210727 Riverside 901CM3043 Final Design - 3 of 6.pdf

PDF 17 MB Posted Aug 20, 2021

Attached to: Y1NZ--Riverside National Cemetery Improvements_ Project # 901-043
Solicitation number: 36C78621B0013
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a federal contract opportunity for improvements at the Riverside National Cemetery in Riverside, California. The solicitation number is 36C78621B0013 and will be issued on or about July 15, 2021 for the Riverside National Cemetery Improvements Project 901-043. The acquisition type will be an Invitation for Bid with a construction magnitude between $2,000,000 and $5,000,000. This is a 100% set-aside for Service-Disabled Veteran Owned Small Businesses under NAICS code 237990 with a size standard of $36.5 million. To be eligible, offers must come from verified SDVOSBs registered in the Vendor Information Pages database. Amendments to the solicitation will be posted on Beta SAM.gov and acknowledgment is required. The point of contact is Auvorie Benson of the Department of Veterans Affairs National Cemetery Administration.

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Other files

File	Type	Posted
210727 Riverside 901CM3043 Final Design - 6 of 6.pdf	PDF	Aug 20, 2021
210727 Riverside 901CM3043 Final Design - 1 of 6.pdf	PDF	Aug 20, 2021
210727 Riverside 901CM3043 Final Design - 2 of 6.pdf	PDF	Aug 20, 2021
210727 Riverside 901CM3043 Final Specifications.pdf	PDF	Aug 20, 2021
210727 Riverside 901CM3043 Final Design - 5 of 6.pdf	PDF	Aug 20, 2021
210727 Riverside 901CM3043 Final Design - 4 of 6.pdf	PDF	Aug 20, 2021
36C78621B0013.docx	DOCX document	Jul 1, 2021

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12" DIA PINE

16" DIA PINE

12" DIA PEPPER

36" DIA PEPPER

12" DIA PEPPER

34" DIA PEPPER

12" DIA PEPPER

36" DIA PEPPER

8" DIA PEPPER

12" DIA PEPPER

18" DIA PEPPER

8" DIA PEPPER

12" DIA SYCAMORE

6" DIA PEPPER

8" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA PEPPER

6" DIA PEPPER

8" DIA PEPPER

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA PEPPER

8" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

36" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

24" DIA PEPPER

36" DIA PEPPER

24" DIA PEPPER

16" DIA PEPPER

32" DIA PEPPER

16" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

16" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

16" DIA SYCAMORE

6" DIA PEPPER

8" DIA SYCAMORE

24" DIA PEPPER

12" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA PINE

24" DIA PINE

12" DIA PINE

24" DIA PEPPER

24" DIA PINE

12" DIA PINE

24" DIA PINE

36" DIA PINE

12" DIA PINE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PINE

12" DIA SYCAMORE

16" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PALM

12" DIA PALM

24" DIA PALM

12" DIA PALM

24" DIA PALM

12" DIA PINE

24" DIA PINE

12" DIA PINE

8" DIA PINE

12" DIA PINE

12" DIA EUCALYPTUS

12" DIA PINE

24" DIA PINE

24" DIA EUCALYPTUS

12" DIA PINE

16" DIA PEPPER

24" DIA PEPPER

12" DIA PEPPER

MULTI TRUNK PALM

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

6" DIA SYCAMORE

36" DIA PALM

24" DIA PALM

12" DIA EUCALYPTUS

6" DIA SYCAMORE

24" DIA PALM

24" DIA EUCALYPTUS

8" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA STAGHORN SUMACS

24" DIA PINE

6" DIA HACKBERRY

8" DIA HACKBERRY

6" DIA HACKBERRY

8" DIA HACKBERRY

8" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

8" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

12" DIA HACKBERRY

6" DIA HACKBERRY

12" DIA HACKBERRY

6" DIA HACKBERRY

12" DIA HACKBERRY

12" DIA SYCAMORE

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA PINE

16" DIA PINE

24" DIA EUCALYPTUS

12" DIA STAGHORN SUMACS

8" DIA SYCAMORE

6" DIA SYCAMORE

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA STAGHORN SUMACS

8" DIA SYCAMORE

16" DIA PEPPER

6" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

12" DIA PINE

24" DIA PINE

12" DIA PINE

16" DIA PINE

18" DIA PINE

BOULDER

BOULDERS

BOULDER

18" STORM DRAIN

NV= 1533.40'

18" STORM DRAIN

INV= 1530.70'

LANDSCAPE BORDER

12" DRAIN

PUMP STATION

INTAKE

12"

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

15" STORM

DRAIN

15" STORM

DRAIN

X X

OVERALL DEMOLITION PLAN -

CEMETERY

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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

EGRESS ROAD & FENCING

SHEET CD401

ROAD TO PUMP STATION A

INTERSECTION IMPROVEMENTS

SHEET CD401

PUMP STATION A

SHEET MD101

PUMP STATION B

SHEET MD102

0 150 300

1 INCH = 150 FEET

WASTE WATER TREATMENT PLANT

SHEET CD102

CANAL AREA 2

SHEET CD407

CANAL AREA 3

SHEET CD408

CANAL AREA 1

SHEET CD406

REFLECTIVE POOL

SHEET CD405

UPPER & LOWER POND

SHEET CD404

UPPER LAKE

SHEET CD403

LOWER LAKE

SHEET CD402

No. 44593

PROFESSIONAL

I S

7/02/2021

FRONT ENTRY IMPROVEMENTS

SEE LANDSCAPE DEMOLITION SHEETS

X X

X X X

X X

OVERALL DEMOLITION PLAN -

WASTE WATER TREATMENT

PLANT

CD102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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. DEMOLISH ALL STRUCTURES WITHIN THE HATCHED

AREA. SEE DEMOLITION NOTE 1.

