About this file

This pre-solicitation notice announces the Department of Veterans Affairs' intent to issue a solicitation for renovations to the irrigation system and roads at Biloxi National Cemetery. The solicitation will utilize an invitation for bid process with electronic bid delivery and telephonic bid opening.

The scope of work includes replacement of all irrigation components downstream of the existing well and pump, installation of a new variable frequency device for the irrigation pump, and roads renovations in specified areas. The project will be conducted in phases with a performance period of 360 calendar days. The solicitation is set aside for service-disabled veteran-owned small businesses and has an estimated value between $2-5 million. Responses are due on or around July 9, 2020 unless otherwise amended. Only verified SDVOSBs listed on Vendor Information Pages will be considered for award.

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G-000

OVERALL COVERSHEET

SHEET INDEX - VOLUME I

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

DEPARTMENT OF VETERANS AFFAIRS

BILOXI NATIONAL CEMETERY

IRRIGATION REPLACEMENT - VOLUME I

NCA PROJECT NO. 832CM3032

RECONSTRUCT ROADS AND INSTALL CURBS - VOLUME II

NCA PROJECT NO. 832IC3033

400 VETERANS AVE, BILOXI, MS 39531

V-001 OVERALL SITE SURVEY PLAN

V-103

FITZTM

ARCHITECT / ENGINEER CONSULTANT ENGINEER

VALI COOPER INTERNATIONAL, LLC MRWM LANDSCAPE ARCHITECTS

COVIGTON,LA 70433 ALBUQUERQUE, NM 87102

CONTACT: RICH ENDRISS CONTACT: BRIAN VERARDO

RICH@VALIINT.COM BVERARDO@WRMWLA.COM

504-378-7384 505-268-2266

SITE OWNER LAND SURVEYOR

VA NCA BROWN AND ROOT

CONTACT: STEVE DAVIS STREET ROSE, LA 70087

STEVE.DAVIS@VA.GOV BYRON.ONCALE@BROWNANDROOT.COM

202-632-4833 504-904-8633

PROJECT TEAM

V-101

2 G-002 OVERALL IRRIGATION PHASING PLAN

V-102

V-1048 V-1059

LI001 IRRIGATION PLAN

LI101 IRRIGATION PLAN

LI102 IRRIGATION PLAN

LI103 IRRIGATION PLAN21

LP101 PLANTING PLAN

LI104 IRRIGATION PLAN

LI105 IRRIGATION PLAN

LI106 IRRIGATION PLAN

LI501 IRRIGATION DETAILS 1

LI502 IRRIGATION DETAILS 2

LI503 IRRIGATION DETAILS 3

TOPOGRAPHIC SURVEY & UTILITIES PLAN

V-10610

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

D-101 IRRIGATION DEMOLITION PLAN

D-102 D-103

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

D-001 OVERALL IRRIGATION DEMOLITION PLAN11

D-104 D-105 D-106

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN & DETAILS

LI504 IRRIGATION DETAILS 4

G-101 CONSTRUCTION STAGING AREAS & SIGNAGE

Project Numbers

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

IRRIGATION REPLACEMENT &

RECONSTRUCT ROADS AND

INSTALL CURBS

BILOXI, MS

832CM3032

832IC3033

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 1

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SHEET INDEX - VOLUME II

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

V-107 V-108

PLAN & SECTION (BASELINE A) STATION 17+00 TO STATION 23+50

4 V-109 5 V-110 6 V-111 7 V-112 8 V-113 9 V-114 10 V-115 11 V-116 12 V-117

V-12015 V-12116 V-122

13 V-118

PLAN & SECTION (BASELINE A) STATION 24+00 TO STATION 27+00

PLAN & SECTION (BASELINE B) STATION 40+00 TO STATION 47+00

PLAN & SECTION (BASELINE B) STATION 47+50 TO STATION 55+50

OVERALL SITE PLAN (SURVEY)

