S02_Attachment-5_Drawing Plans 832IC3033_Roads_Vol II Part2.pdf
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- Solicitation number
- 36C78620B0022
About this file
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. The work will be completed in two phases, with the base bid covering areas 2, 3, 5, 7 and the maintenance yard, and additives covering additional areas. The procurement is set aside solely for verified Service-Disabled Veteran-Owned Small Businesses. Offerors must be registered in the System for Award Management and Vendor Information Pages databases. The response deadline will be included in the full solicitation released on July 9th. The Contracting Officer point of contact is provided for any questions.
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AREA 3
AREA 2
AREA 7
AREA 8
AREA 9
AREA 10
AREA 11
AREA 5
TEMPORARY COMMITTAL SHELTER
SEE SHEET C-103 AND KEY NOTE 22
CONTRACTOR SUPPLIED AND INSTALLED
AREA 4
AREA 1
AREA 6
AREA 12
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
AREA 9
AREA 10
AREA 11
AREA 12
2 (BASE BID)
3 (BASE BID)
5 (BASE BID)
7 (BASE BID)
E5 , C-111
DRAWINGAREA
E5 , C-104
F5 , C-104
E5 & F5 , C-110
F5 , C-103
D3 , C-108
E5 , C-103
F4 , C-102
F5 , C-105
E5 , C-107 & F5 & D9 , C-108
F5 , C-106
D5 , C-109
C-101
PT FITZ
OVERALL SITE PLAN
ROAD RENOVATION
DRAWING REFERENCE
TYPICAL ROADWAY SECTION
LEGEND
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
E4SCALE 1" = 100'
ROADWAY RENOVATION
SITE PLAN
6" - 610 LIMESTONE BASE (NEW)
4" - ASPHALT BINDER COURSE (NEW)
0 100 200
1 INCH = 100 FEET
PLAN LEGEND
RENOVATED ROADWAY
PHASING REQUIREMENTS
C-103 TEMP COMMITTAL SHELTER
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
C-402 MAINTENANCE YARD WORK
(BASE BID)
Work in areas 1, 4, 6, 8, 9, 10, 11, 12 and the temporary committal shelter are not part of this solicitation.
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120 MALLARD STREET, ST. ROSE, LOUISIANA 70087
AutoCAD SHX Text
(504) 471-6420
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CUST. CAD NO.:__________
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BRIS JOB NO.:_____________
AutoCAD SHX Text 00055079000
AutoCAD SHX Text N/A
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
COLUMBARIUM
GARBAGE CANS
OBELISK
MONUMENT
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
MA
TC
HL
IN
E A
- S
EE
D W
G.
C
-1
C-102
PLAN & SECTION (BASELINE A)
STATION 10+00 TO STATION 16+50
PT FITZ
GARBAGE CANS
GARBAGE CANS
BENCH
BENCH
BENCH
13'-0"
30'-0"
CL OF ROAD
2% MIN.
SLOPE
OBELISK SIDE
2'-0" 2'-0"
F43/4" = 1'-0"
TYPICAL AREA 8
RENOVATED ROADWAY SECTION
AR
EA
26'-0"
(ROADWAY)
D4SCALE 1" = 20'
AREA 7 AND 8
RENOVATED ROADWAY PLAN
AR
EA
AR
EA
AR
EA
AREA 9
AREA 8
C-102
F4
C-103
E5
C-103
E5
5 7 6
PLAN NOTES
1. COMPLETELY REMOVE EXISTING ASPHALT AND 8" OF SUBGRADE
(SAND) DOWN TO A TOTAL OF 12" BELOW EXISTING ROADWAY
SURFACE.
2. REMOVE EXISTING CURB AND GUTTER FROM THE INNER CIRCLE
SURROUNDING THE OBELISK.
3. PROVIDE SMOOTH TRANSITIONS (JOINTS) BETWEEN THE ENDS
OF AREA 7, AREA 8 AND AREA 9. SEE DETAIL ON DWG. C-501 FOR
APPLICABLE TRANSITION DETAIL.
4. NEW RIBBON CURB TO FLUSH OUT WITH COLUMBARIUM
SIDEWALK.
5. NEW CURB AND GUTTER TOP TO FLUSH OUT WITH OBELISK
SIDEWALK.
