S02_Attachment-4_Drawing Plans 832IC3033_Roads_Vol II Part1.pdf

PDF 21 MB Posted

Attached to
Y1PZ--Renovate Irrigation system and Roads Renovations at Biloxi National Cemetery. Irrigation Sys Project Number: 832CM3032 - Roads Renovations Project Number: 832IC3033
Solicitation number
36C78620B0022
Issued by

About this file

Written by GovTribe AI ·

This document provides details for a federal contract solicitation to renovate the irrigation system and roads at Biloxi National Cemetery. The solicitation will be issued on July 9, 2020 for the replacement of irrigation components and the reconstruction of roads and installation of curbs. There are four contract line item numbers, with the base bid covering areas 2, 3, 5, 7 and the maintenance yard, and three additives that would expand the work to additional areas. The procurement is set aside solely for verified Service-Disabled Veteran-Owned Small Businesses. Interested firms must register in the System for Award Management and Vendor Information Pages databases. The response deadline and award date are not specified. The contracting officer is identified for any questions.

View the file

Other files

File Type Posted
S06_Amendment-0002_Attachment-1_ SECTION L_IFB_Virtual Bid Opening Instructions.pdf PDF
36C78620B0022 0002.docx DOCX document
36C78620B0022 0001.docx DOCX document
S02_Attachment-9_IFB Contractor Cost Estimate Worksheet.xlsx XLSX spreadsheet
S02_Attachment-1_SOW_832CM3032 Irr and 832IC3033 Roads.pdf PDF
36C78620B0022- Solicitation.docx DOCX document
S02_Attachment-5_Drawing Plans 832IC3033_Roads_Vol II Part2.pdf PDF
S02_Attachment-7_Specifications_832IC3033_Roads_Vol II.pdf PDF
S02_Attachment-6_Specifications_832CM3032_Irrigation_Vol I.pdf PDF
S02_Attachment-3_Drawing Plans 832CM3032_Irrigation_Vol I Part2.pdf PDF
S02_Attachment-8_WD_Building_Harrison Co_MS20200050_3-13-20.pdf PDF
S02_Attachment-2_Drawing Plans 832CM3032_Irrigation_Vol I Part1.pdf PDF
Show all 12

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DEPARTMENT OF VETERANS AFFAIRS

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND INSTALL CURBS

NCA PROJECT NO. 832IC3033

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

VA NCA

BILOXI, MS

CONTACT: STEVE DAVIS

STEVE.DAVIS@VA.GOV

202-632-4833

PROJECT TEAM

SHEET INDEX

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 PLAN

D-101 DEMO

ROAD RENOVATION OVERALL SITE PLAN

RENOVATION

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 DETAILS

C-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

VICINITY MAP

SCALE: NTS

N

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

ENVIRONMENTAL QUALITY CONSTRUCTION GENERAL PERMIT.

15. REFER TO NCA PROJECT NO. 832CM3032 BILOXI NATIONAL CEMETERY IRRIGATION REPLACEMENT -VOLUME I FOR DEMO AND

REPLACEMENT OF SPRINKLER HEADS EFFECTED BY ROADWAY AND CURB & GUTTER DEMOLITION AND CONSTRUCTION.

* NOTE: SHEET V-126 WAS NOT USED.

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

05/19/2020

Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

16. REFER TO NCA PROJECT NO. 832CM3032 BILOXI NATIONAL CEMETERY IRRIGATION REPLACEMENT -VOLUME I, SHEET G-101

FOR CONSTRUCTION STAGING AND SIGNAGE PLAN.

17. THE WORK ELEMENTS OF THIS PROCUREMENT ON THE BILOXI NATIONAL CEMETERY IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS IDENTIFIED AS VOLUME II - RENOVATE ROADS AND CURBS INCLUDE BASE BID AND TWO ADDITIVES; REFER

TO SHEETS D-101 AND C-101 FOR DETAILS. THE CONTRACT LINE ITEMS (CLIN) ARE DESCRIBED BELOW AND IN VOLUME II -

RENOVATE ROADS AND CURBS SPECIFICATIONS SECTION 01 00 02, PART 1.2:

A. CLIN 0002, GENERAL CONSTRUCTION: ALL WORK FOR BASE BID - AREAS 2,3,5,7 & THE MAINTENANCE YARD WORK.

WORK ASSOCIATED WITH AREAS

1, 4, 6, 8, 9, 10,11, 12 & THE

TEMPORARY COMMITTAL

SHELTER ARE NOT INCLUDED IN

THIS SOLICITATION, SEE D-101)

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-108 THROUGH V-110...........................BASELINE A PLAN AND PROFILE.

