Road Plans Part 2.pdf

PDF 8 MB Posted Jun 27, 2022

Attached to: Y1AZ--832CM3035: Columbaria Burial Expansion and Road Renovation, Biloxi National Cemetery Biloxi, Mississippi
Solicitation number: 36C78622B0013
Issued by: Department of Veterans Affairs National Cemetery Administration

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Written by GovTribe AI · Dec 28, 2023

This statement of work describes construction services required for a columbaria burial expansion and road renovation project at Biloxi National Cemetery in Biloxi, Mississippi. The contractor will be responsible for site preparation, demolition, construction, and completion of all work according to specifications within 181 calendar days of the notice to proceed. Services include installing curb and gutter, asphalt paving, and drainage improvements. The contractor must adhere to strict standards of conduct and reverence befitting work at a national cemetery. The statement outlines requirements for work hours, safety, security, environmental protection, and restoration of disturbed areas.

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Other files

File	Type	Posted
Road Plans Part 1 _ Rev 1 06092022.pdf	PDF	Jun 27, 2022
RFI Form.pdf	PDF	Jun 27, 2022
Cost Estimate Worksheet.pdf	PDF	Jun 27, 2022
Specifications _ Rev 1 06092022.pdf	PDF	Jun 27, 2022
Columbaria Plans Part 4.pdf	PDF	Jun 27, 2022
36C78622B0013_1.docx	DOCX document	Jun 27, 2022
Columbaria Plans Part 2R1.pdf	PDF	Jun 27, 2022
Columbaria Plans Part 3.pdf	PDF	Jun 27, 2022
DOL DB Wage Determination _ Harrison County.pdf	PDF	Jun 27, 2022
Columbaria Plans Part 1.pdf	PDF	Jun 27, 2022
Past Performance.pdf	PDF	Jun 27, 2022

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SEC

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

COMMITTAL

SHELTER

STA 61+00

STA 62+00

A 6

BASELINE C

DO NOT ENTER SIGN

COMMITTAL

SIGN

C-103

PLAN & SECTION (BASELINE C)

STATION 60+00 TO STATION 64+09.49

PT FITZ

BOLLARD (TYP.)

10'-0"

20'-0"

(ROADWAY)

10'-0"

C L

O F

R O

2% MIN.

SLOPE

2% MIN.

SLOPE

5'-0"

(EXIST. WALKWAY)

VARIES (0' TO 9')

(PULL-OVER)

6'-0"

12'-0"

(ROADWAY)

6'-0"

C L

O F

R O

D5SCALE 1" = 20'

AREA 5

RENOVATED ROADWAY PLAN

VARIES (0' TO 9')

(PULL-OFF)

9'-0"

(PULL-OFF)

F53/4" = 1'-0"

AREA 5

RENOVATED ROADWAY SECTION

E53/4" = 1'-0"

AREA 5

RENOVATED ROADWAY SECTION

5'-0"

(EXIST. WALKWAY)

2% MIN.

SLOPE

2% MIN.

SLOPE

VARIES (20' TO 34')

VARIES (17' TO 35')

WALKWAY (EXIST.)

C-103 E5

C-103 F5

C-105 D9

AREA 6

AREA 5

C-105 F5

PLAN NOTES

MILL 2' OF EXISTING ASPHALT FROM ALL THE REACHES OF

AREA 5.

APPLY ASPHALT CRACK SEALANT TO ENTIRE AREA OF MILLED

ASPHALT.

9 9

714 16

89 9

AREA 5

RELOCATE BOLLARDS AND CHAIN HORIZONTAL 12" OUTSIDE OF

NEW CURBS.

E A

- S

D W

-1

0 20 40

1 INCH = 20 FEET

2'-0"

(RIBBON CURB

TYPE 1)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

4. CONTRACTOR SHALL RELOCATE ALL IRRIGATION HEADS IN

CONFLICT WITH THE ROADWAY.

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text T

SEC

SEC SEC

SEC SECSEC

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

BASELINE B

COMMITTAL

SHELTER

BOLLARD (TYP.)

STA 46+00

MATCHLINE A - SEE DWG. C-103

SPEED

LIMIT SIGN

ELEC. BOX

VISITOR SIGN

ENTRANCE SIGN

SPEED LIMIT SIGN

FIBER OPTIC BOX

ENTRANCE SIGN

BRICK

SIGN

STOP SIGN

MINIS

ATI

ILD

ING

STR

OOM

POWER BOX

A/C

BOLLARD (TYP.)

