO COMMUNICATE WITH MAXICOM CENTRAL

CONTROLLER (900MHz COMMUNICATION)

3. INSTALL NEW RTU/WIFI-ANTENNA AT EXISTING

CONTROL ROOM AREA. INTEGRATE WITH UPDATED

CENTRAL CONTROLLER FOR AUTOMATED CONTROL

OF LAKE FILL VALVES. AN UPGRADED PC IS

REQUIRED TO RUN NEW SOFTWARE

4. NEW WATER FLOW METERS LOCATED AT FILL

VALVES AND PUMP STATIONS SHALL BE CAPABLE

OF TRANSMITTING FLOW DATA TO CENTRAL

CONTROLLER FOR RECORDING OF TOTAL WATER

CONSUMPTION AND FLOW. ESP-SAT SHALL ALSO

PROVIDE 24V POWER TO NEW WATER METER.

5. PROVIDE 1" CONDUIT FOR (2) 24V POWER WIRE AND

SINGE DATA CABLE. PAGE SPEC P7162D, 16GA

SHIELDED WIRE OR EQUAL.

CONTROLLER

CCU LINK

ESP-SAT LINK

MAGNETIC FLOW METER

MAGNETIC FLOW METER

WIFI/RTU TRANSMITTER

2. LAKE A FILL CONTROL VALVE WILL BE CONTROLLED BY LIQUID TRANSMITTER LEVEL

AND MANUALLY AT THE CENTRAL CONTROLLER FOR WATER FEATURE DISPLAY.

CREATE DAY SCHEDULE FOR ENABLING/DISABLING FILL VALVES FOR WATER

FEATURE.

WIFI TRANSMITTER

PUMP STATION

CONTROLLER

PLC

IRRIGATION

ESP-SAT LINK

PUMP STATION

CONTROLLER

PLC

LAKE-B

PUMP STATION

ESP-SAT LINK

WIFI/RTU TRANSMITTER

WIFI/RTU TRANSMITTER

NEAREST

IRRIGATION

ESP-SAT LINK

NEAREST

KEYED NOTES

WATER SUPPLY CONTROL

DETAIL

MS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

1. PROVIDE 24V POWER TO NEW CONTROL

VALVE FROM NEAREST IRRIGATION

ESP-SAT. CONTRACTOR SHALL PLAN FOR

1000FT OF UNDERGROUND CONDUIT TO

ACCOMMODATE 24V POWER CABLE AND

DATA CABLE.

2. NEW WET WELL LEVEL SENSOR TO BE

INSTALLED WITH NEW PUMPS STATION

PACKAGE.

3. INSTALL NEW FLOW METER AT FILL VALVE

VAULT, BASIS OF DESIGN IS McCROMETER

UM06 WITH 24V DC POWER AND PULSE

SCALED OUTPUT. METER SHALL MATCH

PIPE SIZE AND FLOW RANGE. SEE SHEET

MS502 FOR DETAILS.

4. PROVIDE 24V POWER TO NEW CONTROL

VALVE FROM NEAREST IRRIGATION

ESP-SAT. CONTRACTOR SHALL PLAN FOR

300FT OF UNDERGROUND CONDUIT TO

ACCOMMODATE 24V POWER CABLE AND

DATA CABLE.

5. PROVIDE 1" CONDUIT FOR (2) 24v WIRES

AND SINGLE DATA WIRE. DATA WIRE

SHALL BE PAIGE ELECTRIC P7162D

SHIELDED 16GA WIRE OR EQUAL.

6. INSTALL RAINBIRD PULSE SENSING

TRANSMITTER AND PULSE DECODERS TO

EXISTING SATELLITE CONTROLLERS.

C2NTS

LAKE A WATER SUPPLY

F4NTS

LAKE B WATER SUPPLY

WALL

NOTES:

IRRIGATION EQUIPMENT

DETAILS

MS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

C1NTS

DETAIL FOR STILLING WELL

E4NTS

DETAIL FOR SUPPORTING PIPE ON CONCRETE SLAB

E1NTS

NEW CONCRETE PAD DETAIL

C6NTS

TYPICAL FILL VALVE & VAULT DETAIL

MAGNETIC FLOW METER

MCCROMETER ULTRA MAG OR

EQUAL.