V-111 & V-112...........................................BASELINE B PLAN AND PROFILE

V-113.........................................................BASELINE C PLAN AND PROFILE

V-114 & V-115...........................................BASELINE D PLAN AND PROFILE

V-116.........................................................BASELINES E & F PLAN AND PROFILE

V-117........................................................BASELINE G PLAN AND PROFILE

V-118.........................................................BASELINES H PLAN AND PROFILE

V-119.........................................................MAINTENANCE BUILDING AREA CROSS SECTIONS

V-120 & V-121............................................BASELINE A CROSS SECTIONS

V-122..........................................................BASELINE B CROSS SECTIONS

V-123..........................................................BASELINE C CROSS SECTIONS

V-124..........................................................BASELINE D CROSS SECTIONS

V-125..........................................................BASELINES E & F CROSS SECTIONS

V-126...........................................................BASELINE G CROSS SECTIONS

V-127...........................................................BASELINES H 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

SEE SHEET V-001

FOR NOTES &

LEGEND

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

V-107

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

CO

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

CO

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

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

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

23.0

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

CU

L-D

E-S

AC

24.0

EASTERN ℄ PROFILE

WESTERN ℄ PROFILE

PROFILE OF THE CUL-DE-SAC IS

ELONGATED TO SHOW TRUE

DISTANCE

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

COLUMBARIUM

BENCH

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

4 8 12

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

ASPHALT ROADWAY

ASPHALT ROADWAY

AS

PH

AL

T

RO

AD

W

AY

BRICK WALKWAYMONUMENT

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

BASELINE B

BASELINE A: STA 11+40.90

BASELINE B: STA 40+00

BASELINE A N 00°29'01" W

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING WEST

V-108

PLAN & PROFILE (BASELINE A)

STATION 10+00 TO STATION 16+50

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text 21.80

AutoCAD SHX Text 21.77

AutoCAD SHX Text 21.81

AutoCAD SHX Text 21.78

AutoCAD SHX Text 22.46

AutoCAD SHX Text 22.05

AutoCAD SHX Text 21.95

AutoCAD SHX Text 22.04

AutoCAD SHX Text 22.09

AutoCAD SHX Text 22.17

AutoCAD SHX Text 22.12

AutoCAD SHX Text 22.34

AutoCAD SHX Text 22.40

AutoCAD SHX Text 22.32

AutoCAD SHX Text 22.28

AutoCAD SHX Text 21.82

AutoCAD SHX Text 21.93

AutoCAD SHX Text 22.13

AutoCAD SHX Text 21.83

AutoCAD SHX Text 21.81

AutoCAD SHX Text 21.92

AutoCAD SHX Text 22.07

AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.50

AutoCAD SHX Text 22.58

AutoCAD SHX Text 22.33

AutoCAD SHX Text 22.25

AutoCAD SHX Text 22.13

AutoCAD SHX Text 22.06

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

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ST

A

+0

ASPHALT ROADWAY

ASPHALT ROADWAY ASPHALT ROADWAY

ASPHALT ROADWAY

STOP

SIGN

BASELINE A: STA 18+92.40

BASELINE D: STA 80+00

BASELINE A

BA

SE

LIN

E

D

STOP

SIGN

SPEED

LIMIT SIGN

SPEED

LIMIT SIGN

BASELINE A: STA 21+18.77

BASELINE E: STA 100+00

BA

SE

LIN

E

E

GARBAGE CAN

GG

LL2925

Z616263

WRONG

WAY SIGN

WRONG

WAY SIGN

CONCRETE PAD

NO PARKING

SIGN

N 00°29'01" W

MA

TC

HL

IN

E B

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E B

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

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

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

SHRUBS

SHRUBS

LOOKING WEST

V-109

PLAN & PROFILE (BASELINE A)

STATION 17+00 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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