STA 47+00

STA 48+00

STA 49+00

STA 50+00

STA 51+00

STA 52

+00

A 5

BOLLARD (TYP.)

COMMITTAL

SIGN

DO NOT

ENTER SIGN

C-104

PLAN & SECTION (BASELINE B)

STATION 47+50 TO STATION 55+50

PT FITZ

BENCH

F53/4" = 1'-0"

TYPICAL AREA 6

RENOVATED ROADWAY SECTION

E5SCALE 1" = 20'

AREA 6 AND 7

RENOVATED ROADWAY PLAN

C-104 F5

C-106 D5

2% MIN.

SLOPE

2% MIN.

SLOPE

10'-0"

24'-0"

10'-0"

CL OF ROAD

2'-0"2'-0"

C-105 D9

AREA 7

AREA 6

AREA 5

AREA 6

AREA 5

AREA 6

C-105 F5

PLAN NOTES

1. TOP OF RIBBON CURB TO FLUSH OUT WITH TOP OF

SIDEWALK AT ENTRY AREA IN AREA 7 AND

ADMINISTRATION BUILDING.

ADJUST EXISTING LANDSCAPE BLOCK AROUND

STOP SIGN AT ENTRY AREA IN AREA 7 TO BE

OUTSIDE OF NEW RIBBON CURB.

PARKING AREA SHALL BE CONSTRUCTED USING

CROSS SECTION F5 THIS SHEET.

CONTRACTOR SHALL RELOCATE ALL IRRIGATION HEADS IN

CONFLICT WITH THE ROADWAY.

210 10299

64 5 7

(RIBBON CURB

TYPE 1)

(RIBBON CURB

TYPE 1)

0 20 40

1 INCH = 20 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text W

SEC

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

SPEED

LIMIT SIGN

STOP

SIGN

STA 80+00

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

LIN

BASELINE D

C-105

PLAN & SECTION (BASELINE D)

STATION 80+00 TO STATION 84+50

PT FITZ

2% MIN.

SLOPE

2% MIN.

SLOPE

MATCH EXISTING

VARIES (16' TO 20')

(ROADWAY)

MATCH EXISTING

C L

O F

R O

6'-0"

12'-0"

(ROADWAY)

6'-0"

C L

O F

R O

2% MIN.

SLOPE

2% MIN.

SLOPE

6'-0"

12'-0"

(ROADWAY)

6'-0"

C L

O F

R O

5'-0"

(EXIST. WALKWAY)

VARIES (0' TO 9')

(PULL-OVER)

2% MIN.

SLOPE

2% MIN.

SLOPE

D33/4" = 1'-0"

TYPICAL AREA 3

RENOVATED ROADWAY SECTION

C5SCALE 1" = 20'

AREA 3

RENOVATED ROADWAY PLAN

C-105 D3

F53/4" = 1'-0"

AREA 5

RENOVATED ROADWAY SECTION

D93/4" = 1'-0"

AREA 5

RENOVATED ROADWAY SECTION

26'-0"

WALKWAY (EXIST.)

PLAN NOTES

BRUSH CLEAN EXISTING ASPHALT SURFACE.1.

APPLY ASPHALT CRACK SEALANT.2.

IN AREAS OF THE CUL-DE-SAC, ENSURE ALL WATER DRAINS

FROM THE CENTER OF THE CUL-DE-SAC TO THE OUTER EDGES

OF THE PAVEMENT.

MILL THE END OF AREA 3 AS NECESSARY TO PROVIDE A

SMOOTH TRANSITION BETWEEN THE TWO AREAS.

89 9

71114 17

9 9

71114 17

89 9

71114 15

0 20 40

1 INCH = 20 FEET

E A

- S

D W

-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

RELOCATE AS NECESSARY

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text W

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

BOLLARD (TYP.)

BASELINE D

E A

- S

D W

-1

STA 85+00 STA 86+00

STA 87+00

STA 88+00

STA 89+00

12°29'26"

S 79°00'35" W

C-106

PLAN & SECTION (BASELINE D)

STATION 85+00 TO STATION 89+00

PT FITZ

BENCHBENCHBENCH

BOLLARD (TYP.)