KEYED NOTES

0 20 40

1 INCH = 20 FEET

LEGEND AND SYMBOLS

DEMOLITION NOTES:

1. WASTE WATER TREATMENT PLANT DEMOLITION SHALL

INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING

FEATURES ALONG WITH THEIR APPURTENANCES WITHIN

THE PERIMETER OF THE STRUCTURES FOUNDATION.

1.1. STRUCTURES

1.2. MIXING BASINS

1.3. PIPING

1.4. FOUNDATIONS

1.5. SLABS

1.6. FOOTINGS

1.7. ACCESS RAMP

1.8. FENCING

1.9. VAULTS

1.10. STAIRS

1.11. VALVES

1.12. DUCTING

2. ALL BELOW GROUND UTILITIES WITHIN THE PERIMETER OF

THE STRUCTURE SHALL BE REMOVED.

3. CONTRACTOR SHALL TAKE NO ACTION FOR ALL BELOW

GROUND UTILITIES OUTSIDE OF THE PERIMETER OF THE

STRUCTURE.

4. CONTRACTOR SHALL ABATE AND DEMOLISH THE

STRUCTURE IN CONFORMANCE WITH ALL LOCAL, STATE

AND GENERAL REGULATIONS, SEE SHEETS HD403 AND

HD901.

5. CONTRACTOR SHALL ABATE ALL HAZARDOUS MATERIALS

ENCOUNTERED AS OUTLINED IN THE PRE -DEMOLITION

HAZARDOUS MATERIALS SURVEY REPORT DATED

SEPTEMBER 30, 2020.

6. CONTRACTOR SHALL ABATE ALL HAZARDOUS MATERIALS

ACCORDING TO THE SCAQMD RULE 1403 PROCEDURE 5

WORK PLAN DATED DECEMBER 9, 2020.

7. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS

AND DEBRIS FROM NCA PROPERTY TO A DUMP SITE AND

SHALL NOT BE USED AS BACKFILL.

8. CONTRACTOR TO PROVIDE TRAFFIC ACCESS AT ALL TIMES

ALONG ASPHALT DRIVE.

9. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

NON-DEMOLITION DEBRIS AND TRASH WITHIN THE

PROJECT SITE.

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING ASPHALT ROAD

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING SHRUBS

EXISTING ASPHALT ROAD

STRUCTURE DEMOLITION

NOTE TO BIDDERS:

A SITE VISIT TO THE EXISTING WASTE WATER

TREATMENT PLANT PRIOR TO BID IS ADVISED BUT

NOT MANDATORY AND MAY BE COORDINATED

WITH THE CONTRACTING OFFICER.

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

7/02/2021

12" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA PINE

18" DIA PINE

''W

12" DIA EUCALYPTUS

12" DIA PINE

0 10 20

1 INCH = 10 FEET

ENLARGED DEMOLITION PLAN - EGRESS

ROAD, ORNAMENTAL FENCING & ROAD TO

PUMP STATION A INTERSECTION

IMPROVEMENTS

CD401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 EXISTING ROCK BORDER.

2. RELOCATE EXISTING TRASH RECEPTACLE.

3. RELOCATE EXISTING IRRIGATION BOX AND ALL

ASSOCIATED VALVES, WIRING AND PIPING AS REQUIRED,

SEE SHEET C-401.

4. RELOCATE EXISTING SIGN, SEE SHEET C-401.

5. REMOVE EXISTING RIBBON CURB.

6. RELOCATE EXISTING BOULDER, SEE SHEET C-401.

7. SAW CUT EXISTING ASPHALT.

8. REMOVE EXISTING ASPHALT ROADWAY.

9. REMOVE EXISTING CHAIN LINK FENCE, GATE, POLES AND

FOOTINGS.

10. LIMITS OF CHAIN LINK FENCE REMOVAL.

11. REMOVE EXISTING GRAVEL ROAD.

12. REMOVE EXISTING 18" DIAMETER PINE.

13. RELOCATE EXISTING IRRIGATION HEAD, SEE SHEET C-401.

14. PRESERVE AND PROTECT EXISTING RIBBON CURB.

KEYED NOTES

LEGEND AND SYMBOLS

EXISTING GRAVEL DRIVE

EXISTING ROCK BORDER

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

VICINITY MAP

NOT TO SCALE

AOI

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

GENERAL NOTES:

1. A TEMPORARY BOULDER STORAGE LOCATION SHALL

BE APPROVED BY RE/COR.

