Road Plans Part 1 _ Rev 1 06092022.pdf

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Y1AZ--832CM3035: Columbaria Burial Expansion and Road Renovation, Biloxi National Cemetery Biloxi, Mississippi
Solicitation number
36C78622B0013
Issued by

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This document outlines the requirements for a federal contract solicitation to provide construction services at the Biloxi National Cemetery in Mississippi. The solicitation seeks a contractor to perform columbaria burial expansion, road renovation work, and related services within 181 calendar days of award. Key requirements include demolishing existing structures, preparing the site, installing new columbaria and renovating roads per the drawings and specifications provided. The contractor must follow all applicable safety, environmental and historic preservation regulations, and adhere to National Cemetery Administration standards for maintaining dignity and decorum. The contractor will be responsible for daily cleanup, waste disposal, and restoring any damaged areas.

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RFI Form.pdf PDF
Cost Estimate Worksheet.pdf PDF
Specifications _ Rev 1 06092022.pdf PDF
Columbaria Plans Part 4.pdf PDF
36C78622B0013_1.docx DOCX document
Columbaria Plans Part 2R1.pdf PDF
Columbaria Plans Part 3.pdf PDF
DOL DB Wage Determination _ Harrison County.pdf PDF
Columbaria Plans Part 1.pdf PDF
Road Plans Part 2.pdf PDF
Past Performance.pdf PDF
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DEPARTMENT OF VETERANS AFFAIRS

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND INSTALL CURBS

VOLUME II, OPTION 1

NCA PROJECT NO. 832CM3035

BILOXI, MISSISSIPPI 39531

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, NOT SHOWN FOR ASPHALT OR CONCRETE, 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.

13. CONTRACTOR TO CONSTRUCT ROADS AND OTHER PAVED AREAS IN SUCH A MANNER AS TO ENSURE THAT NO AREAS

RESULT IN PONDING OF WATER.

GENERAL NOTES

SITE

G-001

COVERSHEET

05/19/2020 PT FITZ

ARCHITECT / ENGINEER SURVEYOR GEOTECHNICAL ENGINEER

VALI COOPER INTERNATIONAL, LLC BROWN & ROOT FURGO USA LAND, INC.

NEW ORLEANS, LA 70123 ST. ROSE, LA 70087 BATON ROUGE, LA 70816

CONTACT: WILTON PAUL TILLY III CONTACT: KENNETH WINK, PE CONTACT: ERIC R. MARX

PAUL.TILLY@VALIINT.COM KEN.WINK@BROWNANDROOT.COM EMAIL TBD

504-684-4408 225-612-6124 225-292-5084

SITE OWNER CEMETERY DIRECTOR

VA NCA NCA

BILOXI, MS BILOXI NATIONAL CEMETERY

CONTACT: STEVE DAVIS CONTACT: ALBERT MAXWELL

STEVE.DAVIS@VA.GOV ALBERT.MAXWELL@VA.GOV

202-632-4833 228-388-6688

PROJECT TEAM

SHEET INDEX

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

V-101 V-401

4 V-402 5 V-403 6 V-404 7 V-405 8 V-406 9 V-407 10 V-408 11 V-409 12 V-410

V-41315 V-41416 V-415

13 V-411

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

OVERALL SITE PLAN (SURVEY)

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

V-416 V-417

V-418

V-419

V-420

C-101

C-102

C-103 C-104

ROAD RENOVATION SECTIONS AND DETAILS

C-105 C-106

C-501

PLAN & PROFILE (BASELINE A) STATION 16+50 TO STATION 23+50

PLAN & PROFILE (BASELINE A) STATION 23+50 TO STATION 27+00

PLAN & PROFILE (BASELINE B) STATION 40+00 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-412 MAINTENANCE BUILDING AREA CROSS SECTIONS