BENCH

C-105 D3

B5SCALE 1" = 20'

AREA 3

RENOVATED ROADWAY PLAN

D53/4" = 1'-0"

TYPICAL AREA 7

RENOVATED ROADWAY SECTION

2% MIN.

SLOPE

2% MIN.

SLOPE

VARISE (10' TO 20')

VARIES (24' TO 43')

VARIES (10' TO 22')

CL OF ROAD

2'-0"2'-0"

2 10210 1616

(RIBBON CURB

TYPE 1)

(RIBBON CURB

TYPE 1)

3 14 11 12

PLAN NOTES

BRUSH CLEAN EXISTING ASPHALT SURFACE.1.

APPLY ASPHALT CRACK SEALANT.2.

IN AREAS OF THE CUL-DE-SAC, ENSURE ALL WATER DRAINS

FROM THE CENTER OF THE CUL-DE-SAC TO THE OUTER EDGES

OF THE PAVEMENT.

MILL THE ENDS OF AREAS AS NECESSARY TO PROVIDE A

SMOOTH TRANSITION BETWEEN THE TWO AREAS.

9 9

0 20 40

1 INCH = 20 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

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

AutoCAD SHX Text S

AutoCAD SHX Text E

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SEC

SECSEC

SEC

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

GROUND POLICY

SIGN

ASPHALT ROADWAY

CONSTRUCTION FENCE

NO PARKING

ON GRASS SIGN

STA 141+00

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

STA 145+00

STA 145+87.5

BASELINE G

C-107

PLAN & SECTION (BASELINE G)

STATION 140+00 TO STATION 145+87.5

PT FITZ

BENCH

2% MIN.

10'-0"

20'-0"

(ROADWAY)

10'-0"

CL OF ROAD

SLOPE

2% MIN.

SLOPE

F53/4" = 1'-0"

AREA 2

RENOVATED CROWNED ROADWAY SECTION

D5SCALE 1" = 20'

AREA 2

RENOVATED ROADWAY PLAN

C-107 F5

PLAN NOTES

BRUSH/CLEAN EXISTING ASPHALT SURFACE.1.

APPLY ASPHALT CRACK SEALANT.2.

3. MILL THE ENDS OF AREA 2 AS NECESSARY TO PROVIDE A

SMOOTH TRANSITION BETWEEN AREA 2 AND CROSSROADS

INTERSECTION. SEE TRANSITION DETAILS F3/C-501.

PARKING PULLOUTS TO BE CONSTRUCTED USING CROSS

SECTION F5 THIS SHEET.

89 9

71114 15

C-107 E5

E53/4" = 1'-0"

AREA 2A

SLOPED ROADWAY SECTION

0 20 40

1 INCH = 20 FEET

1.37%

SLOPE

5 7 6 43

10'-0"

20'-0"

(ROADWAY) 10'-0"

CL OF ROAD

10'-0"

(PARKING)

1.7%

SLOPE

.87%

SLOPE

5 7 6 43

10'-0"

20'-0"

(ROADWAY)

10'-0"

CL OF ROAD

10'-0"

(PARKING)

1.7%

SLOPE 20

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

AREA 2A

AREA 2

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

AutoCAD SHX Text S

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SEC SECSEC SEC

SEC

SEC SEC

SEC

1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

23. CONSTRUCT FLOWER WATER STATION PER DETAILS ON

SHEET C-502. REINSTALL EXISTING APPURTENANCES

SALVAGED DURING DEMOLITION.

KEYED NOTES - NEW CONSTRUCTION

STA 160+00

PUMP HOUSE

STOP

SIGN

CATCH

BASIN

CATCH

BASIN

DO NOT

ENTER SIGN

STONE SIGN

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

POWER BOX

IRON FENCE

UNDERGROUND

TELEPHONE (AT&T)

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

BASELINE H

C-108

PLAN & SECTION (BASELINE H)

STATION 160+00 TO STATION 165+00

PT FITZ

BENCH

10'-0"

25'-6"

2'-9"

(CURB & GUTTER)

10'-0"

2'-9"

(CURB & GUTTER)

CL OF ROAD

(EXIST.)(EXIST.)

2% MIN.

SLOPE

2% MIN.

SLOPE

20'-0"

(ROADWAY)

E53/4" = 1'-0"

TYPICAL AREA 1

RENOVATED ROADWAY SECTION

C5SCALE 1" = 20'

AREA 1

RENOVATED ROADWAY PLAN

C-108 E5

PLAN NOTES

1. PROVIDE A SMOOTH TRANSITION BETWEEN AREA 2 AND

CROSSROADS INTERSECTION. SEE TRANSITION DETAILS ON

F3/C-501.

71114 17

TRANSITION FROM CURB

AND GUTTER TO RIBBON

CURB PER DETAIL F7/C-108

F7N.T.S

6' CURB TRRANSITION

EXISTING

CURB AND GUTTER

NEW RIBBON

CURB TYPE 1

NEW 5' SMOOTH TRANSITION

0 20 40

1 INCH = 20 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

EXISTING CURB TO REMAIN.

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

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1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.

2. NEW RIBBON CURB. SEE DETAIL B2/C-501.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE

AND BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE.

9. NEW ASPHALT EDGE TO BE FLUSH WITH TOP OF

CONCRETE CURB, SIDEWALK OR TURF.

10. COMPACT & RESTORE GRADE AND REESTABLISH TURF

WITHIN 10' OF ROAD OR CURB TO MATCH EXISTING.

11. EXISTING SAND SUBGRADE

12. EXISTING 2 - 2" (4" TOTAL) ASPHALT LIFTS.

13. BOTTOM OF CURB SET ON 2" MILLED ASHPALT.

14. EXISTING LIMESTONE BASE, THICKNESS VARIES.

15. EXISTING 2 - 2" & 3" (5" TOTAL) ASPHALT LIFTS.

16. SAWCUT ASPHALT EDGE FOR SMOOTH TRANSITION TO

CURB

17. EXISTING 3" ASPHALT LEFT AFTER MILLING.

18. 6" OF 610 LIMESTONE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

19. NOT USED.

20. CATCH BASIN

21. CONCRETE RAMP, SEE A8/C-501.

22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER

CANOPY W/ 24 CHAIRS AND TAPS MACHINE.

KEYED NOTES - NEW CONSTRUCTION

SEC

CONCRETE PAD

C-109

TEMPORARY COMMITTAL SHELTER

PT FITZ

D3SCALE 1" = 10'

TEMPORARY COMMITTAL SHELTER

0 10 20

1 INCH = 10 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

SPRINKLER

WATER SPIGOT

TELEPHONE MANHOLE

SIGN

LIGHT POLE

SEWER MANHOLE

VALVE BOX

SEWER CLEANOUT

VALVE

ELECTRIC MANHOLE

DRAIN MANHOLE

WATER MANHOLE

CATCH BASIN

TELEPHONE PEDESTAL

FIRE HYDRANT

FLAG POLE

CHAIN LINK FENCE

IRON FENCE

BURIAL SECTION

SUBGRADE (SAND) / NATURAL GROUND

610 LIMESTONE BASE (EXIST.)

INTERMEDIATE LIFT (EXIST.)

SURFACE LIFT (EXIST.)

2" - SURFACE COURSE (NEW)

RENOVATED ROADWAY SECTION

LEGEND

6" - 610 LIMESTONE BASE (NEW)

4" - ASPHALT BINDER COURSE (NEW)

PLAN LEGEND

RENOVATED ROADWAY

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

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

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EXISTING CONTOUR

PROPOSED CONTOUR

FLOW ARROW

STOCKPILE MANAGEMENT

STABILIZED CONSTRUCTION ENTRANCE / EXIT

MATERIAL DELIVERY, HANDLING, STORAGE AND

USE

STORM DRAIN INLET PROTECTION

CURB DRAIN INLET PROTECTION

SILT FENCE

LEGEND AND SYMBOLS

PLAN NOTES

1. INSTALL CONSTRUCTION SILT FENCE, SEE F2/C-502.

2. NOT USED.

3. INSTALL STORM DRAIN INLET PROTECTION, SEE

B2/C-502.

4. INSTALL CURB DRAIN INLET PROTECTION, SEE

C6/C-502.

KEYED NOTES

SWM

1. ACTIVITIES PERFORMED ON THIS PROJECT MUST

COMPLY WITH THE REQUIREMENTS OF LOUISIANA

DEPARTMENT OF ENVIRONMENTAL QUALITY

CONSTRUCTION GENERAL PERMIT.

2. THE CONTRACTOR SHALL INSTALL THE EROSION

CONTROL AND PREVENTION STRUCTURES AS SHOWN

PRIOR TO DISTURBANCE OF THE ASSOCIATED AREA.