NRS FLG GATE

VALVE (TYP.)

BYPASS

4'X6'

ACCESS

HATCH

PIPE LENGTH TO

BE A MINIMUM 2'

FLOW

CONTROL

VALVE

ORIFICE

PLATE

RESTRAINED M.J.

6" REINFORCED PRECAST CONCRETE VAULT

UNI-FLANGE (TYP.)

1' MINIMUM DUCTILE IRON STUB OUT

1' MINIMUM DUCTILE IRON STUB OUT

1' MINIMUM DUCTILE IRON STUB OUT

NRS FLG GATE

VALVE (TYP.)

MJ FLG COUPLING

MAGNETIC FLOW METER

MCCROMETER ULTRA MAG OR

EQUAL.

12" SUMP WITH CAST IRON GRATE

4'X6' ALUMINUM DOOR WITH SPRING

OPEN ASSIST HINGE. BILCO TYPE

LID OR APPROVED EQUAL.

STEEL STEPS

FINISHED ELEVATION TO BE

6" ABOVE EXISTING GRADE

VAULT NOTES

1. CONTRACTOR SHALL SUBMIT ALL CONCRETE VAULT SHOP

DRAWING SUBMITTALS TO THE VA FOR APPROVAL PRIOR

TO ORDERING.

2. COMPACT SUBGRADE UNDER AND 12" ON EITHER SIDE OF

FOOTING TO 95% STANDARD PROCTOR MAXIMUM DRY

DENSITY.

3. PRECAST VAULT TO HAVE #4 REBAR @ 9" O.C. BOTH WAYS.

4. PIPE AND ELECTRICAL PENETRATION VOIDS TO BE FILLED

WITH NON-SHRINK GROUT.

5. ALL PIPING THROUGH VAULT SHALL BE DUCTILE IRON PIPE.

6. HATCH SHALL BE SPRING ASSISTED.

7. HATCH SHALL HAVE POSITIVE LOCK AT 90 DEGREES.

8. HATCH SHALL HAVE PADLOCKING CAPABILITIES.

9. VAULT TO HAVE STEEL STEPS CAST IN PLACE AT THE TIME

OF FABRICATION FOR VAULTS WITH A DEPTH GREATER

THAN OR EQUAL TO 36".

9.1. MAXIMUM STEP SPACING SHALL BE 15"

6" REINFORCED PRECAST CONCRETE VAULT

MINIMUM 18" OF #4 STONE BACKFILL

EXTENDING 1' BEYOND THE EDGE

OF VAULT AND WRAPPED IN 8 OZ-SY

NON WOVEN GEOTEXTILE FABRIC

6' X 10' MINIMUM REINFORCED PRECAST CONCRETE

VAULT WITH A 6" MINIMUM WALL THICKNESS

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

LEVEL SENSOR

AutoCAD SHX Text

12" LINKSEAL CS

AutoCAD SHX Text

PLASTIC SLEEVE

AutoCAD SHX Text

8" PVC FLANGE

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

LINKSEAL

AutoCAD SHX Text

LEVEL CIRCUITS IN CONDUIT

AutoCAD SHX Text

TO CONTROL PANEL

AutoCAD SHX Text 2"x8" REDUCING

AutoCAD SHX Text

PVC FLANGE

AutoCAD SHX Text

DRILL (4) 1" DIAMETER

AutoCAD SHX Text

HOLES IN STILLING WELL

AutoCAD SHX Text

PIPE EVERY 2 FEET

AutoCAD SHX Text

SUPPORTS AS REQ'D

AutoCAD SHX Text

TO MAINTAIN VERT

AutoCAD SHX Text

ALIGNMENT OF PVC

AutoCAD SHX Text

STILLING WELL (3 MIN.)