(RIBBON CURB
TYPE 1)
(CURB & GUTTER
TYPE 2)
MATCHLINE B - SEE DWG. C-105
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
Work on area 8 in this drawing is not included in this contract
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120 MALLARD STREET, ST. ROSE, LOUISIANA 70087
AutoCAD SHX Text
(504) 471-6420
AutoCAD SHX Text
CUST. CAD NO.:__________
AutoCAD SHX Text
BRIS JOB NO.:_____________
AutoCAD SHX Text 00055079000
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC 61
SEC
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
STOP
SIGN
BASELINE A
BA
SE
LIN
E
D
STOP
SIGN
SPEED
LIMIT SIGN
SPEED
LIMIT SIGN BA
SE
LIN
E E
GARBAGE CAN
WRONG
WAY SIGN
WRONG
WAY SIGN
CONCRETE PAD
NO PARKING
SIGN
MA
TC
HL
IN
E B
- S
EE
D W
G.
C
-1
MA
TC
HL
IN
E A
- S
EE
D W
G.
C
-1
SHRUBS
SHRUBS
C-103
PLAN & SECTION (BASELINE A)
STATION 17+00 TO STATION 23+50
PT FITZ
BENCH
BENCH
2% MIN.
SLOPE
NOTE:
RENOVATED ROADWAY SECTION
IS TYPICAL FOR BOTH IN-BOUND
AND OUT-BOUND ROADS.
2% MIN.
SLOPE
7'-0"
18'-0"
7'-0"
CL OF ROAD
2'-0"2'-0"
(RIBBON CURB
TYPE 1)
14'-0"
(ROADWAY)
E53/4" = 1'-0"
TYPICAL AREA 7
RENOVATED ROADWAY SECTION
D5SCALE 1" = 20'
AREA 5, 6 AND 7
RENOVATED ROADWAY PLAN
AREA 7
AREA 5
AREA 5
AREA 7
AREA 6
AREA 7
C-103
C-103
E5
C-103
F5
2 102
PLAN NOTES
6 7 1313 7
99 8
12 11
2% MIN.
CL OF ROAD
SLOPE
2% MIN.
SLOPE
2'-0"2'-0"
VARIES (20'- TO 49')
VARIES (8' TO 22.5')VARIES (8' TO 22.5')
ROADWAY VARIES (16'- TO 45')
F53/4" = 1'-0"
TYPICAL AREA 5
RENOVATED ROADWAY SECTION
10 2 28
714 153 3
1. MILL 2" DEEP x 30" WIDE EXISTING ASPHALT ON EACH SIDE OF
THE EXISTING ROAD.
2. BRUSH CLEAN EXISTING ASPHALT SURFACE.
3. APPLY ASPHALT CRACK SEALANT.
4. TRANSITION ASPHALT OVER 5' TO BACK OF CURB INTO AREA 6.
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 1)
MATCHLINE C - SEE DWG. C-108
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
Area 6 work shown on this drawing is not included in this solicitation.
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
1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.
2. NEW RIBBON CURB. SEE DETAIL B2/C-501.
3. SUBGRADE COMPACTED TO 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
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
BA
SE
LIN
E
G
BA
SE
LIN
E H
BASELINE A
STONE SIGN
STONE SIGN
NO PARKING
ON GRASS SIGN
CATCH
BASIN
MA
TC
HL
IN
E B
- S
EE
D W
G.
C
-1
Checked Drawn C-104
PLAN & SECTION (BASELINE A)
STATION 24+00 TO STATION 27+00
PT FITZ
2% MIN.
SLOPE
2'-0"
ROADWAY VARIES (25' TO 30')
2'-0"
INNER CIRCLE
3'-0"
(LIMESTONE)
E53/4" = 1'-0"
TYPICAL AREA 2
RENOVATED ROADWAY SECTION
D5SCALE 1" = 20'
AREA 2, 3 AND 7
RENOVATED ROADWAY PLAN
AREA 4
AREA 7
AREA 7
AREA 3
AREA 3
AREA 7
AREA 7
AREA 1
AR
EA
AR
EA
AR
EA
AR
EA
C-103
E5
C-111
F5
C-103
E5
C-104
E5
C-104
F5
PLAN NOTES
COMPLETELY REMOVE EXISTING ASPHALT AND 8"
OF SUBGRADE (SAND) DOWN TO A TOTAL OF 12"
BELOW EXISTING ROADWAY SURFACE.