3. PROVIDE SILT FENCE AND/OR OTHER CONTROL

DEVICES, AS REQUIRED, TO CONTROL SOIL EROSION

DURING CONSTRUCTION.

4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY

MAINTAINED DURING ALL PHASES OF CONSTRUCTION

UNTIL THE COMPLETION OF ALL CONSTRUCTION

ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN

STABILIZED, ADDITIONAL CONTROL DEVICES MAY BE

REQUIRED DURING CONSTRUCTION IN ORDER TO

CONTROL EROSION AND/OR OFF SITE SEDIMENTATION.

ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED

ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS

STABILIZED.

5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO

MINIMIZE THE TRACKING OF MUD ONTO THE PAVED

ROADWAY FROM CONSTRUCTION AREAS. THE

CONTRACTOR SHALL REMOVE MUD/SOIL FROM THE

PAVEMENT, IMMEDIATELY.

6. EGRESS FROM THE SITE MUST BE CONTROLLED SUCH

THAT ALL VEHICLES LEAVING THE SITE MUST TRAVERSE

THE CONSTRUCTION ENTRANCE AS SHOWN.

7. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL

BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH

RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5)

INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE

REPAIRED OR REPLACED, AS NECESSARY.

8. THE CONTRACTOR SHALL SOD ALL AREAS DISTURBED

BY CONSTRUCTION. STABILIZATION MEASURES SHALL BE

INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITIES HAVE

TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS

CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE

WILL RESUME WITHIN TWENTY-ONE (21) DAYS. IF WORK IS

SUSPENDED OR DELAYED FOR MORE THAN 14 DAYS, THE

CONTRACTOR SHALL TEMPORARILY STABILIZE THE

DISTURBED AREA AT NO ADDITIONAL COST TO THE

OWNER.

9. SILT FENCE SHOULD BE LOCATED AT TOP OF SLOPE IF

POSSIBLE. IF THE LIMITS OF CONSTRUCTION EXTENDS

BEYOND THE TOP OF THE SLOPE, THEN THE SILT FENCE

MAY BE LOCATED AT THE FENCE LINE AND MAY BE

ATTACHED TO THE FENCE IN A SECURE MANNER.

20 20

26 25

2526 24

22 22

"Ø

BOUNDARY

MARKER

MINIS

ATI

ILD

ING

STR

OOM

NATIONAL

CEMETERY SIGN

BENCH

BENCH BENCH

BENCH

(MISSING)

BENCH

STOP

SIGN

STOP

SIGN

YIELD SIGN

DO NOT

ENTER SIGNCOMMITTAL

SIGN

DO NOT

ENTER SIGN

BENCH SPEED

LIMIT SIGN

FLORAL

GROUNDS

POLICY SIGN

BRICK

SIGN

ELEC. BOX

BENCH

BENCH GARBAGE

CAN

PUMP HOUSE

COMMITTAL

SHELTER

GARBAGE

CAN

BENCH

A/C UNIT

ELECTRICAL

JUNCTION BOX

SAFETY

SIGN

POWER BOX

A/C

BENCH

GARBAGE

CAN

BENCH

BENCH BENCH

BENCH

POWER BOX

ELECTRICAL

JUNCTION BOX

UNDERGROUND

TELEPHONE (AT&T)

UNDERGROUND

TELEPHONE (AT&T)