AutoCAD SHX Text

STILLING WELL TO BE AS REQ'D

AutoCAD SHX Text

BY INSTRUMENT

AutoCAD SHX Text

8" SCHEDULE 40

AutoCAD SHX Text

PVC STILLING WELL

AutoCAD SHX Text

316 SST OFFSET PIPE

AutoCAD SHX Text

CLAMP GRINNELL #103-SS

AutoCAD SHX Text

PIPE SUPPORT

AutoCAD SHX Text

" STAINLESS STEEL

AutoCAD SHX Text

CONCRETE ANCHOR (TYP)

AutoCAD SHX Text

8" PVC PIPE STILLING WELL

AutoCAD SHX Text

TBD IN FIELD

AutoCAD SHX Text 8"x8"x3/8" [203x203x8.0mm] STEEL PLATE

AutoCAD SHX Text

WELD PLATE TO PIPE

AutoCAD SHX Text SECURE TO SLAB WITH (4) 3/8" [8.0mm] EXPANSION BOLTS OR WELD TO STEEL DECK

AutoCAD SHX Text

CONCRETE SLAB OR STEEL ROOF DECK

AutoCAD SHX Text

WELD PIPE SADDLE SUPPORT TO PIPE. PROVIDE WATER TIGHT CONNECTION

AutoCAD SHX Text 2" [50mm] STEEL PIPE

AutoCAD SHX Text 2-1/2" [65mm] STEEL PIPE

AutoCAD SHX Text

NOTES: PROVIDE RESTRAINING CLAMPS 8'-0" [2438] O.C.

AutoCAD SHX Text

4000 PSI CONCRETE MEDIUM BROOM FINISH

AutoCAD SHX Text #4 REBAR @ 12" O.C. EACH WAY AND MUST BE SUPPORTED ON REINFORCEMENT BAR CHAIRS WHEN INSTALLED.

AutoCAD SHX Text

9" ODOT TYPE 'A' AGGREGATE BASE

AutoCAD SHX Text

UNDISTURBED FOUNDATION MATERIAL TYP.

AutoCAD SHX Text

1. AGGREGATE BASE SHALL MATCH CalTrans SPECIFICATIONS, COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AGGREGATE BASE SHALL MATCH CalTrans SPECIFICATIONS, COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. . 2. UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL FILL PLACED IN MAXIMUM EIGHT-INCH LOOSE LIFTS COMPACTED TO AT LEAST 90 UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL FILL PLACED IN MAXIMUM EIGHT-INCH LOOSE LIFTS COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 FOR FINE GRAINED SOILS AND 95 PERCENT FOR GRANULAR SOILS. THE MOISTURE CONTENT SHOULD BE WITHIN 2 PERCENT OF OPTIMUM FOR GRANULAR SOILS AND AT LEAST 2 PERCENT ABOVE OPTIMUM FOR FINE-GRAINED SOILS

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

GALV. STEEL SUPPORTS

AutoCAD SHX Text %%uELEVATION%%U

AutoCAD SHX Text %%uPLAN VIEW%%U

GEAR PANEL

(UTILITY OWNED)

M O

T O

R

C

O N

T R

O L

B R

E A

K E

R

P

A N

E L

S C

E

F

E E

D E

R

U

T I L I T

Y

O

W N

E D

RETAINING CONCRETE WALL

F E

N C

E

L I N

E

F E

N C

E

L I N

E

TRANSFORMER

(UTILITY OWNED)

ACID TANK

MANHOLE

MANHOLE

FENCE LINE

FENCE LINE

FERTILIZER TANK

MOTOR CONTROL

BREAKER PANEL

ACID TANK

FERTILIZER TANK

F E

N C

E

L I N

E

F E

N C

E

L I N

E

FENCE LINE

FENCE LINE

TRANSFORMER

(UTILITY OWNED)

FLAGPOLE

FLOOD LIGHTS

BOOSTER

PUMP

TELEMETRY

CONTROLS

PANEL " L"

TRANSFORMER

PUMP #4A AUX

LOADS

PUMP #1A

PUMP #2A

PUMP #3A

MAIN BREAKER

TENT SERVICE

PUMP #6

JOCKEY

PUMP

PUMP #5

RESTROOM

FEED

XFMR DISC.