1.
NO BORING OR DIMENSIONS TAKEN IN THIS AREA.
ALL INFORMATION ASSUMED FROM GOOGLE EARTH.
2.
CONCRETE BOLLARDS EXIST IN THE N.E. TO S.E.
PORTION OF CIRCLE.
3.
CONCRETE CURB & GUTTER EXIST IN OUTTER
CIRCLE IN THE N.W. PORTION OF THE TRAFFIC
CIRCLE.
4.
2' CONCRETE RIBBON CURB EXIST IN THE OUTTER
CIRCLE IN THE S.W. PORTION OF TRAFFIC CIRCLE.
5.
ASSUMED 4" OF ASPHALT OVER BASE COURSE.6.
UNDERGROUND ELECTRIC OR COMMUNICATION
CABLES EXIST UNDER SOME POINT IN THE ROAD.
STUB-UP IN TRAFFIC CIRCLE CENTER (GRASS
AREA).
7.
SMALL BRICK BILOXI NATIONAL CEMETERY SIGN
EXIST IN TRAFFIC CIRCLE CENTER.
8.
RECONSTRUCT NEW ROADWAY TRAFFIC CIRCLE
USING A 10" COMPACTED (98%) 610 LIMESTONE
BASE, ALONG WITH 2 - 2" (4" TOTAL) ASPHALT
INTERMEDIATE LIFTS FOLLOWED BY A 2" ASPHALT
SURFACE LIFT. APPLY A PRIME COAT BETWEEN
LIMESTONE AND ASPHALT.
9.
TOP OF ASPHALT SURFACE LIFT SHALL MATCH
EXISTING CURB & GUTTER AND RIBBON CURB.
10.
EXCEPT FOR THE AREAS WITH BOLLARDS OR CURB
& GUTTER, CONSTRUCT A 2' CONCRETE RIBBON
CURB TYING INTO AND MATCHING THE ELEVATION
OF THE EXISTING RIBBON CURB.
11.
PROVIDE SMOOTH TRANSITION (JOINTS) BETWEEN
THE ENDS (OUTER EDGES) OF AREA 2 AND AREA 7
AND OTHER EXISTING ASPHALT AREAS.
12.
(SHOWN)
OR
2% MIN.
CL OF ROAD
SLOPE
2% MIN.
SLOPE
2'-0"2'-0"
VARIES (8' TO 15')
VARIES (20'- TO 34')
VARIES (8' TO 15')
ROADWAY VARIES (16'- TO 30')
F53/4" = 1'-0"
TYPICAL AREA 3
RENOVATED ROADWAY SECTION
210 10216 16
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 2)
(CURB& GUTTER
TYPE 1)
1 EXIST
2 EXIST
1 EXIST
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 1)
15143 3
PLAN NOTES
1. BRUSH CLEAN EXISTING ASPHALT SURFACE.
2. APPLY ASPHALT CRACK SEALANT.
3. MILL THE ENDS OF AREA 3 THAT ADJOIN AREA 7 AS NECESSARY
TO PROVIDE A SMOOTH TRANSITION BETWEEN THE TWO AREAS.
5 7 6
AREA 2
AREA 3
TRANSITION FROM CURB
AND GUTTER TO RIBBON
CURB PER DETAIL F7/C-111
MATCHLINE C - SEE DWG. C-111
MATCHLINE A - SEE DWG. C-110
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3'
2 EXIST
1 EXIST
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
AutoCAD SHX Text T
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
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
CONSTRUCTION
FENCE
GARBAGE
CANS
DO NOT
ENTER SIGN
YIELD SIGN
OBELISK
MONUMENT
BASELINE B
BA
SE
LIN
E
A
BR
ICK
W
AL
KW
AY
BASELINE C
COMMITTAL
SHELTER
ASPHALT ROADW
AY
BOLLARD (TYP.)
BOLLARD (TYP.)
BOLLARD (TYP.)