OVERALL DEMOLITION PLAND-101

ROAD RENOVATION OVERALL SITE PLAN

PLAN & SECTION (BASELINE A) STATION 10+00 TO STATION 13+5032

ENLARGED GRADING AND DRAINAGE PLAN

C-401

EROSION AND SEDIMENT CONTROL DETAILSC-502

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

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

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

D-102 D-103 D-104 D-105 D-106 D-107 D-108

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

VICINITY MAP

SCALE: NTS

N

14. ACTIVITIES PERFORMED ON THIS PROJECT MUST COMPLY WITH THE REQUIREMENTS OF MISSISSIPPI DEPARTMENT OF

ENVIRONMENTAL QUALITY CONSTRUCTION GENERAL PERMIT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

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

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

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

C-110

TEMPORARY COMMITTAL SHELTER

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

AutoCAD SHX Text N/A

BASELINE B

BASELINE A: STA 11+40.90

BASELINE B: STA 40+00

BA

SE

LIN

E

A

BASELINE A: STA 21+18.77

BASELINE E: STA 100+00

BA

SE

LIN

E F

BASELINE A: STA 23+86.61

BASELINE G: STA 140+00

BASELINE B: STA 43+97.38

BASELINE C: STA 60+00

BA

SE

LIN

E

C

BASELINE A: STA 18+92.40

BASELINE D: STA 80+00

BA

SE

LIN

E B

BASELINE D

BASELINE G

BASELINE H

BASELINE E

MAINTENANCE BUILDING AREA

CROSS SECTIONS SEE DWG. V-119

PLAN AND PROFILE AND CROSS SECTION INDEX OF DRAWINGS:

V-401 - V-403............................................BASELINE A PLAN AND PROFILE.

V-404 & V-405...........................................BASELINE B PLAN AND PROFILE

V-406.........................................................BASELINE C PLAN AND PROFILE

V-407 & V-408...........................................BASELINE D PLAN AND PROFILE

V-409.........................................................BASELINES E & F PLAN AND PROFILE

V-410........................................................BASELINE G PLAN AND PROFILE

V-411.........................................................BASELINES H PLAN AND PROFILE

V-412.........................................................MAINTENANCE BUILDING AREA CROSS SECTIONS

0 100 200

1 INCH = 100 FEET

BASELINE E: STA 101+14.89

BASELINE F: STA 120+00

N. 330430.86 E. 949114.78

N. 331562.85 E. 949461.06

N. 331830.68 E. 949458.79

BASELINE A: STA 23+86.61

BASELINE H: STA 160+00

N. 331830.68 E. 949458.79

E. 949462.97 N. 331336.49

E. 949575.94 N. 331563.82

E. 949469.31 N. 330585.01

V-101

OVERALL SITE PLAN (SURVEY)

D.T.S. B.J.O.

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

LEGEND

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

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

SURVEY NOTES:

1. ELEVATIONS SHOWN ARE NAVD88 (GEOID12B) BASED ON GPS STATIC

OBSERVATION (U.S. SURVEY FOOT).

2. COORDINATES SHOWN HEREON ARE BASED ON THE MISSISSIPPI

COORDINATE SYSTEM OF 1983 EAST ZONE - NAD 83.

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

4. LIMITS OF SURVEY ALONG VETERANS AVENUE IS ROAD SIDE EDGE OF

SIDEWALK.

5. GRAVESITE SECTIONS LINES SHOWN ARE TO OUTSIDE CORNER OF

HEADSTONES.

6. THIS IS A TOPOGRAPHIC SURVEY AND NOT A BOUNDARY SURVEY, ROUTE

SURVEY, EASEMENT SURVEY NOR A LEASE SURVEY AND DOES NOT

CONFORM TO THE REQUIREMENTS FOR THOSE SURVEYS AS STATED IN RULE

21.3 OF THE STANDARDS OF PRACTICE FOR SURVEYING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

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120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

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CUST. CAD NO.:__________

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BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

10+00.0 11+00.0 12+00.0 13+00.0 14+00.0 15+00.0 16+00.0 19.0

20.0

21.0

22.0

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Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

CU

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AC

24.0

EASTERN ℄ PROFILE

WESTERN ℄ PROFILE

PROFILE OF THE CUL-DE-SAC IS

ELONGATED TO SHOW TRUE

DISTANCE

0 20 40

1 INCH = 20 FEET

COLUMBARIUMBENCH

FLORAL

GROUNDS

POLICY SIGN

FLORAL

GROUNDS

POLICY SIGN

L 211717A 25

STOP

SIGN

DO NOT

ENTER SIGN

STOP

SIGN

GARBAGE CANS

YIELD SIGN

J J J

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CONCRETE

CURB & GUTTER CONCRETE

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AS

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ST

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ST

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ST

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BASELINE B

BASELINE A: STA 11+40.90

BASELINE B: STA 40+00

BASELINE A N 00°29'01" W

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PLAN & PROFILE (BASELINE A)

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D.T.S. B.J.O.