2. SEE SHEET C-402 FOR IRRIGATION RELOCATION.

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

24" DIA PEPPER

12" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA PINE

24" DIA PINE

12" DIA SYCAMORE

24" DIA PINE

16" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

8" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

6" DIA SYCAMORE

12" DIA SYCAMORE

PUMP STATION

INTAKE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

15" STORM

DRAIN

WATERFALL

EMERGENCY SPILLWAY

0 20 40

1 INCH = 20 FEET

ENLARGED DEMOLITION PLAN -

LOWER LAKE A

CD402

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 SEDIMENT AND EXISTING LINER, SEE SHEET C-405

FOR LAKE GRADING.

2. REMOVE EXISTING AQUATIC PLANTERS & GUNITE BANKS.

3. PRESERVE AND PROTECT EXISTING WATERFALL FEATURE.

4. PRESERVE AND PROTECT EXISTING EMERGENCY

SPILLWAY

5. RELOCATE EXISTING BOULDERS, SEE SHEET C-405.

6. REMOVE ALL SEDIMENT AND DEBRIS FROM PUMP STATION

INTAKE VAULT.

7. REMOVE, PRESERVE AND PROTECT EXISTING WATER

FEATURES AND APPURTENANCES, SEE GENERAL NOTES

THIS SHEET.

8. REMOVE, STORE AND REPLACE WATERFALL BOULDERS AS

NECESSARY FOR CONSTRUCTION ACTIVITIES.

KEYED NOTES

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

LOWER LAKE A

VICINITY MAP

NOT TO SCALE

AOI

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING TOP OF SEDIMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

GENERAL NOTES:

1. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT

MATERIAL AT THE CEMETERY'S TOP SOIL

MANUFACTURING FACILITY. CONTRACTOR SHALL

COORDINATE SPECIFIC LOCATION WITH CEMETERY

STAFF.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION

OF ALL LINER PENETRATIONS.

2.1. CONTRACTOR SHALL INCORPORATE ALL

EXISTING PENETRATIONS, INTAKES, OUTLETS,

SPLASH PADS, ETC. INTO THE NEW LINER.

2.2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS

REGARDING TREATMENT/WATERPROOFING OF

ALL PENETRATIONS THROUGH THE NEW LINER.

3. CONTRACTOR SHALL STORE ALL WATER FEATURES

AND APPURTENANCES DURING CONSTRUCTION

ACTIVITIES, PRIOR TO REINSTALLATION. THESE

ITEMS INCLUDE BUT ARE NOT LIMITED TO AERATORS,

FOUNTAINS, FEED LINES AND CABLES.

3.1. CONTRACTOR SHALL FOLLOW MANUFACTURER'S

INSTRUCTIONS FOR WATER FEATURES REMOVAL

AND STORAGE PROCEDURES, AND PROVIDE A

SUBMITTAL TO THE COR FOR APPROVAL PRIOR

TO STORAGE.

4. A TEMPORARY BOULDER AND WATER FEATURES

STORAGE LOCATION SHALL BE APPROVED BY COR.

5. CONTRACTOR SHALL REMOVE ALL EXISTING

GUNITE/CONCRETE FROM EXISTING BOULDERS

PRIOR TO REINSTALLATION.

6. CONTRACTOR SHALL REPLACE THE INTAKE SCREEN

ON THE PUMP STATION INTAKE, SEE DETAIL F3/C-503.

ALL LAKE A WORK SHALL BE EXCLUDED

FROM THE BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE #2

No. 44593

PROFESSIONAL

I S

12" DIA SYCAMORE

12" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

16" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

16" DIA SYCAMORE

6" DIA PEPPER

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PINE

12" DIA SYCAMORE

6" DIA HACKBERRY

8" DIA HACKBERRY

6" DIA HACKBERRY

8" DIA HACKBERRY

12" DRAIN 1

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

15" STORM

DRAIN

WATERFALL

0 20 40

1 INCH = 20 FEET

ENLARGED DEMOLITION PLAN -

UPPER LAKE A

CD403

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 SEDIMENT AND EXISTING LINER TO CONTOURS

SHOWN, SEE SHEET C-406 FOR LAKE GRADING.

2. REMOVE EXISTING AQUATIC PLANTERS & GUNITE BANKS.

3. PRESERVE AND PROTECT EXISTING OUTLET STRUCTURE.

4. RELOCATE EXISTING BOULDERS, SEE SHEET C-406.

5. REMOVE, PRESERVE AND PROTECT EXISTING WATER

FEATURES AND APPURTENANCES, SEE GENERAL NOTES

THIS SHEET.

6. PRESERVE AND PROTECT EXISTING WATER FALL.

7. REMOVE, STORE AND REINSTALL WATER FALL AND

OUTLET STRUCTURE BOULDERS AS NECESSARY FOR

CONSTRUCTION ACTIVITIES.

KEYED NOTES

UPPER LAKE A

VICINITY MAP

NOT TO SCALE

AOI

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING TOP OF SEDIMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ALL LAKE A WORK SHALL BE EXCLUDED

FROM THE BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE #2

GENERAL NOTES:

1. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT MATERIAL

AT THE CEMETERY'S TOP SOIL MANUFACTURING FACILITY.

CONTRACTOR SHALL COORDINATE SPECIFIC LOCATION

WITH CEMETERY STAFF.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL

LINER PENETRATIONS.