AutoCAD SHX Text 22.27

AutoCAD SHX Text 21.74

AutoCAD SHX Text 21.01

AutoCAD SHX Text 20.57

AutoCAD SHX Text 20.58

AutoCAD SHX Text 20.41

AutoCAD SHX Text 20.58

AutoCAD SHX Text 20.93

AutoCAD SHX Text 21.35

AutoCAD SHX Text 21.69

AutoCAD SHX Text 22.29

AutoCAD SHX Text 22.86

AutoCAD SHX Text 23.24

AutoCAD SHX Text 23.70

AutoCAD SHX Text 22.15

AutoCAD SHX Text 21.99

AutoCAD SHX Text 21.43

AutoCAD SHX Text 20.84

AutoCAD SHX Text 20.63

AutoCAD SHX Text 20.67

AutoCAD SHX Text 20.71

AutoCAD SHX Text 21.04

AutoCAD SHX Text 21.38

AutoCAD SHX Text 21.35

AutoCAD SHX Text 21.80

AutoCAD SHX Text 22.42

AutoCAD SHX Text 23.04

AutoCAD SHX Text 23.59

AutoCAD SHX Text D

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

SEE SHEET V-001

FOR NOTES &

LEGEND

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

LIN

E

G

BA

SE

LIN

E H

BASELINE A N 00°29'01" W

MA

TC

HL

IN

E B

- S

EE

D W

G.

V

-1

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

EE

D W

G.

V

-1

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING WEST

V-110

PLAN & PROFILE (BASELINE A)

STATION 24+00 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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

AutoCAD SHX Text T

AutoCAD SHX Text 23.89

AutoCAD SHX Text 23.84

AutoCAD SHX Text 23.60

AutoCAD SHX Text 23.42

AutoCAD SHX Text 23.15

AutoCAD SHX Text 22.89

AutoCAD SHX Text 22.67

AutoCAD SHX Text 24.02

AutoCAD SHX Text 23.78

AutoCAD SHX Text 23.39

AutoCAD SHX Text 22.74

AutoCAD SHX Text 22.57

AutoCAD SHX Text 22.33

AutoCAD SHX Text 22.34

AutoCAD SHX Text 22.53

AutoCAD SHX Text 22.59

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

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

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

MATCHLINE A - SEE DWG. V-112

ASPHALT ROADWAY

V-111

PLAN & PROFILE (BASELINE B)

STATION 40+00 TO STATION 47+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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work associated with this drawing is not included in this solicitation

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

AutoCAD SHX Text 20.37

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

20.0

21.0

22.0

℄ PROFILE

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

Δ = 65°32'29" R = 190.00' L = 217.34'

CB = N 45°19'21" W

CL = 205.69'

C2

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

C2

C4

BASELINE B

COMMITTAL

SHELTER

BOLLARD (TYP.)

STA 46+00

MATCHLINE A - SEE DWG. V-111

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

AL

T R

OA

DW

AY

Lig ust rum He dg e

STREET LIGHT

ELEC. BOX

VE

TE

RA

NS

A

VE

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

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

54 54 54

53 53 52 55 55

MA

TC

HL

IN

E A

- S

EE

B

EL

OW

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

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-112

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work associated with this drawing is not included in this solicitation

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

CO

AutoCAD SHX Text 22.44

AutoCAD SHX Text 22.47

AutoCAD SHX Text 22.57

AutoCAD SHX Text 22.50

AutoCAD SHX Text 21.87

AutoCAD SHX Text 21.19

AutoCAD SHX Text 20.90

AutoCAD SHX Text 20.17

AutoCAD SHX Text 20.12

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

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

BASELINE B: STA 47+42.75

BASELINE C: STA 64+09.49

V-113

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work associated with this drawing is not included in this solicitation.

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

AutoCAD SHX Text 21.38

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

S 89°05'03" WASPHALT ROADWAY

F

AS

PH

AL

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

SE

LIN

E

A

BASELINE D

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING SOUTH

V-114

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Area 6 work associated with this drawing is not included in this solicitation.

AutoCAD SHX Text D

AutoCAD SHX Text 20.27

AutoCAD SHX Text 19.82

AutoCAD SHX Text 19.52

AutoCAD SHX Text 19.15

AutoCAD SHX Text 18.70

AutoCAD SHX Text 18.24

AutoCAD SHX Text 18.37

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

ASPHALT ROADWAY

F G C B

BOLLARD (TYP.)

S 89°05'03" W BASELINE D

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

MA

TC

HL

IN

E A

- S

EE

D W

G.

V

-1

14 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"

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING SOUTH

V-115

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work associated with this drawing is not included in this solicitation.