GARBAGE CANS

GARBAGE CANS

BENCH

BENCH

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INEER

01/18/2021

AutoCAD SHX Text D

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120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

17+00.0 18+00.0 19+00.0 20+00.0 21+00.0 22+00.0 23+00.0

EASTERN ℄ PROFILE

WESTERN ℄ PROFILE

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1 INCH = 20 FEET

ST

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ST

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ST

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BASELINE D: STA 80+00

BASELINE A

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V-402

PLAN & PROFILE (BASELINE A)

STATION 16+50 TO STATION 23+50

D.T.S. B.J.O.

BENCH

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

AutoCAD SHX Text 22.27

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AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

24+00.0 25+00.0 26+00.0

20.0

21.0

22.0

23.0

24.0

CU

L-D

E-S

AC

PROFILE OF THE CUL-DE-SAC IS

ELONGATED TO SHOW TRUE

DISTANCE

EASTERN ℄ PROFILE

WESTERN ℄ PROFILE

0 20 40

1 INCH = 20 FEET

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

SPEED

LIMIT SIGN

ASPHALT ROADWAY

ASPHALT ROADWAY

DO NOT

ENTER SIGN

STOP

SIGN

CATCH

BASIN

NATIONAL

CEMETERY SIGN

NATIONAL

CEMETERY SIGN

CEMETERY

RULES SIGN

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

BASELINE A: STA 23+86.61

BASELINE G: STA 140+00

BASELINE A: STA 23+86.61

BASELINE H: STA 160+00

BA

SE

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BASELINE A N 00°29'01" W

MA

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Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

STONE SIGN

STONE SIGN

NO PARKING

ON GRASS SIGN

CATCH

BASIN

MA

TC

HL

IN

E B

- S

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D W

G.

V

-4

LOOKING WEST

V-403

PLAN & PROFILE (BASELINE A)

STATION 23+50 TO STATION 27+00

D.T.S. B.J.O.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

AutoCAD SHX Text T

AutoCAD SHX Text 23.89

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AutoCAD SHX Text 23.78

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AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

42+00.0 43+00.0 44+00.0 45+00.0 46+00.0 47+00.0

20.0

21.0

22.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

℄ PROFILE

0 20 40

1 INCH = 20 FEET

LOOKING SOUTH

P.C. BASELINE B

STA 42+88.13

C1

Δ = 107°35'59" R = 125.00' L = 234.75'

CB = N 66°21'06" W

CL = 201.74'

C1

P.T. BASELINE B

STA 45+22.88

CONSTRUCTION

FENCE

J

GARBAGE

CANS

DO NOT

ENTER SIGN

YIELD SIGN

CONCRETE

CURB & GUTTER

MO

NU

ME

NT

BASELINE B

BASELINE A: STA 11+40.90

BASELINE B: STA 40+00

BA

SE

LIN

E

A

BR

ICK

W

AL

KW

AY

BASELINE C

COMMITTAL

SHELTER

BASELINE B: STA 43+97.38

BASELINE C: STA 60+00

ASPHALT ROADWAY

ASPHALT ROADW

AY

ASPHALT ROADW

AY

D

54 54

BOLLARD (TYP.)

BOLLARD (TYP.)

BOLLARD (TYP.)

BASELINE B

S 59°50'55" W

N 12°33'06" W

STA 40+00

STA 41+00

STA 42+00

STA 43+00 STA 44+00

STA 45+00

STA 46+00

STA 47+00

MA

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MATCHLINE A - SEE DWG. V-405

ASPHALT ROADWAY

V-404

PLAN & PROFILE (BASELINE B)

STATION 40+00 TO STATION 47+00

D.T.S. B.J.O.

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text 20.86

AutoCAD SHX Text 20.81

AutoCAD SHX Text 20.76

AutoCAD SHX Text 20.52

AutoCAD SHX Text 20.58

AutoCAD SHX Text 20.43

AutoCAD SHX Text 20.59

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AutoCAD SHX Text 21.15

AutoCAD SHX Text 21.01

AutoCAD SHX Text 21.65

AutoCAD SHX Text 21.38

AutoCAD SHX Text S

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

48+00.0 49+00.0 50+00.0 51+00.0

℄ PROFILE

52+00.0 53+00.0 54+00.0 55+00.0 19.0

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1 INCH = 20 FEET

Δ = 65°32'29" R = 190.00' L = 217.34'

CB = N 45°19'21" W

CL = 205.69'

C2

C2

C4

BASELINE B

COMMITTAL

SHELTER

BOLLARD (TYP.)

STA 46+00

MATCHLINE A - SEE DWG. V-404

SPEED

LIMIT SIGN

A

CO

NC

RE

TE

SI

DE

WA

LK

POLICY

SIGN

ELEC. BOX

VISITOR SIGN

ENTRANCE SIGN

SPEED LIMIT SIGN

FIBER OPTIC BOX

FIBER OPTIC BOX

ENTRANCE SIGN

BRICK

SIGN

STOP SIGN

BRICK LANDSCAPING

AD

MINIS

TR

ATI

ON

BU

ILD

ING

RE

STR

OOM

POWER BOX

A/C

PA

D

BOLLARD (TYP.)

STA 47+00

STA 48+00

STA 49+00

STA 50+00

STA 51+00

STA 52

+00

ST

A 5

3+

ST

A 5

4+

STA 55+00

ASPHALT ROADW

AY

N 12°33'06" W

P.C. BASELINE B

STA 47+16.68

BOLLARD (TYP.)

BOLLARD (TYP.)

C3

P.T. BASELINE B

STA 49+34.02

N 78°05'36" W

AS

PH

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T R

OA

DW

AY

Lig ust rum He dg e

STREET LIGHT

ELEC. BOX

VE

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RA

NS

A

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NU

E

Δ = 69°37'32" R = 170.00' L = 206.58'

CB = S 67°05'38" W

CL = 194.10'

C3

Δ = 57°43'08" R = 100.00' L = 100.74'

CB = S 61°08'26" W

CL = 96.53'

C4

COMMITTAL

SIGN

DO NOT

ENTER SIGN

P.C. BASELINE B

STA 50+36.45

P.T. BASELINE B

STA 52+43.03

S 3 2°

'52

" W

N 90°00'00" W

P.T. BASELINE B

STA 54+94.49

P.C. BASELINE B

STA 53+93.75

E

H

J

54 54

54 54 54

53 53 52 55 55

MA

TC

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Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

LOOKING SOUTH

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

LOOKING SOUTH

MA

TC

HL

IN

E A

- S

EE

A

BO

VE

V-405

PLAN & PROFILE (BASELINE B)

STATION 47+50 TO STATION 55+50

D.T.S. B.J.O.

BENCH

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text 21.58

AutoCAD SHX Text 21.78

AutoCAD SHX Text 21.97

AutoCAD SHX Text 22.21

AutoCAD SHX Text 22.66

AutoCAD SHX Text 22.27

AutoCAD SHX Text 22.65

AutoCAD SHX Text 22.46

AutoCAD SHX Text T

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text T

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CO

AutoCAD SHX Text 22.44

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AutoCAD SHX Text 21.19

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AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

60+00.0 61+00.0 62+00.0 63+00.0

19.0 19.0

20.0 20.0

21.0 21.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

℄ PROFILE

0 20 40

1 INCH = 20 FEET

LOOKING WEST

COMMITTAL

SHELTER

D

J

P.C. BASELINE C

STA 60+61.43

STA 60+00

STA 61+00

BASELINE B: STA 43+97.38

BASELINE C: STA 60+00

STA 62+00

ST

A 6

3+

ST

A

+0

BASELINE C

BA

SE

LIN

E B

CONSTRUCTION

FENCE

BOLLARD (TYP.)

DO NOT ENTER SIGN

COMMITTAL

SIGN

C1

Δ = 29°35'23" R = 220.00' L = 113.62'

CB = N 03°23'03" E

CL = 112.36'

C1

Δ = 67°27'30" R = 70.00' L = 82.42'

CB = N 45°08'23" W

CL = 77.74'

C2

ASPHALT ROADWAY

ASPHALT ROADWAY

N 18°10'45" E

N 11°24'39" W

N

°5 2'0

8" W

P.T. BASELINE C

STA 61+75.05

P.C. BASELINE C

STA 62+38.30

P.T. BASELINE C

STA 63+20.72

C2

BASELINE B: STA 47+42.75

BASELINE C: STA 64+09.49

V-406

PLAN & PROFILE (BASELINE C)

STATION 60+00 TO STATION 64+09.49

D.T.S. B.J.O.

BOLLARD (TYP.)

BOLLARD (TYP.)