BASELINE B
STA 40+00
STA 41+00
STA 42+00
STA 43+00
STA 44+00
STA 45+00
STA 46+00
STA 47+00
MATCHLINE A - SEE DWG. C-106
C-105
PLAN & SECTION (BASELINE B)
STATION 40+00 TO STATION 47+00
PT FITZ
F53/4" = 1'-0"
TYPICAL AREA 9
RENOVATED ROADWAY SECTION
E5SCALE 1" = 20'
AREA 9 AND 10
RENOVATED ROADWAY PLAN
AREA 9
AREA 8
AREA 9
AREA 10
C-105
F5
AREA 9AREA 10
C-107
E5
C-107
F5
PLAN NOTES
1. COMPLETELY REMOVE EXISTING ASPHALT AND 8" OF
SUBGRADE (SAND) DOWN TO A TOTAL OF 12" BELOW
EXISTING ROADWAY SURFACE.
2. RELOCATE BOLLARDS AND CHAIN HORIZONTAL 12"
OUTSIDE OF NEW CURBS.
2% MIN.
SLOPE
2% MIN.
SLOPE
10'-0"
24'-0"
10'-0"
CL OF ROAD
2'-0"2'-0"
210 10299
64 5 7
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 1)
MATCHLINE B - SEE DWG. C-102
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
Work shown on this drawing is not included in this solicitation
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
SEC
SEC
SEC
SEC
SEC
SEC
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
C2
C4
BASELINE B
COMMITTAL
SHELTER
BOLLARD (TYP.)
STA 46+00
MATCHLINE A - SEE DWG. C-105
SPEED
LIMIT SIGN
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
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+
BOLLARD (TYP.)
BOLLARD (TYP.)
C3
VE
TE
RA
NS
A
VE
NU
E
COMMITTAL
SIGN
DO NOT
ENTER SIGN
C-106
PLAN & SECTION (BASELINE B)
STATION 47+50 TO STATION 55+50
PT FITZ
BENCH
BENCH
F53/4" = 1'-0"
TYPICAL AREA 11
RENOVATED ROADWAY SECTION
E5SCALE 1" = 20'
AREA 11 AND 12
RENOVATED ROADWAY PLAN
C-106
F5
C-109
D5
2% MIN.
SLOPE
2% MIN.
SLOPE
10'-0"
24'-0"
10'-0"
CL OF ROAD
2'-0"2'-0"
C-108
D9
AREA 12
AREA 11
AREA 10
AREA 11
AREA 11
AREA 10
C-108
F5
PLAN NOTES
AREA 11: COMPLETELY REMOVE EXISTING ASPHALT
AND 8" OF SUBGRADE (SAND) DOWN TO A TOTAL OF
12" BELOW EXISTING ROADWAY SURFACE.
1.
2. PROVIDE SMOOTH TRANSITIONS (JOINTS) AT THE
ENDS OF AREA 11 THAT ADJOIN AREAS 9, 10 AND12.
TOP OF RIBBON CURB TO FLUSH OUT WITH TOP OF
SIDEWALK AT ENTRY AREA IN AREA 12.
ADJUST EXISTING LANDSCAPE BLOCK AROUND
STOP SIGN AT ENTRY AREA IN AREA 12 TO BE
OUTSIDE OF NEW RIBBON CURB.
210 10299
64 5 7
(RIBBON CURB
TYPE 1)
(RIBBON CURB
TYPE 1)
3.
4.
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
Work shown on this drawing is not included in this solicitation.
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
COMMITTAL
SHELTER
STA 60+00
STA 61+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
C2
C-107
PLAN & SECTION (BASELINE C)
STATION 60+00 TO STATION 64+09.49
PT FITZ
BOLLARD (TYP.)
BOLLARD (TYP.)
BOLLARD (TYP.)
10'-0"
20'-0"
(ROADWAY)
10'-0"
CL OF ROAD
2% MIN.
SLOPE
2% MIN.
SLOPE
5'-0"
(EXIST. WALKWAY)
VARIES (0' TO 9')
(PULL-OVER)
6'-0"
12'-0"
(ROADWAY)
6'-0"
CL OF ROAD
D5SCALE 1" = 20'
AREA 10
RENOVATED ROADWAY PLAN
9'-0"
(PULL-OFF)
9'-0"
(PULL-OFF)
F53/4" = 1'-0"
AREA 10
RENOVATED ROADWAY SECTION
E53/4" = 1'-0"
AREA 10
RENOVATED ROADWAY SECTION
5'-0"
(EXIST. WALKWAY)
2% MIN.