PLAN & PROFILE (BASELINE A) STATION 10+0 TO STATION 16+50

V-123 V-124

V-125

V-127

V-128

C-101

C-102

C-103 C-104

ROAD RENOVATION SECTIONS AND DETAILS

C-105 C-106

C-501

PLAN & PROFILE (BASELINE A) STATION 17+0 TO STATION 23+50

PLAN & PROFILE (BASELINE A) STATION 24+0 TO STATION 27+00

PLAN & PROFILE (BASELINE B) STATION 40+0 TO STATION 47+00

PLAN & PROFILE (BASELINE B) STATION 47+50 TO STATION 55+50

PLAN & PROFILE (BASELINE C) STATION 60+00 TO STATION 64+09.49

PLAN & PROFILE (BASELINE D) STATION 80+00 TO STATION 84+50

PLAN & PROFILE (BASELINE D) STATION 85+00 TO STATION 89+00

PLAN & PROFILE BASELINE E & BASELINE F

PLAN & PROFILE (BASELINE G) STATION 140+00 TO STATION 145+87.5

PLAN & PROFILE (BASELINE H) STATION 160+00 TO STATION 165+00

ROAD CROSS SECTIONS BASELINE A

ROAD CROSS SECTIONS BASELINE A

ROAD CROSS SECTIONS BASELINE B

ROAD CROSS SECTIONS BASELINE C

ROAD CROSS SECTIONS BASELINE D

ROAD CROSS SECTIONS BASELINES E & F

ROAD CROSS SECTIONS BASELINE G

ROAD CROSS SECTIONS BASELINE H

V-119 MAINTENANCE BUILDING AREA CROSS SECTIONS

PURPOSE

GENERAL

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

SURVEY

RENOVATION

RENOVATION

RENOVATION

RENOVATION

RENOVATION

DEMOLITION PLAND-101 DEMO

ROAD RENOVATION OVERALL SITE PLANRENOVATION

RENOVATION PLAN & SECTION (BASELINE A) STATION 10+00 TO STATION 16+50

GRADING AND DRAINAGE PLAN

C-401 RENOVATION

GRADING AND DRAINAGE PLAN

C-402 RENOVATION

EROSION AND SEDIMENT CONTROL DETAILSC-502 RENOVATION

PLAN & SECTION (BASELINE D) STATION 85+00 TO STATION 89+00

PLAN & SECTION (BASELINE G) STATION 140+00 TO STATION 145+87.5

PLAN & SECTION (BASELINE H) STATION 160+00 TO STATION 165+00

EROSION AND SEDIMENT CONTROL PLAN

C-107 C-108 C-109 C-110 C-111 C-112

RENOVATION

RENOVATION

RENOVATION

RENOVATION

PLAN & SECTION (BASELINE C) STATION 60+00 TO STATION 64+09.49RENOVATION

RENOVATION PLAN & SECTION (BASELINE D) STATION 80+00 TO STATION 84+50

D-102 DEMO

D-103 DEMO

D-104 DEMO

D-105 DEMO

D-106 DEMO

D-107 DEMO

D-108 DEMO

D-109 DEMO

D-110 DEMO

D-111 DEMO

DEMOLITION PLAN (BASELINE A) STATION 17+00 TO STATION 23+50

DEMOLITION PLAN (BASELINE A) STATION 24+00 TO STATION 27+00

DEMOLITION PLAN (BASELINE B) STATION 40+00 TO STATION 47+00

DEMOLITION PLAN (BASELINE B) STATION 47+50 TO STATION 55+50

DEMOLITION PLAN (BASELINE A) STATION 10+00 TO STATION 16+50

DEMOLITION PLAN (BASELINE D) STATION 85+00 TO STATION 89+00

DEMOLITION PLAN (BASELINE G) STATION 140+00 TO STATION 145+87.5

DEMOLITION PLAN(BASELINE H) STATION 160+00 TO STATION 165+00

DEMOLITION PLAN (BASELINE C) STATION 60+00 TO STATION 64+09.49

DEMOLITION PLAN (BASELINE D) STATION 80+00 TO STATION 84+50

* NOTE: SHEET V-126 WAS NOT USED.

THE WORK ELEMENTS OF THIS PROCUREMENT INCLUDE THE EFFORTS TO REPLACE THE IRRIGATION SYSTEM AND RENOVATE THE EXISTING ROADS ON THE BILOXI NATIONAL CEMETERY IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS IDENTIFIED AS VOLUME I - IRRIGATION REPLACEMENT AND VOLUME II - RENOVATE ROADS AND CURBS. TWO ADDITIVE BIDS ARE INCLUDED IN VOLUME II; REFER TO

SHEETS D-101 AND C-101 FOR DETAILS.

THE INTENT IS FOR THE WORK REQUIRED BY VOLUMES I & II TO BE COMPLETED UNDER ONE CONTRACT WITH DETAILED COORDINATION TO MINIMIZE IMPACTS TO CEMETERY OPERATIONS WHILE ACHIEVING

THE PHASING REQUIREMENTS LISTED IN BOTH VOLUMES.

THE PHASING REQUIREMENT OF VOLUME II ARE PRIMARY REQUIREMENTS AND CAN, IF NECESSARY, TAKE PRECEDENCE OVER THE REQUIREMENTS OF VOLUME I. THE PURPOSE OF THE DETAILED

COORDINATION IS TO SYNCHRONIZE THE ROAD AND IRRIGATION WORK TO MAINTAIN CEMETERY

OPERATIONS WHILE REPLACING THE IRRIGATION SYSTEM USING AN UPSTREAM TO DOWNSTREAM

COMPONENT APPROACH THAT MINIMIZES THE POTENTIAL FOR DEBRIS TO FOUL NEWLY REPLACED

DOWNSTREAM IRRIGATION COMPONENTS.

THE CONTRACTOR IS REQUIRED TO PROVIDE A CONSTRUCTION SEQUENCE OF OPERATIONS PHASING PLAN FOR VA APPROVAL THAT CLEARLY ILLUSTRATES HOW THEY WILL ACHIEVE THE INTENT DESCRIBED

ABOVE.

THE CONTRACTOR IS REQUIRED TO PROVIDE ONE SUBMITTAL REGISTER FOR THE PROJECT THAT

CONSOLIDATES REQUIREMENTS FOR BOTH VOLUME I AND VOLUME II. GENERAL REQUIREMENTS

SHOULD ONLY BE COVERED ONCE.

GENERAL REQUIREMENTS THAT ARE COMMON BETWEEN THE VOLUME 1 AND VOLUME 2 (E.G. GENERAL

SUPERINTENDENT) SHOULD BE INCLUDED IN CLIN 001.

GENERAL REQUIREMENTS THAT ARE COMMON FOR VOLUME 2 BASE BID AND ADDITIVE - 1 AND 2 (E.G.

EQUIPMENT MOBILIZATION/DEMOBILIZATION, TRAFFIC CONTROL DEVICES) SHOULD BE INCLUDED IN

CLIN002.