BOLLARD (TYP.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INEER

01/18/2021

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text 20.43

AutoCAD SHX Text 19.90

AutoCAD SHX Text 20.17

AutoCAD SHX Text 20.36

AutoCAD SHX Text 20.61

AutoCAD SHX Text 20.79

AutoCAD SHX Text 21.02

AutoCAD SHX Text 21.27

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AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

81+00.0 82+00.0 83+00.0 84+00.0 17.0

18.0

19.0

20.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

℄ PROFILE

0 20 40

1 INCH = 20 FEET

S 89°05'03" WASPHALT ROADWAY

F

AS

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T

RO

AD

W

AY

SPEED

LIMIT SIGN

STOP

SIGN

STA 80+00

STA 81+00 STA 82+00 STA 83+00 STA 84+00

BASELINE A: STA 18+92.40

BASELINE D: STA 80+00

BA

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A

BASELINE D

MA

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LOOKING SOUTH

V-407

PLAN & PROFILE (BASELINE D)

STATION 80+00 TO STATION 84+50

D.T.S. B.J.O.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text D

AutoCAD SHX Text 20.27

AutoCAD SHX Text 19.82

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AutoCAD SHX Text 19.15

AutoCAD SHX Text 18.70

AutoCAD SHX Text 18.24

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AutoCAD SHX Text 18.84

AutoCAD SHX Text 19.30

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

85+00.0 86+00.0 87+00.0 88+00.0 89+00.0 17.0

18.0

19.0

20.0

CU

L-D

E-S

AC

PROFILE OF THE CUL-DE-SAC IS ELONGATED

TO SHOW TRUE DISTANCE

SOUTHERN ℄ PROFILE

NORTHERN ℄ PROFILE

℄ PROFILE

0 20 40

1 INCH = 20 FEET

ASPHALT ROADWAY

F G C B

BOLLARD (TYP.)

S 89°05'03" W BASELINE D

MA

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EE

D W

G.

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MA

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HL

IN

E A

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07 P.I. BASELINE D

STA 85+35.64

STA 85+00 STA 86+00

STA 87+00

STA 88+00

STA 89+00N 88°29'59" W

177°35'02"

12°29'26"

S 79°00'35" W

P.I. BASELINE D

STA 88+17.58

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

LOOKING SOUTH

V-408

PLAN & PROFILE (BASELINE D)

STATION 85+00 TO STATION 89+00

D.T.S. B.J.O.

BENCHBENCHBENCH

BOLLARD (TYP.)

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text D

AutoCAD SHX Text 19.30

AutoCAD SHX Text 19.44

AutoCAD SHX Text 19.23

AutoCAD SHX Text 19.03

AutoCAD SHX Text 19.20

AutoCAD SHX Text 19.58

AutoCAD SHX Text 19.86

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AutoCAD SHX Text 19.49

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AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

101+00.0 102+00.0

20.0 20.0

21.0 21.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

℄ PROFILE

121+00.0

20.0 20.0

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℄ PROFILE

0 20 40

1 INCH = 20 FEET

AS

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BASELINE E

NO PARKING

SIGN

NOT A PART OF THIS SURVEY

ELEC. BOX

GGCONCRETE PAD

ASPHALT ROADWAY

AS

PH

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AS

PH

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BASELINE A: STA 21+18.77

BASELINE E: STA 100+00

BA

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A

STA 100+00 STA 101+00 STA 102+00 STA 103+00

BA

SE

LIN

E F

BASELINE E: STA 101+14.89

BASELINE F: STA 120+00 RAMP

MAINTENANCE

BUILDING

A/C UNIT

STOP

SIGN

ELECTRICAL

JUNCTION BOX

SAFETY

SIGN

N 89°30'59" E

STA 120+00 STA 121+00

STA 122+00

ASPHALT ROADWAY

ASPHALT ROADWAY

BASELINE F

BASELINE E

N 32°04'46" E

N 77°57'05" E

°5

2'1 9"