STOP

SIGN

BENCH

STOP

SIGN

PEDESTRIAN

CROSSING

SIGN

CEMETERY

RULES SIGN

SPEED

LIMIT SIGN

NO PARKING

ON GRASS SIGN

WRONG

WAY SIGN

WRONG

WAY SIGN

SPEED

LIMIT SIGN

SPEED

LIMIT SIGN

NO PARKING

SIGN

STOP

SIGN

BRICK

WALKWAY

MONUMENT

JJ II

TIO

N F

CONSTRUCTION FENCE

MAINTENANCE

BUILDING

IRON FENCE

CONSTRUCTION FENCE

IRON FENCE

DITCH

CONSTRUCTION

FENCE

HH HH

HHHH

65 62

54 54 54

K K

1B 1A 1 2 3

5 6

141313A13B

29 30 31 35 36 37

26 27 28 32 38

21 22 23 24 34 39

18 19 20 33 40

17A 18A 19A 20A 42 41

ELEC. BOX

BACKFLOW

PREVENTOR

MAINTENANCE

BUILDING

IRON FENCE

CATCH

BASIN

CATCH

BASIN

RETAINING WALL

CONCRETE PAD

STONE SIGN

UNDERGROUND

FIBER OPTIC

CONSTRUCTION

FENCE

CONSTRUCTION

FENCE

CONCRETE

CURB & GUTTER

CONCRETE

CURB & GUTTER

IRON FENCE

GROUND POLICY

SIGN

ELEC. BOX

STREET LIGHT

ELEC. BOX

BENCH

STREET LIGHT

ELEC. BOX

POLICY

SIGN

FIBER OPTIC BOX

ASPHALT ROAD

NATIONAL

CEMETERY SIGN

RAMP

GAS VALVE BOX

BENCH

FIBER OPTIC BOX

BOLLARD (TYP.)

UNDERGROUND

COMMUNICATION BOX

"Ø

INV. = 13.22'

INV. = 13.88'

COLUMBARIUM

BENCH

GARBAGE

CAN

INV. = 18.67'

6"Ø PVC

INV. = 18.66'

FILLED WITH

CONCRETE

INV. = 16.56'

6"Ø

STOP

SIGN12"Ø RCP

12"Ø RCP

18"Ø RCP18"Ø HDPE

12"Ø

RCP

12"Ø

RCP

8"Ø PLASTIC

INV. = 17.36'

8"Ø PVC

BOLLARD (TYP.)

INV. = 17.00'

12"Ø

RCP

12"Ø RCP

INV. = 17.52'

8"Ø PVC

INV. = 18.12'

6"Ø HDPE

INV. = 14.97'

6"Ø HDPE

INV. = 14.75'

INV. = 15.75'

INV. = 16.51'

"Ø

"Ø M

18"Ø RCP

"Ø

INV. = 16.78'

CATCH

BASIN

CATCH

BASIN 12

"Ø

CONCRETE

CURB & GUTTER

12"Ø RCP

"Ø

12"Ø RCP 12"Ø RCP

"Ø

12"Ø RCP

INV. = 12.66'

INV. = 14.14'

INV. = 17.59'

INV. = 12.89'

INV. = 17.55'

INV. = 16.99'

INV. = 15.84'

INV. = 16.08'

NOT A PART OF THIS SURVEY

LIM

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

ASPHALT ROADWAY

LIM

ASPHALT ROADWAY

T R

ASPHALT ROADWAY

T R

ASPHALT ROADW

ASPHALT ROADWAY

STOP

SIGN

BRICK LANDSCAPING

ENTRANCE SIGN

SPEED

LIMIT SIGN VISITOR

SIGN

ENTRANCE SIGN

C-110

PT FITZ

EROSION AND SEDIMENT CONTROL

PLAN

LEGEND

0 80 160

1 INCH = 100 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

AutoCAD SHX Text 21.70

AutoCAD SHX Text

AutoCAD SHX Text 21.58

AutoCAD SHX Text

AutoCAD SHX Text 20.87

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6.1C-OAK-DL25'

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6.0C-OAK-26'

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8.8C-OAK-DL33'

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6.5C-OAK-DL31'

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8.5C-OAK-DL37'

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6.1C-OAK-DL29'

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GPS1

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GPS2

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WP60D

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WP60MAG

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120 MALLARD STREET, ST. ROSE, LOUISIANA 70087

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(504) 471-6420

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CUST. CAD NO.:__________

AutoCAD SHX Text

BRIS JOB NO.:_____________

AutoCAD SHX Text 00055079000

N/A

21.55

21.86

21.45

21.30

21.90 (HP)

21.82

20.71

20.11 20.05

21.65

21.88

21.53 (EX)

21.43

19.91

19.84

21.60 (HP)

20.25 (LP)

21.25

20.84

21.27 (EX)

20.98

20.50

20.40

20.32

20.24

21.30

21.00

20.60

21CATCH BASIN

INV. (E) = 15.84'

RIM (E) = 20.57'

RIM (NEW) = 19.75'

SAW CUT EXISTING ASPHALT.