COMBINED PROJECT PHASING NOTES

G-001

COVERSHEET

SHEET INDEX

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

DEPARTMENT OF VETERANS AFFAIRS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

NCA PROJECT NO. 832CM3032

400 VETERANS AVE, BILOXI, MS 39531

V-001 OVERALL SITE SURVEY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

V-103

SSTM

ARCHITECT / ENGINEER CONSULTANT ENGINEER

VALI COOPER INTERNATIONAL, LLC MRWM LANDSCAPE ARCHITECTS

COVIGTON,LA 70433 ALBUQUERQUE, NM 87102

CONTACT: RICH ENDRISS CONTACT: BRIAN VERARDO

RICH@VALIINT.COM BVERARDO@WRMWLA.COM

504-378-7384 505-268-2266

SITE OWNER LAND SURVEYOR

VA NCA BROWN AND ROOT

CONTACT: STEVE DAVIS STREET ROSE, LA 70087

STEVE.DAVIS@VA.GOV BYRON.ONCALE@BROWNANDROOT.COM

202-632-4833 504-904-8633

PROJECT TEAM

V-101

2 G-002 OVERALL IRRIGATION PHASING PLAN

V-102

V-1048 V-1059

LI001 IRRIGATION PLAN

LI101 IRRIGATION PLAN

LI102 IRRIGATION PLAN

LI103 IRRIGATION PLAN21

LP101 PLANTING PLAN

AERIAL MAP N.T.S.

LI104 IRRIGATION PLAN

LI105 IRRIGATION PLAN

LI106 IRRIGATION PLAN

LI501 IRRIGATION DETAILS 1

LI502 IRRIGATION DETAILS 2

LI503 IRRIGATION DETAILS 3

TOPOGRAPHIC SURVEY & UTILITIES PLAN

V-10610

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

TOPOGRAPHIC SURVEY & UTILITIES PLAN

D-101 IRRIGATION DEMOLITION PLAN

D-102 D-103

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

D-001 OVERALL IRRIGATION DEMOLITION PLAN11

D-104 D-105 D-106

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

IRRIGATION DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN & DETAILS

CODE OF CONDUCT

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OR OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END

OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE PERSONAL

ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS. ALL EFFORT WILL BE MADE

TO MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY BROWN & ROOT SURVEYORS

DATED NOV. 2019. THE GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. ALL ELEVATIONS ARE NAVD 88 VERTICAL DATUM BASED ON GPS OBSERVATION.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS

OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE CO/COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY

REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, WITHIN LIMITS OF DEMOLITION

AND PROPOSED WORK. THIS INCLUDES STAGING AREA AND LAYDOWN AREAS.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH

AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

11. MATERIAL QUANTITIES ARE ESTIMATED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL QUANTITIES OF REPAIRED OR REPLACED MATERIALS.

12. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS

OF ANY WORKMAN ON SITE.

GENERAL NOTES

13. ACTIVITIES PERFORMED ON THIS PROJECT MUST COMPLY WITH THE REQUIREMENTS OF LOUISIANA DEPARTMENT OF

ENVIRONMENTAL QUALITY CONSTRUCTION GENERAL PERMIT.

LI504 IRRIGATION DETAILS 4

G-101 CONSTRUCTION STAGING AREAS & SIGNAGE

SEC

GG

SEC

GG

SEC

J

SEC

D

SEC

L

SEC

L

SEC

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17A

SEC

17A

SEC

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SEC

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SEC

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DD

SEC

DD

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DD

SEC

DD

SEC

DD

SEC

CC

SEC

CC

SEC

CC

SEC

CC

SEC

CC

SEC

CC

SEC

CC SEC

BB

SEC

BB

SEC

BBSEC

BB

SEC

SEC

SEC

SEC

SEC

AA

SEC

AA

SEC

AA

SEC

AA

SEC

FF

SEC

FSEC

F

SEC

GG

SEC

GG

SEC

GG

SEC

G

SEC

C

SEC

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SEC

18A

SEC

18A

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19A

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19A

SEC

20A

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20A

SEC

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K

SEC

K

SEC

Z

SEC

Z

SEC

SEC 61

SEC

61SEC

64SEC

SEC

SEC

SEC

65SEC

SEC

DD

SEC

A

SEC

A

SEC

E

SEC

B

SEC

B

SEC

B

SEC

B

SEC

GG

SEC

GG

SEC

II

SEC

II

SEC

II

SEC

HH

SEC

HH

SEC

HH

SEC

HH

SEC

KK

SEC

KK

SEC

KK SEC JJ

SEC

KK

SEC

FF

SEC

FF

SEC

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SEC

EE

SEC

EE

SEC

EE

SEC

13B

SEC

13B

SEC

13A

SEC

13A

SEC

13A

SEC

13A

SEC

SEC

SEC

SEC

SEC

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SEC

SEC

SEC

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9SEC

MA

SEC

9A

SEC

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MA

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9A

SEC

5B

SEC

5B

SEC

5A

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5A

SEC

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1A

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1A

SEC

1B

SEC

1B

SEC

J

SEC

JSEC

J

SEC

D

SEC

D

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D

SEC

H

SEC

H

SEC

E

SEC

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SEC

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SEC

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60SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

53SEC

SEC

SEC

SEC

NOT A PART OF THIS SURVEY

VE

TE

RA

NS

A

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NU

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LI

MI

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CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

ASPHALT ROADWAY

ASPHALT ROADWAY

LIM

IT

OF

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AL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

OVERALL IRRIGATION

PHASING PLAN

N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

E.

8,4

.00

E.

8,6

.00

E.

8,8

.00

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.00

E.

9,2

.00

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.00

E.

9,6

.00

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9,8

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.00

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8,8

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.00

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.00

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SEE DWG. D-103 & LI103 SEE DWG. D-104 & LI104

SEE DWG. D-105 & LI105 SEE DWG. D-106 & LI106

G-002

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CONSTRUCTION SEQUENCING LEGEND

AutoCAD SHX Text PHASE 1 MAINLINE CONSTRUCTION: INSTALL NEW DECODER CONTROLLER AT PUMP HOUSE INSTALL TEE AT EXISTING POINT OF CONNECTION INSTALL NEW POINT OF CONNECTION ASSEMBLY DOWNSTREAM OF TEE INSTALL MAIN LINE INSTALL ISOLATION VALVES INSTALL DECODER WIRE INSTALL REMOTE CONTROL VALVE ASSEMBLIES CONNECT EXISTING VALVES IN NEW CONSTRUCTION AREA TO NEW MAIN LINE FINISH TRENCHES WITH SOD PHASE 2 LATERAL ZONES CONSTRUCTION: DEMO/REMOVE EXISTING IRRIGATION SYSTEM COMPONENTS INSTALL FLOWER WATER STATIONS INSTALL ALL LATERALS INSTALL ALL HEADS FINISH TRENCHES WITH SOD PHASE 3 MAINLINE CONSTRUCTION: INSTALL MAIN LINE INSTALL ISOLATION VALVES INSTALL DECODER WIRE INSTALL REMOTE CONTROL VALVE ASSEMBLIES CONNECT EXISTING VALVES IN NEW CONSTRUCTION AREA TO NEW MAIN LINE FINISH TRENCHES WITH SOD PHASE 4 CONSTRUCTION: DEMO/REMOVE EXISTING IRRIGATION SYSTEM COMPONENTS INSTALL FLOWER WATER STATIONS INSTALL ALL LATERALS INSTALL ALL HEADS FINISH TRENCHES WITH SOD DEMO/REMOVE EXISTING IRRIGATION CONTROLLERS AT PUMP HOUSE & ADMIN BUILDING

AutoCAD SHX Text THE FOLLOWING CONSTRUCTION SEQUENCING IS CONCEPTUAL. THE INTENT IS TO MINIMIZE THE DOWNSTREAM IMPACT OF FOREIGN OBJECTS OR DEBRIS ENTERING THE NEW IRRIGATION SYSTEM. ACTUAL PHASING WILL BE DETERMINED BY THE CONTRACTOR IN COORDINATION WITH THE VOLUME II ROADS PROJECT TO MINIMIZE DISRUPTION TO CEMETERY OPERATIONS.

AutoCAD SHX Text AREAS OF RECENT CONSTRUCTION - REFERENCE DEMOLITION AND IRRIGATION PLANS. EXISTING IRRIGATION MAINLINE TO BE ABANDONED OR REMOVED - REFERENCE DEMOLITION PLANS. EXISTING IRRIGATION MAINLINE TO REMAIN - REFERENCE IRRIGATION PLANS. - REFERENCE IRRIGATION PLANS. NEW 8" PVC IRRIGATION MAINLINE - REFERENCE IRRIGATION PLANS.

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

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SCALE: 1"=30'-0"

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OVERALL IRRIGATION PHASING PLAN

AutoCAD SHX Text F1

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AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

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Project Director

CONSTRUCTION STAGING

AREAS & SIGNAGE

PT CK

LEGEND

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

F3 1" = 30'-0"

CONSTRUCTION

STAGING AREA & SIGNAGE

C8 N.T.S.

PROJECT SIGN

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK

ENAMEL

2" X 4" FRAME AND

BRACES IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE HELVETICA

STYLE 2" HIGH TO BE

CENTERED HORIZONTALLY

LETTERING TO BE HELVETICA

STYLE 1-1/2" HIGH TO BE

CENTERED HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE

CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER

TO BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

VARIES;

AVERAGE 3'-0"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND

OCCUR BETWEEN LINES

OF LETTERING.

SECTION ON CENTERELEVATION

4'-0"

BRACING SEE

CONSTRUCTION

SIGN DETAIL 01010-1

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT BRACING

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

F8 N.T.S.

SAFETY SIGN

PROJECT SIGN; SEE

DETAIL C8/G-101

SAFETY SIGN; SEE

DETAIL F8/G-101

PRIMARY

CONSTRUCTION

STAGING AREA

SECONDARY

CONSTRUCTION

STAGING AREA

PROJECT SIGN; SEE

DETAIL C8/G-101

SAFETY SIGN; SEE

DETAIL F8/G-101

CONSTRUCTION

FENCE

CONSTRUCTION FENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering G-101

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SCALE IN FEET

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MISSISSIPPI COORDINATE SYSTEM OF 1983 - EAST ZONE

AutoCAD SHX Text

CONTRACTOR'S NAME

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

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DAYS

AutoCAD SHX Text

HAS WORKED

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THIS PROJECT

AutoCAD SHX Text in

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DEPARTMENT OF

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VETERANS AFFAIRS

AutoCAD SHX Text

BILOXI NATIONAL CEMETERY

AutoCAD SHX Text

RECONSTRUCT ROADS AND

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN & CONSTRUCTION SERVICE, WASHINGTON, D.C.

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GENERAL CONTRACTOR: : NAME: LOCATION:

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ARCHITECT/ENGINEER: : NAME: LOCATION:

REPLACE IRRIGATION SYSTEMS

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N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

E.

8,4

.00

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.00

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SEE DWG. V-101 SEE DWG. V-102

SEE DWG. V-103 SEE DWG. V-104

SEE DWG. V-105 SEE DWG. V-106

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

NOTES:

1. ELEVATIONS SHOWN ARE NAVD88 (GEOID12B) AND MISSISSIPPI STATE PLANE COORDINATE

SYSYETM OF 1983 - EAST ZONE BASED ON GPS STATIC OBSERVATION (U.S. SURVEY FOOT).

2. FIELD WORK CONDUCTED FROM OCTOBER 24, 2019 TO NOVEMBER 19, 2019.

3. THIS IS NOT A BOUNDARY SURVEY.

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

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GRAVE SECTION MARKER

VICINITY MAP

NOT TO SCALE

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TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

SUBJECT PROPERTY

BURIED FIBER OPTIC LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational Cemetery Administration

Design and Construction

Service U.S. Department of Veterans Affairs

B

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E

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C

D

E

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21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering V-001

B.J.O.D.T.S

SURVEY OVERALL SITE PLAN

CONTROL POINTS:

GPS1

N: 330528.04 E: 949460.08 Elev: 22.82 Desc: Iron Rod

GPS2

N: 331792.85 E: 949438.19 Elev: 23.50 Desc: Iron Rod

AutoCAD SHX Text

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GPS1

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GPS2

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WP60D

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WP60MAG

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WP

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WP

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MISSISSIPPI COORDINATE SYSTEM OF 1983 - EAST ZONE

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29"Ø Southern Live Oak (Quercus virginiana)

37' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline23"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

23"Ø Southern Live Oak (Quercus virginiana)

27' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

34' Rad. Dripline

25"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

36"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

30"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

15' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

40' Rad. Dripline

22"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

28"Ø Southern Live Oak (Quercus virginiana)

22' Rad. Dripline

74"Ø Southern Live Oak (Quercus virginiana)

38' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

17' Rad. Dripline

29"Ø Crepe Myrtle (Lagerstroemia) 11' Rad. Dripline

36"Ø Crepe Myrtle (Lagerstroemia) 13' Rad. Dripline

29"Ø Crepe Myrtle (Lagerstroemia) 5' Rad. Dripline

36"Ø Crepe Myrtle (Lagerstroemia) 8' Rad. Dripline

36"Ø Crepe Myrtle (Lagerstroemia) 9' Rad. Dripline

28"Ø Crepe Myrtle (Lagerstroemia) 10' Rad. Dripline

8"Ø Southern Live Oak (Quercus virginiana)

13' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

16"Ø Crepe Myrtle (Lagerstroemia) 4' Rad. Dripline

23"Ø Crepe Myrtle (Lagerstroemia) 7' Rad. Dripline16"Ø Crepe Myrtle

(Lagerstroemia) 10' Rad. Dripline

14"Ø Crepe Myrtle (Lagerstroemia) 4' Rad. Dripline

14"Ø Crepe Myrtle (Lagerstroemia) 5' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

27' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline 22"Ø Southern Live Oak

(Quercus virginiana) 28' Rad. Dripline

19"Ø Southern Live Oak (Quercus virginiana)

22' Rad. Dripline

32"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

29"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

30' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

12' Rad. Dripline

17"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

13"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

18' Rad. Dripline

39"Ø Southern Live Oak (Quercus virginiana)

34' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

28"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

12' Rad. Dripline

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

STOP

SIGN

PEDESTRIAN

CROSSING

SIGN

Z

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NC

RE

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25"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

Ligustrum Hedge

AA

BB

CC

CC

CC

DD

DD

DD

DD

DD

FF

FF

FF

FF

EE

GROUND POLICY

SIGN

ASPHALT ROAD

INV. = 17.59'

INV. = 17.55'

INV. = 16.99'

INV. = 15.84'

LIM

IT

OF

TH

IS

S

UR

VE

Y

VE

TE

RA

NS

A

VE

NU

E

NO

T

A

PA

RT

OF

T

HI

S

SU

RV

EY

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

E.

8,4

.00

E.

8,6

.00

E.

8,8

.00

E.

9,0

.00

E.

9,2

.00

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

E.

8,4

.00

E.

8,6

.00

E.

8,8

.00

E.

9,0

.00

E.

9,2

.00

'MATCHLINE B - SEE DWG. V-103

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering V-101

B.J.O.D.T.S

TOPOGRAPHIC & SITE SURVEY

PLAN

SEE SHEET V-001

FOR NOTES & LEGEND

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 22.69

AutoCAD SHX Text

WP

AutoCAD SHX Text D

AutoCAD SHX Text

MISSISSIPPI COORDINATE SYSTEM OF 1983 - EAST ZONE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

26 25

2526 24

SEC

GG

SEC

GG

SEC

Z

SEC

Z

SEC

SEC 61

SEC

61SEC

SEC

GG

SEC

GG

SEC

II

SEC

II

SEC

II

SEC

HH

SEC

HH

SEC

HH

SEC

HH

SEC

KK

SEC

KK

SEC

KK

SEC JJ

SEC

KK

"Ø

RC

P

19"Ø Southern Live Oak (Quercus virginiana)

29' Rad. Dripline

23' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

32"Ø Southern Live Oak (Quercus virginiana)

38'Rad. Dripline

37"Ø Southern Live Oak (Quercus virginiana)

43' Rad. Dripline

32"Ø Southern Live Oak (Quercus virginiana)

43' Rad. Dripline

23"Ø Southern Live Oak (Quercus virginiana)

30' Rad. Dripline

(Quercus virginiana) 33' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

45' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

45' Rad. Dripline

(Quercus virginiana) 46' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

32"Ø Crepe Myrtle (Lagerstroemia) 9' Rad. Dripline

24"Ø Crepe Myrtle (Lagerstroemia) 16' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

35' Rad. Dripline

27"Ø Southern Live Oak

33"Ø Southern Live Oak (Quercus virginiana)

44' Rad. Dripline

42"Ø Southern Live Oak (Quercus virginiana)

52' Rad. Dripline

35"Ø Southern Live Oak (Quercus virginiana)

51' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

43' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

47' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

44"Ø Southern Live Oak (Quercus virginiana)

55' Rad. Dripline

38"Ø Southern Live Oak

30"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline 15"Ø Southern Live Oak

(Quercus virginiana) 23' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

BOUNDARY

MARKER

14"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline 13"Ø Southern Live Oak

(Quercus virginiana) 21' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

18' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

41' Rad. Dripline

22"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

30' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline 39"Ø Southern Live Oak (Quercus virginiana)

51' Rad. Dripline

22"Ø Southern Live Oak (Quercus virginiana)

17' Rad. Dripline

37"Ø Southern Live Oak (Quercus virginiana)