P.I. BASELINE F

STA 121+42.23

ELEC. BOX

BASELINE E: STA 101+14.89

BASELINE F: STA 120+00

0 20 40

1 INCH = 20 FEET

LOOKING NORTH

LOOKING NORTHWEST

V-409

PLAN & PROFILE

BASELINE E & BASELINE F

D.T.S. B.J.O.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 21.68

AutoCAD SHX Text 21.19

AutoCAD SHX Text 20.89

AutoCAD SHX Text 20.90

AutoCAD SHX Text 21.39

AutoCAD SHX Text 21.19

AutoCAD SHX Text 21.08

AutoCAD SHX Text 21.15

AutoCAD SHX Text 21.55

AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.84

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

141+00.0 142+00.0 143+00.0 144+00.0 145+00.0

21.0 21.0

22.0 22.0

23.0 23.0

24.0 24.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

℄ PROFILE

0 20 40

1 INCH = 20 FEET

AS

PH

AL

T

RO

AD

W

AY

CONCRETE PAD

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

Z

GARBAGE

CAN

STONE SIGN

SHRUBS

SHRUBS

FF

FF

FF

EE

DD

DD

CC

CC

BBAA

GROUND POLICY

SIGN

ASPHALT ROADWAY

ASPHALT ROADWAY

BASELINE A: STA 23+86.61

BASELINE G: STA 140+00

BA

SE

LIN

E

A

CONSTRUCTION FENCE

NO PARKING

ON GRASS SIGN

GROUND POLICY

SIGN

GROUND POLICY

SIGN

STA 140+00 STA 141+00

STA 142+00 STA 143+00 STA 144+00

STA 145+00

STA 145+87.5

S 89°30'59" W

LOOKING SOUTH

S 72°42'08" W

P.I. BASELINE G

STA 140+81.70

P.I. BASELINE G

STA 141+22.59

P.I. BASELINE G

STA 141+79.14

S 61°27'58" W S 84°35'22" W S 89°29'51" W

P.I. BASELINE G

STA 142+29.14

163°11'10"

168°45'50"

P.T. BASELINE G

STA 145+42.31

C1

P.C. BASELINE G

STA 144+34.28

Δ = 38°41'16" R = 160.00' L = 108.04'

CB = S 70°09'14" W

CL = 106.00'

C1

S 50°48'36" W

156°52'36" 175°05'31"

BASELINE G

V-410

9 10

PLAN & PROFILE (BASELINE G)

STATION 140+00 TO STATION 145+87.5

D.T.S. B.J.O.

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

AutoCAD SHX Text D

AutoCAD SHX Text 23.84

AutoCAD SHX Text 24.02

AutoCAD SHX Text 23.36

AutoCAD SHX Text 23.27

AutoCAD SHX Text 23.18

AutoCAD SHX Text 23.16

AutoCAD SHX Text 23.28

AutoCAD SHX Text 23.23

AutoCAD SHX Text 22.96

AutoCAD SHX Text 22.71

AutoCAD SHX Text 22.98

AutoCAD SHX Text 22.44

AutoCAD SHX Text 21.68

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

161+00.0 162+00.0 163+00.0 164+00.0

23.0 23.0

24.0 24.0

25.0 25.0

Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

CU

L-D

E-S

AC

SOUTHERN ℄ PROFILE

NORTHERN ℄ PROFILE

PROFILE OF THE CUL-DE-SAC IS

ELONGATED TO SHOW TRUE DISTANCE

℄ PROFILE

0 20 40

1 INCH = 20 FEET

STA 160+00

ASPHALT ROADWAY

PUMP HOUSE

STOP

SIGN

CATCH

BASIN

CATCH

BASIN

DO NOT

ENTER SIGN

NATIONAL

CEMETERY SIGN

STONE SIGN STONE SIGN

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

HH HH

HH

HH

HHHH

GG

KK

JJ

JJ JJ

JJ

JJJJ

AS

PH

AL

T

RO

AD

W

AY

II

II

II

II

POWER BOX

IRON FENCE

UNDERGROUND

TELEPHONE (AT&T)

BASELINE A: STA 23+86.61

BASELINE H: STA 160+00

STA 161+00 STA 162+00 STA 163+00 STA 164+00 STA 165+00

ASPHALT ROADWAY

BA

SE

LIN

E A

BASELINE HBASELINE G

BASELINE A: STA 23+86.61

BASELINE G: STA 140+00

NOT A PART OF THIS SURVEY

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

N 89°30'59" E

LOOKING NORTH

V-411

PLAN & PROFILE (BASELINE H)

STATION 160+00 TO STATION 165+00

D.T.S. B.J.O.

BENCH

BENCH

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text 23.54

AutoCAD SHX Text 23.89

AutoCAD SHX Text 23.55

AutoCAD SHX Text 24.06

AutoCAD SHX Text 24.50

AutoCAD SHX Text 25.00

AutoCAD SHX Text 25.10

AutoCAD SHX Text 25.00

AutoCAD SHX Text 25.19

AutoCAD SHX Text 25.48

AutoCAD SHX Text 25.29

AutoCAD SHX Text 25.09

AutoCAD SHX Text 24.92

AutoCAD SHX Text 24.69

AutoCAD SHX Text 24.73

AutoCAD SHX Text 24.99

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

100.0 200.0 300.0

20.0 20.0

N. 331277 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949519.51

EXISTING GRADE

LOOKING NORTH

100.0 200.0 300.0

18.0 18.0

19.0 19.0

N. 331302 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949519.33

EXISTING GRADE

DR

OP

INL

ET

LOOKING NORTH

100.0 200.0 300.0

17.0 17.0

18.0 18.0

19.0 19.0

20.0 20.0

N. 331327 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949519.16

EXISTING GRADE

INTERMENT AREA

LOOKING NORTH

100.0 200.0 300.0 17.0

18.0

19.0

N. 331352 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

17.0

18.0

19.0

0.0 = E. 949518.98

EXISTING GRADEINTERMENT AREA

LOOKING NORTH

100.0 200.0

18.0 18.0

19.0 19.0

N. 331377 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949518.80

EXISTING GRADE

INTERMENT AREA

LOOKING NORTH

100.0

18.0 18.0

19.0 19.0

20.0 20.0

N. 331402 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949518.63

EXISTING GRADE

INTERMENT AREA

LOOKING NORTH

100.0

19.0 19.0

20.0 20.0

N. 331427 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949518.45

EXISTING GRADE

INTERMENT AREA

LOOKING NORTH

0.0 = E. 949518.27 100.0

19.0 19.0

20.0 20.0

N. 331452 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING GRADE INTERMENT AREA

LOOKING NORTH

100.0

19.0 19.0

20.0 20.0

21.0 21.0

N. 331477 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949518.10

EXISTING GRADE

INTERMENT AREA

LOOKING NORTH

100.0

19.0 19.0

20.0 20.0

21.0 21.0

N. 331502 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

0.0 = E. 949517.92

EXISTING GRADE

A/C

PA

D

JC

T.

BO

X

LOOKING NORTH

0 20 40

1 INCH = 20 FEET

V-412

MAINTENANCE BUILDING AREA

CROSS SECTIONS

D.T.S. B.J.O.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

AutoCAD SHX Text 20.3

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.9

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.03

AutoCAD SHX Text 18.96

AutoCAD SHX Text 19.0

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.3

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.9

AutoCAD SHX Text 19.1

AutoCAD SHX Text 20.2

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.2

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.6

AutoCAD SHX Text 18.7

AutoCAD SHX Text 18.7

AutoCAD SHX Text 18.4

AutoCAD SHX Text 18.1

AutoCAD SHX Text 18.2

AutoCAD SHX Text 18.4

AutoCAD SHX Text 18.6

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.1

AutoCAD SHX Text 18.7

AutoCAD SHX Text 18.5

AutoCAD SHX Text 18.3

AutoCAD SHX Text 18.4

AutoCAD SHX Text 18.8

AutoCAD SHX Text 18.6

AutoCAD SHX Text 18.8

AutoCAD SHX Text 19.0

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.0

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.8

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.4

AutoCAD SHX Text 19.9

AutoCAD SHX Text 19.8

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.3

AutoCAD SHX Text 21.0

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.5

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.4

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.34

AutoCAD SHX Text 21.64

AutoCAD SHX Text 21.46

AutoCAD SHX Text 21.51

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

0.0

21.0 21.0

Sta. 10+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

CONSTRUCTION

FENCE

ASPHALT PAVING

EXISTING

GRADE

(Section Facing North)

-100.0 0.0 100.0

20.0 20.0

21.0 21.0

22.0 22.0

23.0 23.0

Sta. 11+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

CONSTRUCTION

FENCE

ASPHALT PAVINGASPHALT PAVING

EXISTING

GRADE

(Section Facing North)

-100.0 0.0 100.0

21.0 21.0

22.0 22.0

23.0 23.0

24.0 24.0

25.0 25.0

Sta. 11+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

CONSTRUCTION

FENCEASPHALT PAVING

EXISTING

GRADE

ASPHALT PAVING

(Section Facing North)

-100.0 0.0 100.0 20.0

21.0

22.0

23.0

Sta. 12+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

20.0

21.0

22.0

23.0CONSTRUCTION

FENCE

EXISTING

GRADE

ASPHALT PAVING ASPHALT PAVING

(Section Facing North)

D.T.S. Z.J.H.