40A 2P

PUMP #10

HOLDING POND

MAIN BREAKER

500A 3P

PUMP #7

PUMP #8

PUMP #9

PANEL "LB"

TRANSFORMER

480-120/240-15KA

CONTROLS

LAKE "A" LAKE "B"

1. REMOVE PUMP CONTROLLER.

2. REMOVE ALL PUMP DISCONNECT

SWITCHES.

3. DEMO EXISTING WIRE & CONDUIT BACK TO

ELECTRICAL PANEL.

4. REMOVE CONTROL TRANSMITTER AND WET

WELL LEVEL CONTROLLER.

5. REMOVE MOTOR CONTROL BREAKER PANEL

CABINET.

6. ACID FEEDER SYSTEM SHALL BE REMOVED.

7. REMOVE PANEL AND TRANSFORMER.

8. COORDINATE WITH SOUTHERN CALIFORNIA

EDISON UTILITY TO REMOVE AND UPGRADE

THE TRANSFORMER.

KEYED NOTES

ELECTRICAL DEMOLITION PLAN

PUMP STATION A & B

ED401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

VCI Project Management Construction Management Engineering

BID DOCUMENTS

BID DOCUMENTS

D2 1/4" = 1'-0"

PUMP STATION A - DEMO PLAN

F7 1/4" = 1'-0"

PUMP STATION B - DEMO PLAN

A. FOR EXISTING EQUIPMENT, SUCH AS WIRING DEVICES,

CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED,

COMPLETELY CUT/CAP CONDUITS AT THE AREA OF WORK

PERIMETER AND REMOVE CONDUIT WITHIN THE WORK AREA,

DISCONNECT WIRING AT THE OVERCURRENT PROTECTIVE

DEVICE AND REMOVE WIRING COMPLETELY FROM THE

ABANDONED CONDUITS BACK TO JUNCTION BOX OR PANEL .

B. DISCONNECT ALL ABANDONED WIRING OF ALL TYPES AT THE

OVERCURRENT PROTECTIVE DEVICE. COMPLETELY REMOVE

ALL ABANDONED WIRING.

GENERAL NOTES - DEMOLITION

SSBS

F2 N.T.S

MOTOR CONTORL PANEL-DEMO

ACID TANK

SHALL BE REMOVED.

SEE MD101.

FERTILIZER TANK

SHALL BE REMOVED.

SEE MD101.

ACID TANK

SHALL BE REMOVED.

SEE MD102.

FERTILIZER TANK

SHALL BE REMOVED.

SEE MD102.

ALL WORK THIS SHEET IS TO BE

INCLUDED IN THE BASE BID.

56436

7/23/2021

25'-0"

RETAINING CONCRETE WALL

F E

N C

E

L I N

E

F E

N C

E

L I N

E

FENCE LINE

FENCE LINE

MANHOLE

MANHOLE

TRANSFORMER

(UTILITY OWNED)

MAIN SWITCH

GEAR PANEL

(UTILITY OWNED)

N

EW

M D

P-

SC

E

FE

ED

ER

(U

TI

LI

TY

O

W N

ED

'-0

DISCHARGE

ISOLATION

VALVE (12")

12" 316 STS PIPING

3x8" SUCTION

SCANNING FILTERS

4" PRESSURE RELIEF

VALVE. DISCHARGE INTO

WET WELL

5 HP PRESSURE

MAINTENANCE PUMP

TYPICAL SUPPORT

FOR ALL PIPING ABOVE

SLAB.