SLOPE
2% MIN.
SLOPE
VARIES (20' TO 34')
35'-0"
WALKWAY (EXIST.)
WALKWAY (EXIST.)
C-107
E5
C-107
C-108
D9
AR
EA
AR
EA
AREA 11
AREA 10
C-108
F5
PLAN NOTES
MILL 2' OF EXISTING ASPHALT FROM ALL THE REACHES IN THIS
AREA.
1.
APPLY ASPHALT CRACK SEALANT TO ENTIRE AREA OF MILLED
ASPHALT.
2.
3. PROVIDE SMOOTH TRANSITIONS (JOINTS) BETWEEN THE ENDS
OF AREA 10 THAT ADJOIN AREA 9 AND AREA
9 9
71114 17
89 9
71114 17
AREA 10
AREA 9
AR
EA
AR
EA
4. RELOCATE BOLLARDS AND CHAIN HORIZONTAL 12" OUTSIDE OF
NEW CURBS.
AREA 10
MA
TC
HL
IN
E A
- S
EE
D W
G.
C
-1
MATCHLINE A - SEE DWG. C-105
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
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
Work shown on this drawing is not included in this solicitation
AutoCAD SHX Text
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
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
SPEED
LIMIT SIGN
STOP
SIGN
STA 80+00
STA 81+00 STA 82+00 STA 83+00 STA 84+00
BA
SE
LIN
E
A
BASELINE D
C-108
PLAN & SECTION (BASELINE D)
STATION 80+00 TO STATION 84+50
PT FITZ
2% MIN.
SLOPE
2% MIN.
SLOPE
10'-0"
20'-0"
(ROADWAY)
10'-0"
CL OF ROAD
6'-0"
12'-0"
(ROADWAY)
6'-0"
CL OF ROAD
2% MIN.
SLOPE
2% MIN.
SLOPE
6'-0"
12'-0"
(ROADWAY)
6'-0"
CL OF ROAD
5'-0"
(EXIST. WALKWAY)
9'-0"
(PULL-OVER)
2% MIN.
SLOPE
2% MIN.
SLOPE
D33/4" = 1'-0"
TYPICAL AREA 6
RENOVATED ROADWAY SECTION
C5SCALE 1" = 20'
AREA 6
RENOVATED ROADWAY PLAN
C-108
D3
F53/4" = 1'-0"
AREA 10
RENOVATED ROADWAY SECTION
D93/4" = 1'-0"
AREA 10
RENOVATED ROADWAY SECTION
AR
EA
AR
EA
26'-0"
WALKWAY (EXIST.)
PLAN NOTES
BRUSH CLEAN EXISTING ASPHALT SURFACE.1.
APPLY ASPHALT CRACK SEALANT.2.
3.
4.
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 AREA 6 THAT ADJOINS AREA 7 AS
NECESSARY TO PROVIDE A SMOOTH TRANSITION BETWEEN
THE TWO AREAS.
AREA 10
AREA 6
89 9
71114 17
9 9
71114 17
PLAN NOTES
MILL 2' OF EXISTING ASPHALT FROM ALL THE REACHES IN THIS
AREA.
1.
APPLY ASPHALT CRACK SEALANT TO ENTIRE AREA OF MILLED
ASPHALT.
2.
3. PROVIDE SMOOTH TRANSITIONS (JOINTS) BETWEEN THE ENDS
OF AREA 10 THAT ADJOIN AREA 9 AND AREA 11.
89 9
71114 15
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3' 0 1'
3/4 INCH = 1 FOOT
2' 3'
MA
TC
HL
IN
E A
- S
EE
D W
G.
D
-1
MA
TC
HL
IN
E C-
S
EE
D W
G.
D
-1
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
Work on areas 6 and 10 shown on this drawing are not included in this solicitation.
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
1. NEW CURB AND GUTTER. SEE DETAIL C4/C-501.
2. NEW RIBBON CURB. SEE DETAIL B2/C-501.
3. SUBGRADE COMPACTED TO 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
B
BOLLARD (TYP.)
BASELINE D
MA
TC
HL
IN
E A
- S
EE
D W
G.
C
-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-109
PLAN & SECTION (BASELINE D)
STATION 85+00 TO STATION 89+00
PT FITZ
BENCHBENCHBENCH
BOLLARD (TYP.)