0 20 40

1 INCH = 20 FEET

V-413

ROAD CROSS SECTIONS

BASELINE A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

01/18/2021

AutoCAD SHX Text 21.40

AutoCAD SHX Text 21.63

AutoCAD SHX Text 21.56

AutoCAD SHX Text 21.54

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.63

AutoCAD SHX Text 21.43

AutoCAD SHX Text 21.61

AutoCAD SHX Text 21.56

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.24

AutoCAD SHX Text 22.21

AutoCAD SHX Text 21.90

AutoCAD SHX Text 23.40

AutoCAD SHX Text 23.50

AutoCAD SHX Text 22.9

AutoCAD SHX Text 22.16

AutoCAD SHX Text 21.83

AutoCAD SHX Text 21.53

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.67

AutoCAD SHX Text 22.13

AutoCAD SHX Text 21.89

AutoCAD SHX Text 22.15

AutoCAD SHX Text 23.0

AutoCAD SHX Text 24.8

AutoCAD SHX Text 25.53

AutoCAD SHX Text 24.78

AutoCAD SHX Text 22.13

AutoCAD SHX Text 21.80

AutoCAD SHX Text 21.60

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.72

AutoCAD SHX Text 21.93

AutoCAD SHX Text 22.26

AutoCAD SHX Text 22.9

AutoCAD SHX Text 23.0

AutoCAD SHX Text 22.25

AutoCAD SHX Text 21.91

AutoCAD SHX Text 21.67

AutoCAD SHX Text

120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

AutoCAD SHX Text

(504) 471-6420

AutoCAD SHX Text

CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

20.0 20.0

21.0 21.0

Sta. 18+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING ASPHALT

PAVING

(Section Facing North)

0.0

18.0 18.0

19.0 19.0

20.0 20.0

Sta. 18+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

18.0 18.0

19.0 19.0

20.0 20.0

Sta. 19+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

18.0 18.0

19.0 19.0

20.0 20.0

Sta. 19+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

19.0 19.0

20.0 20.0

Sta. 20+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0 100.0

19.0 19.0

20.0 20.0

21.0 21.0

Sta. 20+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING ASPHALT PAVING

(Section Facing North)

0.0

19.0 19.0

20.0 20.0

21.0 21.0

Sta. 21+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING ASPHALT

PAVING

(Section Facing North)

0.0

19.0 19.0

20.0 20.0

21.0 21.0

Sta. 21+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

DRAIN

INLET

0.0

20.0 20.0

21.0 21.0

22.0 22.0

Sta. 22+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

Sta. 22+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

22.0 22.0

23.0 23.0

Sta. 23+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING ASPHALT

PAVING

(Section Facing North)

0.0

22.0 22.0

23.0 23.0

Sta. 23+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

22.0 22.0

23.0 23.0

Sta. 24+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT

PAVING

ASPHALT

PAVING

CONSTRUCTION

FENCE

(Section Facing North)

0.0

22.0 22.0

23.0 23.0

Sta. 24+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

CONSTRUCTION

FENCE

(Section Facing North)

0.0 100.0

21.0 21.0

22.0 22.0

23.0 23.0

Sta. 25+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADEASPHALT PAVING

CONSTRUCTION

FENCE ASPHALT PAVING

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

23.0 23.0

Sta. 25+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT PAVING

ASPHALT PAVING

(Section Facing North)

EXISTING

GRADE

0.0

21.0 21.0

22.0 22.0

Sta. 26+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT PAVING

ASPHALT PAVING

(Section Facing North)

EXISTING

GRADE

Sta. 26+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT PAVING

(Section Facing North)

22.0

23.0

22.0

23.0

TOP

OF

CURB

TOP

OF

CURB

0.0

0 20 40

1 INCH = 20 FEET

D.T.S. Z.J.H.

V-414

ROAD CROSS SECTIONS

BASELINE A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Taqi Muhammad

N/A Project Director

Revisions: Date: Sheet of 43

BID DOCUMENTS

832CM3035

Biloxi National Cemetery Biloxi, Ms.

01/18/2022

Approved: Project Director Steve Davis Department of Veterans Affairs, NCA

Email: steve.davis@va.gov

BRIS Engineering, LLC Brown & Root

BILOXI NATIONAL CEMETERY

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INE ER

01/18/2021

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