FLOW METER

FILTER FLUSH LINE

3x100HP

VERTICAL TURBINE

PUMPS

ELECTRICAL PLAN-NEW PUMP

STATION A

E-401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

VCI Project Management Construction Management Engineering

BID DOCUMENTS

BID DOCUMENTS

E2 1/4" = 1'-0"

NEW PUMP STATION A PLAN VIEW

1. PUMP VFD CONTROLLER WITH PUMP

SYSTEM MANAGEMENT SOFTWARE.

2. INSTALL NEW DISCONNECT SWITCHES

(SQUARE D HEAVY DUTY SAFETY SWITCH

OR EQUAL).

3. INSTALL NEW NEMA 3R CABINET.

4. NEW WERECON ACID INJECTION SYSTEM.

5. NEW WERECON FERTIGATION SYSTEM.

6. ELECTRICAL EQUIPMENT. SEE DETAIL F6

THIS SHEET.ELECTRICAL EQUIPMENT SHALL

BE LOCATED IN SIGHT FROM THE CONTROL

PANEL.

7. UTILITY OWNED TRANSFORMER.

CONTRACTOR TO COORDINATE WITH

SOUTHERN CALIFORNIA EDISON UTILITY FOR

REQUIRED UPGRADE THE TRANSFORMER.

POWER METER TO BE PROVIDED BY

SOUTHERN CALIFORNIA EDISON UTILITY AND

FIELD COORDINATED AT TRANSFORMER.

PAD TO BE INSTALLED BY CONTRACTOR.

8. PROVIDE #1/0 BARE CU CONDUCTOR,

TWO 1"x10' COPPERCLAD GROUND RODS.

9. PROVIDE 8 EA. 20 AMP SINGLE-POLE

BREAKERS, AND 3 EACH 20 AMP 2-POLE

BREAKERS INITIALLY. PROVIDE ANY

ADDITIONAL BREAKERS WHICH MAY BE

CURRENTLY UNIDENTIFIED BUT

NECESSARY FOR THE COMPLETION OF

THE PUMP STATION.

10. PROVIDE 15KVA 480-208/120 TRANSFORMER.

11. EXISTING LOADS TO REMAIN.

12. TRANSFORMER SHALL BE GROUNDED PER

NEC ARTICLE 250 PART X, AND SPECIFICALLY

NEC 250.184(B)

13. FENCE SHALL BE GROUNDED PER NEC.

CONTRACTOR COORDINATE WITH

SOUTHERN CALIFORNIA EDISON UTILITY FOR

REQUIREMENTS.

KEYED NOTES

LEGEND AND SYMBOLS

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH.

MOTOR, HORSEPOWER AS INDICATED.

VARIABLE FREQUENCY DRIVE.

TRANSFORMER

EARTH GROUND

GENERAL NOTES - NEW WORK

SSBS

5HP

C6 NOT TO SCALE

ONE-LINE DIAGRAM - LAKE A

VFD

TO UTILITY

NEW MDP -1

PANEL

M

ACID INJECTION SYSTEM

3HP

ACID INJECTION SYSTEM FEEDER(N)

3/4"C, (4)#10, (1)#10G.

FERTIGATION SYSTEM

3HP

FERTIGATION SYSTEM FEEDER(N)

3/4"C, (4)#10, (1)#10G.

CONTROLLER CONTROLLERPUMP CONTROLLER PANEL

BOOST PUMP

BOOST PUMP

BOOST PUMP

BOOST PUMP

100HP

100HP

100HP

5HP

STATION PUMP FEEDER (N)

(5)2"C, W/2 300KCMIL,1 #2 G

800A, 480V, 3PH, 4W BUS

FL

AG

P O

LE

AU

X.