45' Rad. Dripline

33"Ø Southern Live Oak (Quercus virginiana)

39' Rad. Dripline

28"Ø Southern Live Oak (Quercus virginiana)

48' Rad. Dripline

19"Ø Southern Live Oak (Quercus virginiana)

33' Rad. Dripline

42"Ø Southern Live Oak (Quercus virginiana)

40' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

19' Rad. Dripline

16"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline

23"Ø Crepe Myrtle (Lagerstroemia) 9' Rad. Dripline

29"Ø Southern Live Oak (Quercus virginiana)

43' Rad. Dripline

16"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

37"Ø Southern Live Oak (Quercus virginiana)

46' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

13"Ø Southern Live Oak (Quercus virginiana)

14' Rad. Dripline

10"Ø Southern Live Oak (Quercus virginiana)

14' Rad. Dripline

16"Ø Southern Live Oak (Quercus virginiana)

24' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

24' Rad. Dripline

14"Ø Southern Live Oak (Quercus virginiana)

20' Rad. Dripline

14"Ø Southern Live Oak (Quercus virginiana)

23' Rad. Dripline

13"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

18"Ø Southern Live Oak (Quercus virginiana)

23' Rad. Dripline

62"Ø Southern Live Oak (Quercus virginiana)

54' Rad. Dripline

37"Ø Southern Live Oak (Quercus virginiana)

46' Rad. Dripline

18"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

32"Ø Crepe Myrtle (Lagerstroemia) 10' Rad. Dripline

NATIONAL

CEMETERY SIGN

BENCH GARBAGE

CAN

PUMP HOUSE

A/C UNITELECTRICAL

JUNCTION BOX

SAFETY

SIGN

BENCH BENCH

BENCH

POWER BOX

ELECTRICAL

JUNCTION BOX

UNDERGROUND

TELEPHONE (AT&T)

UNDERGROUND

TELEPHONE (AT&T)

STOP

SIGN

CEMETERY

RULES SIGN

SPEED

LIMIT SIGN

NO PARKING

ON GRASS SIGN

WRONG

WAY SIGN

NO PARKING

SIGN

STOP

SIGN

KK

JJ

JJ

JJ

JJ

JJ

JJ II

II

II

II

II

II

II

CONSTRUCTION FENCE

II

HH HH

HH

HH

HHHH

GG

Z

MAINTENANCE

BUILDING

IRON FENCE

CATCH

BASIN

CATCH

BASIN

RETAINING WALL

Shrubs

Shrubs

CONCRETE PAD

STONE SIGN

ELEC. BOX

NATIONAL

CEMETERY SIGN

RAMP

23"Ø Southern Live Oak (Quercus virginiana)

27' Rad. Dripline

17"Ø Southern Live Oak

(Quercus virginiana) 24' Rad. Dripline

18"Ø Southern Live Oak

10"Ø White Oak (Quercus alba)

20' Rad. Dripline

14"Ø Southern Live Oak (Quercus virginiana)

24' Rad. Dripline

12"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

13' Rad. Dripline

51' Rad. Dripline (Quercus virginiana)

25"Ø Southern Live Oak24' Rad. Dripline (Quercus virginiana)

11"Ø Southern Live Oak

15"Ø White Oak (Quercus alba)

37' Rad. Dripline16' Rad. Dripline (Magnolia grandiflora)

21"Ø Southern Magnolia 18' Rad. Dripline (Quercus alba)

11"Ø White Oak

22' Rad. Dripline (Quercus alba)

14"Ø White Oak 17' Rad. Dripline

(Magnolia grandiflora) 15"Ø Southern Magnolia

11' Rad. Dripline (Quercus alba)

10"Ø White Oak

22' Rad. Dripline (Quercus virginiana)

13"Ø Southern Live Oak

29' Rad. Dripline (Quercus virginiana)

19"Ø Southern Live Oak

INV. = 15.75'

INV. = 16.51'

"Ø

RC

P

"Ø

RC

P

"Ø

RC

P

INV. = 16.78'

CATCH

BASIN

CATCH

BASIN

(Quercus alba) 18' Rad. Dripline

15"Ø White Oak

25' Rad. Dripline (Quercus virginiana)

20"Ø Southern Live Oak 26' Rad. Dripline

(Quercus virginiana) 15"Ø Southern Live Oak

32' Rad. Dripline (Quercus virginiana)

7' Rad. Dripline (Lagerstroemia)

15"Ø Crepe Myrtle 8' Rad. Dripline (Lagerstroemia)

23"Ø Crepe Myrtle

7' Rad. Dripline (Lagerstroemia)

20"Ø Crepe Myrtle

7' Rad. Dripline (Lagerstroemia)

20"Ø Crepe Myrtle

8' Rad. Dripline (Lagerstroemia)

21"Ø Crepe Myrtle

"Ø

RC

P

CONCRETE

CURB & GUTTER

12"Ø RCP

"Ø

RC

P

"Ø

RC

P

12"Ø RCP 12"Ø RCP

"Ø

RC

P

12"Ø RCP

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

ASPHALT ROADWAY

AS

PH

AL

T R

OA

DW

AY

ASPHALT ROADWAY

AS

PH

AL

T

RO

AD

W

AY

AS

PH

AL

T

RO

AD

W

AY

ASPHALT ROADWAY

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

E.

9,2

.00

E.

9,4

.00

E.

9,6

.00

E.

9,8

.00

E.

0,0

.00

E.

9,2

.00

E.

9,4

.00

E.

9,6

.00

E.

9,8

.00

E.