BENCH
C-108
D3
B5SCALE 1" = 20'
AREA 6
RENOVATED ROADWAY PLAN
D53/4" = 1'-0"
TYPICAL AREA 12
RENOVATED ROADWAY SECTION
2% MIN.
SLOPE
2% MIN.
SLOPE
10'-0"
VARIES (24' TO 36')
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.
3.
4.
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 AREA 6 THAT ADJOINS AREA 7 AS
NECESSARY TO PROVIDE A SMOOTH TRANSITION BETWEEN
THE TWO AREAS.
9 9
AREA 6
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
Work shown on this drawing is not included in this solicitation.
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
SEC
SEC
SEC
SEC
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
CONCRETE PAD
GARBAGE
CAN
STONE SIGN
SHRUBS
SHRUBS
BB
GROUND POLICY
SIGN
BA
SE
LIN
E
A
CONSTRUCTION FENCE
NO PARKING
ON GRASS SIGN
GROUND POLICY
SIGN
STA 141+00
STA 142+00 STA 143+00 STA 144+00
STA 145+00
STA 145+87.5
S 89°30'59" W
C1
BASELINE G
C-110
PLAN & SECTION (BASELINE G)
STATION 140+00 TO STATION 145+87.5
PT FITZ
BENCH
BENCH
BENCH
BENCH
BENCH
BENCH
BENCH
2% MIN.
10'-0"
20'-0"
(ROADWAY)
10'-0"
CL OF ROAD
SLOPE
2% MIN.
SLOPE
F53/4" = 1'-0"
AREA 4
RENOVATED CROWNED ROADWAY SECTION
D5SCALE 1" = 20'
AREA 4
RENOVATED ROADWAY PLAN
AR
EA
AR
EA
AR
EA
AR
EA
C-110
F5
PLAN NOTES
BRUSH/CLEAN EXISTING ASPHALT SURFACE.1.
APPLY ASPHALT CRACK SEALANT.2.
APPLY TACK COAT.3.
4. MILL THE ENDS OF AREA 4 THAT ADJOIN AREA 7 AS NECESSARY
TO PROVIDE A SMOOTH TRANSITION BETWEEN THE TWO
AREAS. SEE TRANSITION DETAILS ON C-501.
89 9
71114 15
C
E
E53/4" = 1'-0"
AREA 4
SLOPED ROADWAY SECTION
MATCHLINE A - SEE DWG. C-104
SEE SHEET C-101
FOR NOTES &
LEGEND
0 20 40
1 INCH = 20 FEET
0 1' 2' 3'
0 1'
3/4 INCH = 1 FOOT
2' 3'
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
3/4 INCH = 1 FOOT
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
Area 4 work shown on this drawing is not included in this solicitation solicit ation so licit 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
SEC SECSEC SEC
SEC
SEC
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 95% DENSITY BY MODIFIED
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. GRAVEL MULCH -SEE LP101 (VOLUME I).
20. CATCH BASIN
21. CONCRETE RAMP, SEE A8/A-501.
22. PROVIDE TEMPORARY 20'X20' COMMITTAL SHELTER
CANOPY W/ 24 CHAIRS AND TAPS MACHINE.
KEYED NOTES - NEW CONSTRUCTION
EXISTING
CURB AND GUTTER
NEW RIBBON
CURB TYPE 1
6' SMOOTH TRANSITION
STA 160+00
PUMP HOUSE
STOP
SIGN
CATCH
BASIN
CATCH
BASIN
DO NOT
ENTER SIGN
STONE SIGN
CATCH
BASIN
CATCH
BASIN
CATCH
BASIN
AS
PH
AL
T
RO
AD
W
AY
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-111
PLAN & SECTION (BASELINE H)
STATION 160+00 TO STATION 165+00
PT FITZ
BENCH
BENCH
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-111
E5
AR
EA
AR
EA
AR
EA
AR
EA
AREA 2
AREA 7
SEE SHEET C-101
FOR NOTES &
LEGEND
PLAN NOTES
1. PROVIDE A SMOOTH TRANSITION BETWEEN AREA 1 AND AREA 7.
SEE TRANSITION DETAILS ON C-501.