L O

AD

S

15KVA

480-120/240V

PANEL "L"

DISCONNECT SWITCH FEEDER (N)

(5)2"C, W/2 350KCMIL,1 #1/0 G

WIREWAY

ACID INJECTION SYSTEM FERTIGATION SYSTEM

F6 NOT TO SCALE

ELECTRICAL EQUIPMENT RACK- LAKE A

500KVA

12KV-480/277V

F1 NOT TO SCALE

EXSITING PANEL "L"

METALLIC WIREWAY

METAL STRUT RACK

TO

P

U M

P

ST

AT

IO

N

TO

A

C

ID

IN

JE

C

TI

O N

S

YS

TE

M

TO

F

ER

TI

G

AT

IO

N

S

YS

TE

M

400/400A

DISCONNECT

SWITCH

25/16A

DISCONNECT

SWITCH

25/16A

DISCONNECT

SWITCH

6" CONCRETE PAD

AL

L

EQ

U

IP

M

EN

T N

EM

A

3R

NOTE: SWITCH SIZE ARE NOTED AS RATING (A)/FUSE SIZE

('25/16A' IS A 25 AMP SWITCH WITH 16 AMP FUSE)

A. ALL CONDUIT ROUTES SHOWN WITHIN THESE PLANS ARE

DIAGRAMMATIC, AND SHOW ONLY THE NEW DESIGN INTENT

FOR NEW CONDUIT OR THE ASSUMED ROUTING OF

EXISTING CONDUITS. EXACT ROUTING OF ALL NEW

CONDUITS SHALL BE DETERMINED IN THE FIELD (AND

COORDINATED WITH THE VA) TO SUIT FIELD CONDITIONS

AND TO COMPLY WITH ALL REQUIREMENTS OF NEC, IBC,

AND OTHER APPLICABLE CODES.

B. ALL NEW WORK TO EXISTING INSTALLATIONS SHALL

COMPLY WITH THE LATEST VERSIONS OF THE NEC, IBC,

AND OTHER APPLICABLE CODES AS ADOPTED BY THE VA AT

THE TIME OF THIS PROJECT.

C. EACH BRANCH CIRCUIT HOMERUN SHALL HAVE NO MORE

THAN THREE CIRCUITS. EACH BRANCH CIRCUIT HOMERUN

SHALL HAVE A SEPARATE GREEN INSULATED EQUIPMENT

GROUNDING CONDUCTOR.

D. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE AS TO WHICH DEVICES ARE SUPPLIED WITH

EQUIPMENT .

SPARE

NEW SERVICE ENTRANCE FEEDER (N)

(5)2-1/2"C, EA. W/3 300KCMIL

100"

104"

20"

6"

64" LIFTING DEVICE DAYTON

SUPERIOR 4 TON MFG ID# P-52

SWIFT LIFTING EYE

20"

F3 NOT TO SCALE

PRECAST CONCRETE PAD

4" FILTRATION

BACKWASHNEW

MAGNETIC

FLOW

METER

F8 1/4"=1'-0"

NEW PUMP STATION A SECTION VIEW

NEW

PREFABRICATED

SKID MOUNT

PUMP STATION

THREE SELF CLEANING

SCREEN FILTERS

EXISTING CONCRETE PAD

2 2

EXPAND EXISTING PAD

SEE NOTE 2, MS101

PRECAST CONCRETE PAD

SEE DETAIL F3

STILLING WELL W/LAKE

LEVEL CONTROL SENSOR

3/4" INJECTION PORT

500 GAL

ACID TANK

500 GAL

FERTILIZER TANK

3/4" INTAKE/SAMPLE

PORT

WD-M

MODULE

W7 G5

SYSTEM

MODULE

WELL ACCESS

DOOR

TRANSFORMER

(UTILITY OWNED)

4"Ø

Ø

NEW MDP-2

'-0

DISCHARGE

ISOLATION

VALVE (12")

12" 316 STS PIPING

3x8" SUCTION

SCANNING FILTERS

4" PRESSURE RELIEF

VALVE. DISCHARGE INTO

WET WELL

5 HP PRESSURE

MAINTENANCE PUMP

TYPICAL SUPPORT

FOR ALL PIPING ABOVE

SLAB.