0,0

.00

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

MATCHLINE B - SEE DWG. V-104

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering V-102

B.J.O.D.T.S

TOPOGRAPHIC & SITE SURVEY

PLAN

SEE SHEET V-001

FOR NOTES & LEGEND

AutoCAD SHX Text

AutoCAD SHX Text 23.50

AutoCAD SHX Text

GPS2

AutoCAD SHX Text

AutoCAD SHX Text 22.17

AutoCAD SHX Text

WP60D

AutoCAD SHX Text

AutoCAD SHX Text 25.05

AutoCAD SHX Text

WP60MAG

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

MISSISSIPPI COORDINATE SYSTEM OF 1983 - EAST ZONE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

20 20

SEC

SEC

FF

SEC

FSEC

F

SEC

GG

SEC

GG

SEC

GG

SEC

G

SEC

C

SEC

C

SEC

SEC

DD

SEC

A

SEC

E

SEC

B

SEC

B

SEC

B

SEC

B

SEC

FF

SEC

EE

SEC

EE

SEC

13B

SEC

13B

SEC

13A

SEC

13A

SEC

MA

SEC

9A

SEC

MA

SEC

9A

SEC

5B

SEC

5B

SEC

5A

SEC

5A

SEC

1A

SEC

1A

SEC

1B

SEC

1B

SEC

J

SEC

H

SEC

H

SEC

E

SEC

E

SEC

E

SEC

7"Ø Southern Live Oak (Quercus virginiana)

5' Rad. Dripline9"Ø Southern Live Oak (Quercus virginiana)

10' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

6' Rad. Dripline

6"Ø Southern Live Oak (Quercus virginiana)

10' Rad. Dripline

11"Ø Southern Live Oak (Quercus virginiana)

17' Rad. Dripline

9"Ø Southern Live Oak (Quercus virginiana)

10' Rad. Dripline

13"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline

6"Ø Southern Live Oak (Quercus virginiana)

4' Rad. Dripline

10"Ø Southern Live Oak (Quercus virginiana)

12' Rad. Dripline

4"Ø Southern Live Oak (Quercus virginiana)

6' Rad. Dripline

12"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

4"Ø Southern Live Oak (Quercus virginiana)

4' Rad. Dripline

12"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline

10"Ø Southern Live Oak (Quercus virginiana)

15' Rad. Dripline

7"Ø Southern Live Oak (Quercus virginiana)

10' Rad. Dripline

17"Ø Southern Live Oak (Quercus virginiana)

18' Rad. Dripline

8"Ø Southern Magnolia (Magnolia grandiflora)

10' Rad. Dripline

7"Ø Southern Magnolia (Magnolia grandiflora)

3' Rad. Dripline

10"Ø Southern Magnolia (Magnolia grandiflora)

4' Rad. Dripline

9"Ø Southern Magnolia (Magnolia grandiflora)

8' Rad. Dripline

22"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline 19"Ø Southern Live Oak

(Quercus virginiana) 26' Rad. Dripline

65"Ø Southern Live Oak (Quercus virginiana)

48' Rad. Dripline

32"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

61"Ø Southern Live Oak (Quercus virginiana)

43' Rad. Dripline 52"Ø Southern Live Oak

(Quercus virginiana) 37' Rad. Dripline

41"Ø Southern Live Oak (Quercus virginiana)

47' Rad. Dripline

39"Ø Southern Live Oak (Quercus virginiana)

37' Rad. Dripline

32"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

23"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

29"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

36"Ø Southern Live Oak (Quercus virginiana)

52' Rad. Dripline

42"Ø Southern Live Oak (Quercus virginiana)

32' Rad. Dripline

29"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

27' Rad. Dripline 28"Ø Southern Live Oak

(Quercus virginiana) 43' Rad. Dripline

9"Ø Southern Live Oak (Quercus virginiana)

15' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

16' Rad. Dripline 47"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

23"Ø Southern Live Oak (Quercus virginiana)

13' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

22' Rad. Dripline

25"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline 26"Ø Southern Live Oak

(Quercus virginiana) 36' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

37' Rad. Dripline 34"Ø Southern Live Oak

(Quercus virginiana) 36' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

17' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

24' Rad. Dripline

20"Ø Southern Live Oak (Quercus virginiana)

28' Rad. Dripline 22"Ø Southern Live Oak

(Quercus virginiana) 34' Rad. Dripline

36"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

32"Ø Southern Live Oak (Quercus virginiana)

41' Rad. Dripline

25"Ø Southern Live Oak (Quercus virginiana)

29' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

26"Ø Southern Live Oak (Quercus virginiana)

41' Rad. Dripline

BENCH

BENCH BENCH

BENCH

BENCH

BENCH

BENCH

(MISSING)

BENCH

BENCH

BENCH SPEED

LIMIT SIGN

CO

NC

RE

TE

SI

DE

WA

LK

CO

NC

RE

TE

SI

DE

WA

LK

Lig ust rum He dge

Lig ust rum He dge

Lig ust rum He dg e

FF

FF

EE

EE

B

C

C

G

F

H

E

A

1B 1A 1

5B

5A

9A

MA

1313A13B

STREET LIGHT

ELEC. BOX

BENCH

BENCH

STREET LIGHT

ELEC. BOX

POLICY

SIGN

BOLLARD (TYP.)

"Ø

HD

PE

INV. = 13.22'

INV. = 13.88'

61"Ø Southern Live Oak (Quercus virginiana)

59' Rad. Dripline

(Quercus virginiana) 26' Rad. Dripline

27"Ø Southern Live Oak

(Quercus virginiana) 19"Ø Southern Live Oak

21' Rad. Dripline

46"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

45"Ø Southern Live Oak (Quercus virginiana)

62' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

18"Ø RCP18"Ø HDPE

INV. = 12.66'

INV. = 14.14'

INV. = 12.89'

VE

TE

RA

NS

A

VE

NU

E

LI

MI

T

OF

T

HI

S

SU

RV

EY

VE

TE

RA

NS

A

VE

NU

E

LIM

IT

OF

TH

IS

S

UR

VE

Y

ASPHALT ROADWAY

ASPHALT ROADWAY

E.