AREA 1
71114 17
TRANSITION FROM CURB
AND GUTTER TO RIBBON
CURB PER DETAIL F7/C-111
1 EXIST
1 EXIST
F7N.T.S
6' CURB TRRANSITION
2. TRANSITION FROM EXISTING CURB AND GUTTER TO NEW RIBBON
CURB PER DETAIL F7/C-111.
MA
TC
HL
IN
E C
- S
EE
D W
G.
C
-1
0 20 40
1 INCH = 20 FEET
0 1'
3/4 INCH = 1 FOOT
2' 3'
1 EXIST
1 EXIST
1 EXIST
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
Area 1 work shown on this drawing is not included in this solicitation.
AutoCAD SHX Text
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
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 C1/C-502.
2. INSTALL CONSTRUCTION ENTRANCE/EXIT, SEE
C8/C-502.
3. INSTALL STORM DRAIN INLET PROTECTION, SEE
C3/C-502.
4. INSTALL CURB DRAIN INLET PROTECTION, SEE
C6/C-502.
KEYED NOTES
SWM
MS
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
RC
P
"Ø
RC
P
BOUNDARY
MARKER
AD
MINIS
TR
ATI
ON
BU
ILD
ING
RE
STR
OOM
NATIONAL
CEMETERY SIGN
BENCH
BENCH
BENCH
BENCH
BENCH BENCH
BENCH
BENCH
BENCH
BENCH
(MISSING)
BENCH
BENCH
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
BENCH
BENCH
BENCH
A/C UNIT
ELECTRICAL
JUNCTION BOX
SAFETY
SIGN
POWER BOX
A/C
PA
D
BENCH
GARBAGE
CAN
BENCH
BENCH
BENCH
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
KK
JJ
JJ
JJ
JJ
JJ
JJ II
II
II
II
II
II
II
Z
CO
NC
RE
TE
SI
DE
WA
LK
CO
NS
TR
UC
TIO
N F
EN
CE
CONSTRUCTION FENCE
CO
NC
RE
TE
SI
DE
WA
LK
CO
NC
RE
TE
SI
DE
WA
LK
MAINTENANCE
BUILDING
IRON FENCE
CO
NC
RE
TE
SI
DE
WA
LK
CONSTRUCTION FENCE
IRON FENCE
IRON FENCE
DITCH
CONSTRUCTION
FENCE
CO
NC
RE
TE
SI
DE
WA
LK
II
HH HH
HH
HH
HHHH
GG
LL
65 62
Z
AA
BB
CC
CC
CC
DD
DD
DD
DD
DD
FF
FF
FF
FF
FF
FF
EE
EE
EE
B
C
C
G
F
H
E
A
J
J
54 54 54
D
L
K K
K
J
1B 1A 1 2 3
5B
5A
5 6
9A
MA
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
BENCH
STREET LIGHT
ELEC. BOX
POLICY
SIGN
FIBER OPTIC BOX
FIBER OPTIC BOX
ASPHALT ROAD
NATIONAL
CEMETERY SIGN
RAMP
GAS VALVE BOX
BENCH
FIBER OPTIC BOX
FIBER OPTIC BOX
BOLLARD (TYP.)
BOLLARD (TYP.)
BOLLARD (TYP.)
BOLLARD (TYP.)
BOLLARD (TYP.)
UNDERGROUND
COMMUNICATION BOX
"Ø
HD
PE
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
HD
PE
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
6"Ø HDPE
INV. = 14.97'
6"Ø HDPE
6"Ø HDPE
INV. = 14.75'
INV. = 15.75'
INV. = 16.51'
"Ø
M
ET
AL
"Ø M
ET
AL
18"Ø RCP
"Ø
RC
P
"Ø
RC
P
"Ø
RC
P
INV. = 16.78'
CATCH
BASIN
CATCH
BASIN 12
"Ø
RC
P
CONCRETE
CURB & GUTTER
12"Ø RCP
"Ø
RC
P
"Ø
RC
P
12"Ø RCP 12"Ø RCP
"Ø
RC
P
12"Ø RCP
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
VE
TE
RA
NS
A
VE
NU
E
LI
MI
T
OF
T
HI
S
SU
RV
EY
VE
TE
RA
NS
A
VE
NU
E
LIM
IT
OF
TH
IS
S
UR
VE
Y
VE
TE
RA
NS
A
VE
NU
E
LI
MI
T
OF
T
HI
S
SU
RV
EY
CONSTRUCTION AREA
NOT A PART OF THIS SURVEY
CONSTRUCTION AREA
NOT A PART OF THIS SURVEY
CONSTRUCTION AREA
NOT A PART OF THIS SURVEY
CONSTRUCTION AREA
NOT A PART OF THIS SURVEY
ASPHALT ROADWAY
ASPHALT ROADWAY
LIM
IT
OF
TH
IS
S
UR
VE
Y
VE
TE
RA
NS
A
VE
NU
E
NO
T
A
PA
RT
OF
T
HI
S
SU
RV
EY
ASPHALT ROADWAY
AS
PH
AL
T R
OA
DW
AY
ASPHALT ROADWAY
AS
PH
AL
T
RO
AD
W
AY
AS
PH
AL
T
RO
AD
W
AY
AS
PH
AL
T R
OA
DW
AY
ASPHALT ROADW
AY
ASPHALT ROADWAY
ASPHALT ROADWAY
ASPHALT ROADWAY
ASPHALT ROADWAY
AS
PH
AL
T
RO
AD
W
AY
AS
PH
AL
T
RO
AD
W
AY
STOP
SIGN
BRICK LANDSCAPING
ENTRANCE SIGN
SPEED
LIMIT SIGN VISITOR
SIGN
ENTRANCE SIGN
C-112
PT FITZ
EROSION AND SEDIMENT CONTROL
PLAN
LEGEND
F3SCALE: 1" = 80'
SEDIMENT AND EROSION CONTROL PLAN
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
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
Provide erosion and sediment control for the work associated with areas 2, 3, 5, 7, the maintenance yard and storm-water drainage improve .
AutoCAD SHX Text
SF
AutoCAD SHX Text
AutoCAD SHX Text 21.70
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.58
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.87
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.92
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.07
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.98
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.16
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.95
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.11
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.19
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.13
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.12
AutoCAD SHX Text 470-490
AutoCAD SHX Text
AutoCAD SHX Text 21.56
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.83
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.46
AutoCAD SHX Text
6.1C-OAK-DL25'
AutoCAD SHX Text
AutoCAD SHX Text 20.11
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.21
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.22
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.22
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.59
AutoCAD SHX Text
6.0C-OAK-26'
AutoCAD SHX Text
AutoCAD SHX Text 19.82
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 19.82
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 19.81
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 16.99
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.73
AutoCAD SHX Text
8.8C-OAK-DL33'
AutoCAD SHX Text
AutoCAD SHX Text 21.31
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.61
AutoCAD SHX Text
6.5C-OAK-DL31'
AutoCAD SHX Text
AutoCAD SHX Text 20.17
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.89
AutoCAD SHX Text
7.7-OAK-36'
AutoCAD SHX Text
AutoCAD SHX Text 21.15
AutoCAD SHX Text
6.4C-OAK-30'
AutoCAD SHX Text
AutoCAD SHX Text 21.85
AutoCAD SHX Text
8.0C-OAK-DL35'
AutoCAD SHX Text
AutoCAD SHX Text 20.90
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.91
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20.84
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.48
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.22
AutoCAD SHX Text
8.5C-OAK-DL37'
AutoCAD SHX Text
AutoCAD SHX Text 21.17
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.20
AutoCAD SHX Text
9.6C-OAK-DL41'
AutoCAD SHX Text
AutoCAD SHX Text 21.23
AutoCAD SHX Text
8.4C-OAK-DL42'
AutoCAD SHX Text
AutoCAD SHX Text 21.60
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.20
AutoCAD SHX Text
6.1C-OAK-DL29'
AutoCAD SHX Text
AutoCAD SHX Text 21.57
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.76
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.87
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.97
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.14
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.26
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.26
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.85
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.94
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.55
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.36
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.72
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.43
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.02
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.03
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.45
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.27
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.77
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.63
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.07
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.99
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.51
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.40
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.89
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.75
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.25
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.13
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.59
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.44
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 21.89
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.72
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.18
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.17
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.72
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.77
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.16
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.94
AutoCAD SHX Text 100-64
AutoCAD SHX Text
AutoCAD SHX Text 22.89
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23.09
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.94
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.83
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 22.81
AutoCAD SHX Text
AutoCAD…
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