CONTRACTOR TO TRANSITION FROM

EXISTING CROWN TO THE ELEVATIONS

SHOWN OVER 20'. REF DETAIL E5/C-110

FOR TYPICAL CROSS SECTION

21.63 (EX)

21.34(EX)

R=39.80'

R=69.8'

R=69.80'

R=10.00' (TYP)

R=20.00' (TYP)

R=10.00' (TYP)

R=20.00' (TYP)

R=39.80'

R=59.80'

R=20.00'

C-107 E5

EXISTING CONTOUR

PROPOSED CONTOUR

SPRINKLER -SEE LANDSCAPE DRAWINGS FOR REPLACEMENT

VALVE BOX

TREE TO PROTECT AND LEAVE IN PLACE

TREE TO REMOVE AND REPLACE

EXISTING CRYPT FIELDS. DO NOT WORK WITHIN

10'.

LEGEND AND SYMBOLS

PLAN NOTES

1. CATCH BASIN FOR CONTRACTOR TO ADJUST.

2. PROTECT AND PRESERVE EXISTING CONCRETE SLAB AND BENCH.

3. CONCRETE SLAB AND BENCH TO BE REMOVED AND REPLACED IN

SAME LOCATION AFTER RE-GRADING (IF REQUIRED FOR GRADING).

4. NOT USED

5. NOT USED

6. TREE TO BE REMOVED AND REPLACED WITH A SIMILAR SPECIES

AND SIZE FOR ROUNDABOUT CONSTRUCTION. (IF REQUIRED FOR

GRADING).

KEYED NOTES

1. ELEVATIONS ARE VAVD88 (GEOID12B) AND MISSISSIPPI STATE PLANE

COORDINATE SYSTEM OF 1983 - EAST ZONE BASED ON GPS STATIC

OBSERVATION (U.S. SURVEY FOOT).

2. CONTRACTOR TO ADJUST CATCH BASIN RIM ELEVATION TO 19.75'

3. CONTRACTOR TO PRESERVE AND PROTECT THE EXISTING TREES

AND VEGETATION UNLESS NOTED BELOW.

0 20 40

1 INCH = 20 FEET

C-401

JV FITZ

ENLARGED GRADING AND

DRAINAGE PLAN

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; 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 1.37%%%

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 1.7%%%

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text .87%%%

AutoCAD SHX Text

SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

AutoCAD SHX Text T

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AutoCAD SHX Text C

AutoCAD SHX Text

SCALE = NONE

AutoCAD SHX Text

%%UKEY PLAN

AutoCAD SHX Text

AREA OF WORK

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

9" 1'-3"

8" (M

1 1/4" R.1/4" R.

2'-0"

8" (M

6" CLR.

(TYP.)

3" C

2'-0"

INTERMEDIATE

LIFT (VARIES)

SURFACE

PLACE AND COMPACT

FILL TO TIE INTO EXIST.

GRADE WITHIN 10'. APPLY

SOD OVER FRESH FILL

OR NATURAL GROUND

BASE MATERIAL

3" C

OR NATURAL GROUND

BASE MATERIAL

PLACE AND COMPACT

FILL TO TIE INTO EXIST.

GRADE WITHIN 10'. APPLY

SOD OVER FRESH FILL

LIFT (VARIES)

SURFACE

INTERMEDIATE

LIFT (VARIES)

SLOPE (SEE

TYP. SECTIONS)

SLOPE (SEE

TYP. SECTIONS)

6" CLR.

(TYP.)

#4 REBAR WITH CHAIR - CONTINUOUS

10'-0"

MILL 2" OF EXISTING ASPHALT

2" SURFACE LIFT

INTERMEDIATE BINDER MIX

AREA 2 ROADWAY

EDGE OF

AREA 7 ROADWAY

10'-0"

MILL OR LEAVE OUT

2" SURFACE LIFT

INTERMEDIATE BINDER MIX

2" SURFACE LIFT

4" INTERMEDIATE LIFT

AREA 7 ROADWAY

EDGE OF

AREA 7 ROADWAY

NEW 2" SURFACE OVERLAY

2" OF ASPHALT

EXISTING ASPHALT

ELEVATION

EXISTING ASPHALT

ELEVATION

4" 6"

2" SURFACE LIFT

4" INTERMEDIATE LIFT

1.) MILL (OR LEAVE OUT) 2" OF ASPHALT,

TRANSITION NOTES:

EITHER EXISTING ASPHALT OR NEW

OVERLAY SURFACE LIFT FROM EDGE OF

AREA 2 OVERLAY (9' FROM CENTER) TO

10' INTO CROSSROAD.