8,4

.00

E.

8,6

.00

E.

8,8

.00

E.

9,0

.00

E.

9,2

.00

E.

8,4

.00

E.

8,6

.00

E.

8,8

.00

E.

9,0

.00

E.

9,2

.00

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

MATCHLINE C - SEE DWG. V-105

MATCHLINE B - SEE DWG. V-101

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering V-103

B.J.O.D.T.S

TOPOGRAPHIC & SITE SURVEY

PLAN

SEE SHEET V-001

FOR NOTES & LEGEND

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 19.39

AutoCAD SHX Text

WP

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

MISSISSIPPI COORDINATE SYSTEM OF 1983 - EAST ZONE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SEC

SEC

17A

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

18A

SEC

19A

SEC

20A

SEC

SEC

SEC

SEC

SEC

SEC

13A

SEC

13A

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

J

"Ø

RC

P

43"Ø Southern Live Oak (Quercus virginiana)

54' Rad. Dripline

47"Ø Southern Live Oak (Quercus virginiana)

44' Rad. Dripline

14"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

44' Rad. Dripline

38"Ø Southern Live Oak (Quercus virginiana)

51' Rad. Dripline

20"Ø Southern Live Oak (Quercus virginiana)

22' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

(Quercus virginiana) 68' Rad. Dripline

51"Ø Southern Live Oak (Quercus virginiana)

53' Rad. Dripline

50"Ø Southern Live Oak

40"Ø Southern Live Oak (Quercus virginiana)

33' Rad. Dripline

46"Ø Southern Live Oak (Quercus virginiana)

51' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

35' Rad. Dripline

30"Ø Southern Live Oak (Quercus virginiana)

39' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

48' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

50' Rad. Dripline

33"Ø Southern Live Oak (Quercus virginiana)

35' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

42' Rad. Dripline

28"Ø Southern Live Oak (Quercus virginiana)

37' Rad. Dripline

21"Ø Southern Live Oak (Quercus virginiana)

20' Rad. Dripline

36"Ø Southern Live Oak (Quercus virginiana)

52' Rad. Dripline

26"Ø Cedar (Juniperus verginiana)

26' Rad. Dripline

41"Ø Southern Live Oak (Quercus virginiana)

68' Rad. Dripline 50"Ø Southern Live Oak

(Quercus virginiana) 56' Rad. Dripline

57"Ø Southern Live Oak (Quercus virginiana)

63' Rad. Dripline

34"Ø Southern Live Oak (Quercus virginiana)

41' Rad. Dripline

40"Ø Southern Live Oak (Quercus virginiana)

59' Rad. Dripline

30"Ø Southern Live Oak (Quercus virginiana)

47' Rad. Dripline

31"Ø Southern Live Oak (Quercus virginiana)

35' Rad. Dripline

39"Ø Southern Live Oak (Quercus virginiana)

51' Rad. Dripline

29"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline 25"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

18"Ø Southern Live Oak (Quercus virginiana)

36' Rad. Dripline

9"Ø Southern Live Oak (Quercus virginiana)

15' Rad. Dripline

15"Ø Southern Live Oak (Quercus virginiana)

21' Rad. Dripline 15"Ø Southern Live Oak

(Quercus virginiana) 16' Rad. Dripline

10"Ø Southern Live Oak (Quercus virginiana)

15' Rad. Dripline

BENCH

GARBAGE

CAN

BENCH

WRONG

WAY SIGN

SPEED

LIMIT SIGN

SPEED

LIMIT SIGN

MAINTENANCE

BUILDING

IRON FENCE

LL

J

2 3

29 30 31 35 36

26 27 28 32

21 22 23 24 34

18 19 20 33

17A 18A 19A 20A 42

(Quercus virginiana) 56' Rad. Dripline

44"Ø Southern Live Oak

44' Rad. Dripline (Quercus virginiana)

32"Ø Southern Live Oak

50' Rad. Dripline (Quercus virginiana)

46"Ø Southern Live Oak

48' Rad. Dripline (Quercus virginiana)

42"Ø Southern Live Oak

27"Ø Southern Live Oak (Quercus virginiana)

35' Rad. Dripline

BENCH

GARBAGE

CAN

84' Rad. Dripline (Quercus virginiana)

63"Ø Southern Live Oak66"Ø Southern Live Oak (Quercus virginiana)

69' Rad. Dripline

FILLED WITH

CONCRETE

INV. = 16.56'

38' Rad. Dripline (Quercus virginiana)

30"Ø Southern Live Oak

6"Ø

HD

PE

STOP

SIGN12"Ø RCP

12"Ø RCP

6"Ø HDPE

6"Ø HDPE

INV. = 14.97'

6"Ø HDPE

6"Ø HDPE

INV. = 14.75'

"Ø

M

ET

AL

"Ø M

ET

AL

18"Ø RCP

ASPHALT ROADWAY

AS

PH

AL

T

RO

AD

W

AY

AS

PH

AL

T

RO

AD

W

AY

E.

9,2

.00

E.

9,4

.00

E.

9,6

.00

E.

9,8

.00

E.

0,0

.00

E.

9,2

.00

E.

9,4

.00

E.

9,6

.00

E.

9,8

.00

E.

0,0

.00

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

MATCHLINE C - SEE DWG. V-106

MATCHLINE B - SEE DWG. V-102

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

SEE SHEET V-001

FOR NOTES & LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSNational 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

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

05/19/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering V-104

B.J.O.D.T.S

TOPOGRAPHIC & SITE SURVEY

PLAN

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MISSISSIPPI…

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