2.1. CONTRACTOR SHALL INCORPORATE ALL

PENETRATIONS, INTAKES, OUTLETS, SPLASH PADS,

ETC. INTO THE NEW LINER

2.2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS

REGARDING TREATMENT/WATERPROOFING OF ALL

PENETRATIONS THROUGH THE NEW LINER.

3. CONTRACTOR SHALL STORE ALL WATER FEATURES AND

APPURTENANCES DURING CONSTRUCTION ACTIVITIES,

PRIOR TO REINSTALLATION. THE ITEMS INCLUDE BUT ARE

NOT LIMITED TO AERATORS, FOUNTAINS, FEED LINES AND

CABLES.

3.1. CONTRACTOR SHALL FOLLOW MANUFACTURER'S

RECOMMENDATIONS FOR WATER FEATURES REMOVAL

AND STORAGE PROCEDURES, AND PROVIDE A

SUBMITTAL TO THE COR FOR APPROVAL PRIOR TO

STORAGE.

4. A TEMPORARY BOULDER AND WATER FEATURES STORAGE

LOCATION SHALL BE APPROVED BY COR

5. CONTRACTOR SHALL REMOVE ALL EXISTING

GUNITE/CONCRETE FROM EXISTING BOULDERS PRIOR TO

REINSTALLATION.

No. 44593

PROFESSIONAL

I S

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA PEPPER

6" DIA PEPPER

8" DIA PEPPER

24" DIA PEPPER

36" DIA PEPPER

24" DIA PEPPER

12" DIA PEPPER

MULTI TRUNK PALM

BOULDER

LANDSCAPE BORDER

0 10 20

1 INCH = 10 FEET

ENLARGED DEMOLITION PLAN - UPPER &

LOWER POND

CD404

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 EXISTING SEDIMENT, DEBRIS, VEGETATION AND

POND LINER TO FINISHED GRADE, SEE SHEET C-407.

2. REMOVE AND RELOCATE EXISTING BOULDERS, SEE SHEET

C-407.

3. REMOVE EXISTING GUNITE BANK AND SHOALS IN ITS

ENTIRETY IN UPPER AND LOWER PONDS.

4. REMOVE EXISTING PALM TREES.

5. PRESERVE AND PROTECT EXISTING OUTFALL/WEIR.

6. PRESERVE AND PROTECT EXISTING GUNITE CANAL.

7. PRESERVE AND PROTECT EXISTING LANDSCAPING.

8. PRESERVE AND PROTECT EXISTING TREE.

KEYED NOTES

LOWER POND

UPPER POND

VICINITY MAP

NOT TO SCALE

AOI

GENERAL NOTES:

1. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT

MATERIAL AT THE CEMETERY'S TOP SOIL

MANUFACTURING FACILITY. CONTRACTOR SHALL

COORDINATE SPECIFIC LOCATION WITH CEMETERY

STAFF.

2. EXISTING BOULDERS REMOVED FROM THE BASE OF THE

WATERFALL SHALL BE REPLACED TO THEIR ORIGINAL

LOCATION AND SHALL BE APPROVED BY THE COR.

3. A TEMPORARY BOULDER STORAGE LOCATION SHALL BE

APPROVED BY COR.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

GUNITE/CONCRETE FROM EXISTING BOULDERS PRIOR

TO REINSTALLATION.

5. PRESERVE AND PROTECT ALL IRRIGATION

INFRASTRUCTURE

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING TOP OF SEDIMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PALM

12" DIA EUCALYPTUS

6" DIA SYCAMORE

24" DIA PALM

24" DIA EUCALYPTUS

8" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA STAGHORN SUMACS

BOULDER

BOULDERS

BOULDER

0 10 20

1 INCH = 10 FEET

ENLARGED DEMOLITION PLAN -

REFLECTIVE POOL

CD405

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 SEDIMENT FROM REFLECTIVE POOL AND CANAL.

2. PRESERVE AND PROTECT EXISTING OUTFALL.

3. PRESERVE AND PROTECT EXISTING GUNITE CANAL.

KEYED NOTES

REFLECTIVE

POOL

VICINITY MAP

NOT TO SCALE

AOI

GENERAL NOTES:

1. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT

MATERIAL AT THE CEMETERY'S TOP SOIL

MANUFACTURING FACILITY. CONTRACTOR SHALL

COORDINATE SPECIFIC LOCATION WITH CEMETERY STAFF.

2. AFTER SEDIMENT REMOVAL, IF ANY GUNITE IS FOUND TO

BE DAMAGED THE CONTRACTOR SHALL NOTIFY THE COR

OF DAMAGE AND THE COR SHALL MAKE A DETERMINATION

AS TO WETHER REPAIRS SHALL BE PERFORMED.

2.1. THIS WORK SHALL BE PERFORMED AS AN ADDITIONAL

SERVICE UPON AUTHORIZATION OF THE

CONTRACTING OFFICER.

2.2. ANY DAMAGED CAUSED BY THE CONTRACTOR DURING

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. PRESERVE AND PROTECT EXISTING GUNITE CANAL AND

BANKS.

4. CONTRACTOR TO UTILIZE THE EXISTING DRAIN LOCATED

AT THE BASE OF THE OUTFALL TO DRAIN THE REFLECTIVE

POOL, AND CONNECT TEMPORARY BYPASS PIPING TO

LAKE A.

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDER

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING TOP OF SEDIMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

24" DIA PALM

12" DIA PALM

24" DIA PALM

6" DIA HACKBERRY

12" DIA HACKBERRY

6" DIA HACKBERRY

12" DIA HACKBERRY

18" STORM DRAIN

NV= 1533.40'

12" DIA PINE

24" DIA PINE

12" DIA PINE

12" DIA HACKBERRY

12" DIA PINE

8" DIA PINE

12" DIA PINE

12" DIA HACKBERRY

18" STORM DRAIN

INV= 1530.70'

0 20 40

1 INCH = 20 FEET

ENLARGED DEMOLITION PLAN - CANAL AREA 1

CD406

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 AQUATIC PLANTER BANKS AND GUNITE

BOTTOM.

2. REMOVE EXISTING DAMAGED GUNITE CANAL FROM STA:

10+05 TO STA: 10+60

3. OVERLAY CANAL TO PROMOTE PROPER DRAINAGE FROM

STA: 0+00 TO 13+90. THE REMOVAL OF HIGH SPOTS MAY

BE REQUIRED, SEE SHEET C-408 AND DETAIL F4/C502.

4. RELOCATE EXISTING BOULDERS, SEE SHEET C-408.

5. PRESERVE AND PROTECT EXISTING STORM OUTLET

PIPES.

KEYED NOTES

VICINITY MAP

NOT TO SCALE

AOI

REMOVE AQUATIC PLANTER

REMOVE DAMAGED GUNITE

CANAL

LEGEND AND SYMBOLS

EXISTING STORM DRAIN

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

GENERAL NOTES:

1. APPROXIMATELY 10% OF CANAL BOTTOM MAY REQUIRE THE

REMOVAL OF LOCALIZED HIGH SPOTS PRIOR TO OVERLAY.

2. A TEMPORARY BOULDER STORAGE LOCATION SHALL BE

APPROVED BY RE/COR.

3. EXISTING IRRIGATION HEADS SHALL BE LOCATED AND

PROTECTED IN PLACE PRIOR TO DEMOLITION OPERATIONS.

ANY HEADS OR LATERAL LINES THAT ARE DAMAGED SHALL

BE REPLACED IN-KIND.

3.1. WHERE CANAL BANKS ARE BEING REL0CATED, THE

IRRIGATION HEADS SHALL BE REPLACED WITH ROTOR

SPRINKLER ASSEMBLIES, 4" POP-UP WITH STAINLESS

STEEL RISER, INTEGRATED CHECK VALVE AND NON

POTABLE PURPLE COVER. CONFIGURATION (FULL OR

PART CIRCLE) AND NOZZLES SHALL MATCH EXISTING.

3.2. INSTALL PER DETAIL F1/LI501. LATERAL PIPE SHALL BE

SCHEDULE 40 SOLVENT WELD PVC. DEPTH OF BURY TO

MATCH EXISTING.

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA PINE

LANDSCAPE BORDER

0 10 20

1 INCH = 10 FEET

ENLARGED DEMOLITION PLAN - CANAL AREA 2

CD407

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 GUNITE CANAL FROM STA: 0+00 TO 00+81 AND

STA: 1+40 TO 1+52.

2. REMOVE DAMAGED GUNITE AT INLET AND OUTLET.

3. PRESERVE AND PROTECT EXISTING BOULDERS.

KEYED NOTES

VICINITY MAP

NOT TO SCALE

AOI

LEGEND AND SYMBOLS

EXISTING STORM PIPE

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

7/02/2021

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA STAGHORN SUMACS

8" DIA SYCAMORE

0 10 20

1 INCH = 10 FEET

ENLARGED DEMOLITION PLAN - CANAL AREA 3

CD408

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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 GUNITE CANAL FROM STA: 0+00 TO 1+55.

2. PRESERVE AND PROTECT OUTFALL.

KEYED NOTES

VICINITY MAP

NOT TO SCALE

AOI

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

EXISTING GRAVEL DRIVE

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING CENTERLINE

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

12" DIA PINE

16" DIA PINE

12" DIA PEPPER

36" DIA PEPPER

12" DIA PEPPER

34" DIA PEPPER

12" DIA PEPPER

36" DIA PEPPER

8" DIA PEPPER

12" DIA PEPPER

18" DIA PEPPER

8" DIA PEPPER

12" DIA SYCAMORE

6" DIA PEPPER

8" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA PEPPER

6" DIA PEPPER

8" DIA PEPPER

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

12" DIA PEPPER

8" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

36" DIA PEPPER

16" DIA PEPPER

12" DIA PEPPER

24" DIA PEPPER

36" DIA PEPPER

24" DIA PEPPER

16" DIA PEPPER

32" DIA PEPPER

16" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

16" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

16" DIA SYCAMORE

6" DIA PEPPER

8" DIA SYCAMORE

24" DIA PEPPER

12" DIA PEPPER

24" DIA PEPPER

6" DIA PEPPER

12" DIA PINE

24" DIA PINE

12" DIA PINE

24" DIA PEPPER

24" DIA PINE

12" DIA PINE

24" DIA PINE

36" DIA PINE

12" DIA PINE

12" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PINE

12" DIA SYCAMORE

16" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

24" DIA PALM

12" DIA PALM

24" DIA PALM

12" DIA PALM

24" DIA PALM

12" DIA PINE

24" DIA PINE

12" DIA PINE

8" DIA PINE

12" DIA PINE

12" DIA EUCALYPTUS

12" DIA PINE

24" DIA PINE

24" DIA EUCALYPTUS

12" DIA PINE

16" DIA PEPPER

24" DIA PEPPER

12" DIA PEPPER

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

8" DIA SYCAMORE

12" DIA SYCAMORE

8" DIA SYCAMORE

6" DIA SYCAMORE

36" DIA PALM

24" DIA PALM

12" DIA EUCALYPTUS

6" DIA SYCAMORE

24" DIA PALM

24" DIA EUCALYPTUS

8" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA STAGHORN SUMACS

24" DIA PINE

6" DIA HACKBERRY

8" DIA HACKBERRY

6" DIA HACKBERRY

8" DIA HACKBERRY

8" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

8" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

6" DIA STAGHORN SUMACS

12" DIA STAGHORN SUMACS

12" DIA HACKBERRY

6" DIA HACKBERRY

12" DIA HACKBERRY

6" DIA HACKBERRY

12" DIA HACKBERRY

12" DIA SYCAMORE

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA PINE

16" DIA PINE

24" DIA EUCALYPTUS

12" DIA STAGHORN SUMACS

8" DIA SYCAMORE

6" DIA SYCAMORE

16" DIA SYCAMORE

24" DIA SYCAMORE

12" DIA STAGHORN SUMACS

8" DIA SYCAMORE

16" DIA PEPPER

6" DIA SYCAMORE

12" DIA SYCAMORE

6" DIA SYCAMORE

12" DIA PINE

24" DIA PINE

12" DIA PINE

16" DIA PINE

18" DIA PINE

BOULDER

BOULDERS

BOULDER

18" STORM DRAIN

NV= 1533.40'

18" STORM DRAIN

INV= 1530.70'

LANDSCAPE BORDER

12" DRAIN

PUMP STATION

INTAKE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

WATER

FEATURE

15" STORM

DRAIN

15" STORM

DRAIN

EGRESS ROAD PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

X X

OVERALL SITE, GRADING &

DRAINAGE PLAN - CEMETERY

C-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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

0 150 300

1 INCH = 150 FEET

ROAD TO PUMP STATION A

INTERSECTION IMPROVEMENTS

SHEET C-401 & C-404

ORNAMENTAL FENCING

SHEET C-402

PUMP STATION A

SHEET MS101

PUMP STATION B

SHEET MS102

EGRESS ROAD & FENCING

SHEET C-401 & C-403

CANAL AREA 2

SHEET C-409

CANAL AREA 3

SHEET C-410

CANAL AREA 1

SHEET C-408

UPPER & LOWER POND

SHEET C-407

UPPER LAKE

SHEET C-406

LOWER LAKE

SHEET C-405

WASTE WATER TREATMENT PLANT

SHEET C-102

No. 44593

PROFESSIONAL

I S

7/02/2021

FRONT ENTRY IMPROVEMENTS

SEE LANDSCAPE PLANS

X X X

X X

6 1

OVERALL GRADING PLAN - WASTE

WATER TREATMENT PLANT

C-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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. ALL GRADED SLOPES ARE NOT TO EXCEED A

5:1 SLOPE .

2. MATCH EXISTING GRADE WHERE CONCRETE

VAULTS WERE REMOVED.

KEYED NOTES

0 20 40

1 INCH = 20 FEET

EXISTING ASPHALT ROAD

MINOR CONTOUR

MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND AND SYMBOLS

EXISTING GUNNITE BANK

EXISTING GRAVEL DRIVE

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

EXISTING IRRIGATION VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION HEAD

EXISTING TOP OF SEDIMENT

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

7/02/2021

GENERAL NOTES:

1. CONTRACTOR SHALL USE ON SITE SPOILS AS FILL

MATERIAL.

2. CONTRACTOR TO COORDINATE WITH CEMETERY

STAFF WHICH SPOILS ARE TO BE USED.

3. SPOILS AREA LOCATED NEAR TOP SOIL PRODUCTION

PLANT APPROXIMATELY 0.75 MILES (ONE WAY) AWAY.

18" DIA PINE

R=10.00'

R=15.00'

R=35.00'

12" DIA EUCALYPTUS

12" DIA PINE

R=35.00'

0 10 20

1 INCH = 10 FEET

ENLARGED SITE PLAN - EGRESS ROAD

& ROAD TO PUMP STATION A

INTERSECTION IMPROVEMENTS

C-401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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. ASPHALT PAVING, SEE DETAIL E6 AND F6 THIS SHEET.

2. 16" CONCRETE RIBBON CURB, SEE DETAIL B6/C-501.

3. RELOCATED TRASH RECEPTACLE. CONTRACTOR TO

FIELD VERIFY IRRIGATION HEAD LOCATION AND

ADJUST RECEPTACLE LOCATION AS NEEDED TO A

LOCATION APPROVED BY THE NCA.

4. REPLACED IRRIGATION BOX AND ALL ASSOCIATED

VALVES, WIRING AND PIPING AS REQUIRED.

5. RELOCATED ROAD SIGN.

6. PROPOSED ORNAMENTAL FENCING, SEE SHEET C-402.

7. RELOCATE AND REPLACE EXISTING IRRIGATION

ROTOR HEAD INCLUDING RISER, SWING JOINT AND

LATERAL PIPING AS NEEDED PER DETAIL C8/LI501.CUT

AND SOLVENT WELD CAP AT TERMINATION OF ANY

SECTIONS OF LATERAL LINE TO REMAIN.

8. RELOCATED BOULDER, INSTALL PER DETAIL F5/LP501.

9. INSTALL NEW 4" PVC MAIN LINE WITH DUCTILE IRON

FITTINGS AND JOINT RESTRAINTS. INSTALL PER

SPECIFICATION 32 84 00.

10. ASPHALT PAVING TO EXTEND TO THE EXISTING

FRONTAGE ROAD PAVING.

11. CUT EXISTING IRRIGATION MAINLINE AS NEEDED TO

RELOCATE SECTION TO BE OUTSIDE OF PAVED AREA

AS SHOWN. SEE KEYED NOTE #9

KEYED NOTES

LEGEND AND SYMBOLS

10.34'

13.00'

ASPHALT PAVING

CONCRETE CURB

EXISTING GRAVEL DRIVE

EXISTING ROCK BORDER

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

CENTERLINE

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

ASPHALT DRIVE

RIBBON CURB

FENCING

10.34'

2% MINIMUM SLOPE

16" CONCRETE CURBING,

SEE SHEET B6/C-501

6" CLASS II CRUSHED AGGREGATE BASE (

INCH MAXIMUM) IN CALTRANS

STANDARD SPECIFICATIONS, LATEST EDITION, SECTIONS 25 THROUGH 29.

COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY.

1" COMPACTED ASPHALT

SURFACE COURSE

2" COMPACTED ASPHALT

BINDER COURSE

SUBGRADE TO BE SCARIFIED, MOISTURE

CONDITIONED, AND COMPACTED TO A

MINIMUM DEPTH OF 6 INCHES TO 95% OF

STANDARD PROCTOR MAXIMUM DRY

DENSITY.

1.33'1.33'

VARIES

SLOPE VARIES SEE SHEET C-404

16" CONCRETE CURBING,

SEE SHEET B6/C-501

1" ASPHALT SURFACE COURSE

2" ASPHALT BINDER COURSE

1.33'

TACK COAT BETWEEN

SURFACE AND BINDER COURSE

PRIME COAT BETWEEN BINDER

COURSE & GAB

TACK COAT BETWEEN

SURFACE AND BINDER COURSE

PRIME COAT BETWEEN BINDER

COURSE & GAB

NOTE:

ALL ASPHALT COURSES SHALL BE

COMPACTED TO A MINIMUM OF 96%

BULK DENSITY OF THE MIXTURE.

RELOCATED IRRIGATION VALVE

RELOCATED IRRIGATION BOX

RELOCATED IRRIGATION HEAD

6" CLASS II CRUSHED AGGREGATE BASE (

INCH MAXIMUM) IN CALTRANS

STANDARD SPECIFICATIONS, LATEST EDITION, SECTIONS 25 THROUGH 29.

COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY.

SUBGRADE TO BE SCARIFIED, MOISTURE

CONDITIONED, AND COMPACTED TO A

MINIMUM DEPTH OF 10 INCHES TO 95% OF

STANDARD PROCTOR MAXIMUM DRY

DENSITY.

NOTE:

ALL ASPHALT COURSES SHALL BE

COMPACTED TO A MINIMUM OF 96%

BULK DENSITY OF THE MIXTURE.

GENERAL NOTES:

1. ALL IRRIGATION HEADS IMPACTED BY CONSTRUCTION

OF NEW IMPROVEMENTS SHALL BE REPLACED PER

DETAIL C8/LI501 AND RELOCATED TO THE NEW EDGE

OF PAVING.

VICINITY MAP

NOT TO SCALE

AOI

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

7/02/2021

24" DIA EUCALYPTUS

APPROX. 53'

16.0

24" DIA EUCALYPTUS

1. END OF EXISTING AND BEGINNING OF NEW

ORNAMENTAL FENCE. CONNECT / WELD

NEW ORNAMENTAL FENCE TO THE EXISTING

ORNAMENTAL FENCE POST TO MATCH

EXISTING POST CONNECTIONS.

2. NEW ORNAMENTAL FENCE, SEE B4/C-505.

GALVANIZE AND POWDER COAT TO MATCH

EXISTING.

3. NOT USED.

4. NEW 16' WIDE VEHICULAR GATE, SEE

B4B/C-505. GALVANIZE AND POWDER COAT

TO MATCH EXISTING.

5. TERMINATE NEW ORNAMENTAL FENCE AT

THE NEAREST CHAIN LINK FENCE POST. SEE

DETAIL F5/C-505.

6. EXISTING CHAIN LINK FENCE.

7. PROVIDE 12"X12"X12" CONCRETE PAD WITH

SLEEVES FOR CANE BOLTS TO ALLOW

FENCE TO BE LOCKED OPEN.

10. EXISTING 4" IRRIGATION MAIN LINE WITH

ABOVE GROUND CONTROL WIRE.

11.

12. REPLACE EXISTING 24-VOLT ABOVE GROUND

CONTROL WIRE WITH NEW WIRE AND

INSTALL IN CONDUIT ADJACENT TO THE

EXISTING 4" MAIN.

13.

KEYED NOTES

0 10 20

1 INCH = 10 FEET

ENLARGED SITE PLAN -

ORNAMENTAL FENCING PLAN

C-402

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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

VICINITY MAP

NOT TO SCALE

AOI

LEGEND AND SYMBOLS

ASPHALT PAVING

CONCRETE CURB

EXISTING GRAVEL DRIVE

EXISTING ROCK BORDER

EXISTING SIDEWALK

EXISTING CANAL

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING TREE

EXISTING WALL

EXISTING CATCH BASIN

CENTERLINE

EXISTING BOULDERS

EXISTING UTILITY MANHOLE

EXISTING LANDSCAPE BORDER

ASPHALT DRIVE

RIBBON CURB

FENCING

RELOCATED IRRIGATION VALVE

RELOCATED IRRIGATION BOX

RELOCATED IRRIGATION HEAD

GENERAL NOTES:

1. SPRINKLER ASSEMBLIES SHALL BE 4" POP-UP,

PART CIRCLE CONFIGURATION WITH STAINLESS

STEEL RISER, INTEGRATED CHECK VALVE,

NON-POTABLE PURPLE COVER, AND NOZZLES

TO MATCH EXISTING. INSTALL PER DETAIL

C8/LI501.

2. 24-VOLT IRRIGATION CONTROL WIRES (1

COMMON AND 1 CONTROL WIRE) SHALL BE

INSTALLED IN SCH. 80 PVC CONDUIT FROM

LOCATION OF NEW VALVE TO NEAREST REMOTE

CONTROL VALVE BOX TO THE EAST WITH A

MINIMUM OF 18" OF COVER.

3. SPLICE NEW CONTROL WIRE TO EXISTING

CONTROL WIRE USING WATERPROOF WIRE

SPLICES PER DETAIL F5/LI501.

ALL WORK ON THIS SHEET SHALL BE

INCLUDED IN THE BASE BID.

No. 44593

PROFESSIONAL

I S

7/02/2021

REMOVE EXISTING SPRINKLER HEADS, RISERS

AND SWING JOINTS AND ABANDON EXISTING

LATER LINES IN PLACE UNLESS REMOVAL IS

REQUIRED FOR INSTALLATION OF NEW VALVES,

HEADS, CONTROL WIRE CONDUIT OR LATERAL

LINES

INSTALL NEW 2" REMOTE CONTROL VALVE

ASSEMBLY ON EXISTING SERVICE TEE PER

DETAIL D5/LI501. VALVE SHALL BE CAST IRON

AND BRONZE BODY, EPOXY COATED,

PRESSURE REDUCING 24-VOLT SOLENOID

VALVE INSIDE OF POLYMER CONCRETE

TRAFFIC RATED VALVE BOX.

RELOCATE AND REPLACE SPRINKLER HEADS,

RISERS AND SWING JOINTS AND INSTALL NEW

LATERAL LINES INSIDE OF FENCE AS SHOWN,

SEE KEYED NOTE 14. ADJUST SPRAY RADII AS

REQUIRED TO COVER ALL GRASS AND AVOID

AS MUCH OVERSPRAY ON GRAVEL AS POSSIBLE

REMOVE EXISTING REMOTE CONTROL VALVE

AND ASSOCIATED PIPING TO SERVICE TEE. SEE

KEYED NOTE 13.

14 TYP.

INSTALL NEW IRRIGATION LATERAL PIPING PER

IRRIGATION LEGEND ON SHEET LI401. LATERAL

SIZES SHALL BE AS INDICATED ON THE PLAN.

14.

BLENDED GRAVEL MULCH, SEE LP401 PLANTING

NOTE B.

15.

INSTALL RECLAIMED BOULDERS.16.

12" DIA EUCALYPTUS

18" DIA PINE

1545.45

1544.67

1545.30

1544.93

1545.55

1545.35

1545.18

1545.50

S T

A :1

C D

C L

HP: 1+28.60

P T

P C

P T

: 1

P I: 1

EGRESS ROAD PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00 1+00

PVI STA:0+28.56

PVI ELEV:1545.13

K:99.52

LVC:25.00

HP ELEV:1545.23

HP STA:0+41.06

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA:1+31.01

PVI ELEV:1545.90

K:16.81

LVC:30.00

HP ELEV:1545.84

HP STA:1+28.60

B V

C S

B V

C E

E V

C S

E V

C E

N T

E R

L I N

E D

A V

I N

E D

A V

I N

C E

N T

E R

L I N

S T

0 10 20

1 INCH = 10 FEET

ENLARGED GRADING PLAN &

ROADWAY PROFILE - EGRESS

ROAD

C-403

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

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…

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