2.) EXTEND AREA 2 INTERMEDIATE LIFT OUT

8' FEATHERING THE THICKNESS DOWN TO

0" IN MILLED AREA.

3.) EXTEND AREA 2 SURFACE LIFT OUT 10'

MATCHING THE MILLED ASPHALT EDGE AND

PROVIDING A SMOOTH TRANSITION BETWEEN

THE TWO AREAS.

B21" = 1'-0"

RIBBON CURB TYPE 1

C41" = 1'-0"

CURB AND GUTTER TYPE 2

E31" = 1'-0"

INTERSECTION TRANSITION

WHERE CROSS ROADS ARE AT EXISTING GRADE

F31" = 1'-0"

INTERSECTION TRANSITION

WHERE CROSS ROADS HAVE RECEIVED A 2" OVERLAY

C-501

PT JAG

SECTIONS AND DETAILS

ROAD RENOVATION

A8NTS

ADA COMPLIANT RAMP

TRANSITION FROM RIBBON CURB TO EXISTING CONCRETE SLAB

6' MINIMUM

EX 8" RIBBON CURB

CONCRETE RAMP

#4 REBAR @ 12" O.C. EACH WAY WITH CHAIRS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

EX CONCRETE SLAB

SCALE: NTS

EXPANSIOIN JOINTD8

BITUMASTIC EXPANSION

JOINT MATERIAL WITH

SEALANT PLACED AT

FULL DEPTH

OF CONCRETE.

SEALANT IS TO BE

ROUNDED AS SHOWN

PAINT AND GREASE END

OF DOWELS

SMOOTH DOWEL 58"

DIA.

5" 5"

NOTES:

1. ALL EXPOSED EDGES ARE TO

HAVE A 1/4" TOOLED RADIUS.

2. ALL EXPANSION JOINTS ARE TO

HAVE A 1/4" TOOLED RADIUS.

EXPANSION JOINT

CONCRETE

PAVEMENT

NOTES:

1. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

#4 REBAR

CONTINUOUS

SAW CUT

SCALE: NTS

CONTROL JOINTF8

RAMP THICKNESS IS TO MATCH

THE EXISTING CONCRETE

SLAB THICKNESSCOMPACT BASE MATERIAL OR

NATURAL GROUND PER

SPECIFICATIONS

SCALE: NTS

OVERLAPPING ASPHALT LIFTSC8

EXISTING OR PROPOSED

ASPHALT SURFACE COURSE

EXISTING OR PORPOSED

ASPHALT BASE COURSE

5' MINIMUM

5' MINIMUM DISTANCE BETWEEN

ASPHALT LIFTS. CONTRACTOR SHALL

MILL EXISTING ASPHALT 2" TO

MAINTAIN THE REQUIRED SEPARATION.

ADDITIONAL GRADING NOTES ALONG CURBS AND ROADWAYS:

1. CONTRACTOR SHALL GRADE, COMPACT AND INSTALL TURF GRASS SOD IN ALL DISTURBED AREAS PER

SPECIFICATIONS.

2. CONTRACTOR SHALL TRANSITION FROM THE ROADWAY TO EXISTING GRADE AT A MAXIMUM SLOPE OF 10:1

AND A MINIMUM DISTANCE OF 5’ FROM THE BACK OF CURB.

a. ALL DISTURBED AREAS OUTSIDE OF THE TRANSITION AREA SHALL BE RESTORED TO EXISTING GRADE, COMPACTED AND RESODDED PER SPECIFICATIONS TO CREATE A CONSISTEND AND UNIFORM TURF AREA.

b. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE WITH NO “PONDING” IN ALL TRANSITION AREAS.

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

C-502

PT JAG

EROSION AND SEDIMENT CONTROL

DETAILS

C6N.T.S.

CURB DRAIN INLET PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

N/A U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

4' MIN.

2.5' MIN.

1.5 ' M

2.5 ' M

1.5' MIN.

28"

6" TRENCH

6' MAX. O.C.

6" FLOW

2"X4" WOOD STUDS

FILTER FABRIC SILT FENCE

(TYPE A)

SCALE: NTS

SILT FENCED2

6" MIN.

20' MIN.

50' MIN.

SCALE: NTS

CONTRUCTION ENTRANCEF2

1' MIN.1.5' MIN.

3' MIN.

1.5' MAX.

12…

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 Jun 27, 2022.