FLOW METER

FILTER FLUSH LINE

3x100HP

VERTICAL TURBINE

PUMPS

ELECTRICAL PLAN-NEW PUMP

STATION B

E-402

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

VCI Project Management Construction Management Engineering

BID DOCUMENTS

BID DOCUMENTS

KEYED NOTES

LEGEND AND SYMBOLS

GENERAL NOTES - NEW WORK

F7 1/4" = 1'-0"

NEW PUMP STATION B PLAN VIEW

A. ALL CONDUIT ROUTES SHOWN WITHIN THESE PLANS ARE

DIAGRAMMATIC, AND SHOW ONLY THE NEW DESIGN INTENT

FOR NEW CONDUIT OR THE ASSUMED ROUTING OF

EXISTING CONDUITS. EXACT ROUTING OF ALL NEW

CONDUITS SHALL BE DETERMINED IN THE FIELD (AND

COORDINATED WITH THE VA) TO SUIT FIELD CONDITIONS

AND TO COMPLY WITH ALL REQUIREMENTS OF NEC, IBC,

AND OTHER APPLICABLE CODES.

B. ALL NEW WORK AND ALTERATIONS TO EXISTING

INSTALLATIONS SHALL COMPLY WITH THE LATEST

VERSIONS OF THE NEC, IBC, AND OTHER APPLICABLE

CODES AS ADOPTED BY THE VA AT THE TIME OF THIS

PROJECT.

C. EACH BRANCH CIRCUIT HOMERUN SHALL HAVE NO MORE

THAN THREE CIRCUITS. EACH BRANCH CIRCUIT HOMERUN

SHALL HAVE A SEPARATE GREEN INSULATED EQUIPMENT

GROUNDING CONDUCTOR.

D. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE AS TO WHICH DEVICES ARE SUPPLIED WITH

EQUIPMENT .

SSBS

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH.

MOTOR, HORSEPOWER AS INDICATED.

VARIABLE FREQUENCY DRIVE.

TRANSFORMER

EARTH GROUND

5HP

C6 NOT TO SCALE

ONE-LINE DIAGRAM - LAKE B

VFD

TO UTILITY

NEW MDP -2

PANEL

M

ACID INJECTION SYSTEM

3HP

ACID INJECTION SYSTEM FEEDER(N)

3/4"C, (4)#10, (1)#10G.

FERTIGATION SYSTEM

3HP

FERTIGATION SYSTEM FEEDER(N)

3/4"C, (4)#10, (1)#10G.

CONTROLLER CONTROLLERPUMP CONTROLLER PANEL

BOOST PUMP

BOOST PUMP

BOOST PUMP

BOOST PUMP

100HP

100HP

100HP

5HP

STATION PUMP FEEDER (N)

(5)2"C, W/2 350KCMIL,1 #1/0 G

800A, 480V, 3PH, 4W BUS

TE

N

T

SE

R

VI

C E

R

ES

TR

O

O M

30KVA

480-208/120V

PANEL "LB"

WIREWAY

ACID INJECTION SYSTEM FERTIGATION SYSTEM

METALLIC WIREWAY

METAL STRUT RACK

TO

P

U M

P

ST

AT

IO

N

TO

A

C

ID

IN

JE

C

TI

O N

S

YS

TE

M

TO

F

ER

TI

G

AT

IO

N

S

YS

TE

M

400/400A

DISCONNECT

SWITCH

25/16A

DISCONNECT

SWITCH

25/16A

DISCONNECT

SWITCH

6" CONCRETE PAD

AL

L

EQ

U

IP

M

EN

T

N

EM

A 3R

F6 NOT TO SCALE

ELECTRICAL EQUIPMENT RACK- LAKE B

DISCONNECT SWITCH FEEDER (N)

(5)2"C, W/2 400KCMIL,1 #1/0 G

1. PUMP VFD CONTROLLER WITH PUMP

SYSTEM MANAGEMENT SOFTWARE.

2. INSTALL NEW DISCONNECT SWITCHES

(SQUARE D HEAVY DUTY SAFETY SWITCH

OR EQUAL).

3. INSTALL NEW NEMA 3R CABINET.

4. NEW WERECON ACID INJECTION SYSTEM.

5.