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

AutoCAD SHX Text 19.97

AutoCAD SHX Text 19.61

AutoCAD SHX Text 19.55

AutoCAD SHX Text 19.49

AutoCAD SHX Text 19.51

AutoCAD SHX Text 19.56

AutoCAD SHX Text 19.73

AutoCAD SHX Text 19.77

AutoCAD SHX Text 19.80

AutoCAD SHX Text 19.71

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

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

℄ PROFILE

121+00.0

20.0 20.0

21.0 21.0

22.0 22.0

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

℄ PROFILE

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

AS

PH

AL

T

RO

AD

W

AY

BASELINE E

NO PARKING

SIGN

NOT A PART OF THIS SURVEY

ELEC. BOX

GGCONCRETE PAD

ASPHALT ROADWAY

AS

PH

AL

T R

OA

DW

AY

AS

PH

AL

T

RO

AD

W

AY

BASELINE A: STA 21+18.77

BASELINE E: STA 100+00

BA

SE

LIN

E

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

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING NORTH

LOOKING NORTHWEST

V-116

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

AS

PH

AL

T

RO

AD

W

AY

CONCRETE PAD

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

GARBAGE

CAN

STONE SIGN

SHRUBS

SHRUBS

FF

FF

FF

EE

DD

DD

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

STA 141+79.14

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

163°11'10"

168°45'50"

P.T. BASELINE G

STA 145+42.31

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-117

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

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work shown on this drawing associated with area 4 is not included in this solicitation.

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

SEE SHEET V-001

FOR NOTES &

LEGEND

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

HHHH

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

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

N 89°30'59" E

SEE SHEETS V-001 THRU V-106

FOR TOPOGRAPHIC SURVEY

LOOKING NORTH

V-118

PLAN & PROFILE (BASELINE H)

STATION 160+00 TO STATION 165+00

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

Work shown on this drawing associated with area 1 is not included in this solicitation.

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

SEE SHEETS V-100

THROUGH V-106 FOR

TOPOGRAPHIC

SURVEY

0 20 40

1 INCH = 20 FEET

SEE SHEET V-001

FOR NOTES & LEGEND

V-119

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

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)

0.0

21.0 21.0

22.0 22.0

Sta. 12+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADEASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

Sta. 13+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADEASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

Sta. 13+50 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. 14+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. 14+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT

PAVING

ASPHALT

PAVING EXISTING

GRADE

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

Sta. 15+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

ASPHALT

PAVING

EXISTING

GRADE

ASPHALT

PAVING

(Section Facing North)

0.0

21.0 21.0

22.0 22.0

Sta. 15+50 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. 16+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. 16+50 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. 17+00 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

0.0

20.0 20.0

21.0 21.0

Sta. 17+50 Horiz. Scale = 20'-0" Vert. Scale = 2'-0"

EXISTING

GRADE

ASPHALT

PAVING

ASPHALT

PAVING

(Section Facing North)

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

SEE SHEET V-001

FOR NOTES &

LEGEND

0 20 40

1 INCH = 20 FEET

V-120

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 49

BID DOCUMENTS

832IC3033

Biloxi National Cemetery Biloxi, Ms.

05/19/2020

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

Phone: 202.632.4833 Email: steve.davis@va.gov

BRIS Engineering, LLC

Brown & Root

BILOXI NATIONAL CEMETERY

VOLUME II

RECONSTRUCT ROADS AND

INSTALL CURBSVCI Project Management

Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

BID DOCUMENTS

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 21.7

AutoCAD SHX Text 21.78

AutoCAD SHX Text 21.84

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.2

AutoCAD SHX Text 21.92

AutoCAD SHX Text 21.82

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.7

AutoCAD SHX Text 21.90

AutoCAD SHX Text 21.69

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.71

AutoCAD SHX Text 21.73

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.6

AutoCAD SHX Text 22.3

AutoCAD SHX Text 22.07

AutoCAD SHX Text 22.26

AutoCAD SHX Text 21.91

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.83

AutoCAD SHX Text 22.11

AutoCAD SHX Text 21.88

AutoCAD SHX Text 22.7

AutoCAD SHX Text 21.9

AutoCAD SHX Text 22.27

AutoCAD SHX Text 22.16

AutoCAD SHX Text 22.53

AutoCAD SHX Text 22.8

AutoCAD SHX Text 22.15

AutoCAD SHX Text 22.2

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.89

AutoCAD SHX Text 21.87

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.19

AutoCAD SHX Text 22.58

AutoCAD SHX Text 22.06

AutoCAD SHX Text 22.1

AutoCAD SHX Text 21.91

AutoCAD SHX Text 22.00

AutoCAD SHX Text 21.9

AutoCAD SHX Text 22.0

AutoCAD SHX Text 22.11

AutoCAD SHX Text 22.41

AutoCAD SHX Text 22.4

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.2

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .