Columbaria Plans Part 3.pdf
PDF 11 MB Posted
- Solicitation number
- 36C78622B0013
About this file
This document outlines the requirements for a federal contract solicitation to provide construction services for a columbaria burial expansion and road renovation project at the Biloxi National Cemetery in Biloxi, Mississippi. The solicitation number is 36C78622B0013 and is seeking a contractor to provide all management, supervision, labor, equipment, materials and tools required to complete the site preparation, demolition, construction and associated work in accordance with the drawings and specifications. The period of performance is 181 calendar days from award. The contractor must develop a project schedule within 10 days of receiving the notice to proceed and adhere to standards of conduct, safety protocols, and operational procedures when working at the national cemetery as outlined in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Road Plans Part 1 _ Rev 1 06092022.pdf | ||
| RFI Form.pdf | ||
| Cost Estimate Worksheet.pdf | ||
| Specifications _ Rev 1 06092022.pdf | ||
| Columbaria Plans Part 4.pdf | ||
| 36C78622B0013_1.docx | DOCX document | |
| Columbaria Plans Part 2R1.pdf | ||
| DOL DB Wage Determination _ Harrison County.pdf | ||
| Columbaria Plans Part 1.pdf | ||
| Road Plans Part 2.pdf | ||
| Past Performance.pdf |
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Text version
(1) LW
(1) LW
(3) LW
START
END
TYP.
TYP
TYP
(24) IN
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
PLANTING KEYED NOTES
TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER
LW 5 NATCHEZ CRAPE MYRTLE MULTI-TRUNK LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' 4" CAL. 25 GAL.
SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER
IN 24 DWARF YAUPON HOLLY ILEX VOMITORIA 'NANA' MIN. 18" HT. 5 GAL.
PLANT SCHEDULE
FBO
FBO
PLANTING
CODE DESCRIPTION DETAIL
P-01 INSTALL GRAVEL MULCH AT 4" DEPTH OVER LANDSCAPE
FABRIC. TOP OF MULCH SHALL BE 1" BELOW TOP OF
ADJACENT CONCRETE SURFACES, SEE SPECIFICATIONS.
P-02 INSTALL TURFGRASS SOD. SOD SHALL BE `RALEIGH` ST.
AUGUSTINE. TOP OF SOD ROOTMASS SHALL BE 1" BELOW
TOP OF ADJACENT CONCCRETE SURFACES.
P-03 INSTALL STEEL EDGING TO EXTENTS INDICATED ON PLAN. F2/LP501
P-04 TREES INSTALLED WITHIN TURF SHALL HAVE 4" DEPTH F6/LP501
SHREDDED WOOD MULCH WITHIN A 6` DIAMETER AREA AT
THE BASE OF EACH TREE.
P-05 EXISTING BURIED FIBER OPTIC CONDUIT, CONTRACTOR
SHALL LOCATE PRIOR TO EXCAVATION OPERATIONS IN THIS
AREA. HAND DIG AS NECESSARY TO AVOID DAMAGE.
P-06 BASE BID PLANTING AREA - REFER TO LP401.
A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN
ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL
VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE
FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.
B. LANDSCAPE FABRIC SHALL BE MIN. 3.5 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE. OVERLAP
ENDS 3" AND TURN DOWN EDGES 6". SEE SPECIFICATIONS.
C. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY LANDSCAPE
ARCHITECT IN THE FIELD.
D. TREES SHALL BE INSTALLED PER DETAIL F6/LP501.
E. SHRUBS SHALL BE INSTALLED PER DETAIL F4/LP501.
F. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT
UNDER "CONTAINER" AND HEIGHT, SPREAD OR CALIPER SIZE CALLED OUT UNDER "REMARKS", THE
SPECIFIED PLANT MUST MEET HEIGHT, SPREAD OR CALIPER SIZE REQUIREMENTS SPECIFIED UNDER
"REMARKS", EVEN IF A LARGER CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO
ADDITIONAL COST TO THE OWNER.
G. SOD SHALL BE PLANTED OVER 6" OF AMENDED SOIL, REFER TO SPECIFICATIONS.
PLANTING NOTES
00 20' 40'
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
PLANTING PLAN ENLARGEMENT -
BID ALTERNATE #1
LP402
JS, AMBV
AutoCAD SHX Text S
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
PLANTING DETAILS
LP501
JS, AMBV
SCALE: N.T.S.
MULTI-TRUNK TREE PLANTING DETAIL
F6
KEYED NOTES
1. TREE LOCATION AND SPECIES PER PLAN.
2. FEATHER MULCH TO A 2" DEPTH ON TOP OF ROOT BALL, TAPER TO 1" AT BASE OF TRUNK.
3. REMOVE EXISTING SOIL (FROM NURSERY) AS NEEDED TO EXPOSE ROOT FLARE. INSTALL WITH ROOT FLARE FLUSH WITH SUB-GRADE (BOTTOM OF MULCH).
4. PLANTING SOIL MIXTURE - SEE SPECIFICATIONS.
5. SCARIFY EDGE OF PLANTING HOLE, CONTINUOUS ALL SIDES.
6. REMOVE WIRE BASKET, WOOD BOX, PLASTIC TWINE, AND/OR ROPE PRIOR TO BACKFILL. REMOVE BURLAP EXCEPT FROM BOTTOM OF ROOT BALL.
7. 2" SQ. X 8' WOODEN STAKE, DRIVEN 18" INTO UNDISTURBED SOIL
8. HOSE CHAFING GUARDS
9. GUYING STRAPS.
10. FLAGS
11. 6' DIA. ORGANIC MULCH RING, SEE SPECIFICATIONS.
3 X ROOTBALL DIA., TYP.
1'-0"
4'-0"
3 X ROOTBALL DIA., TYP.
1'-0"
4'-0"
6'-0"
MULCH RING
MULCHED BED CONDITION TURF CONDITION
12"12"
SCALE: N.T.S.
SHRUB PLANTING DETAIL
F4
1. SHRUB LOCATION AND SPECIES AS PER PLAN.
2. PLANT AT SAME DEPTH MAINTAINED AT NURSERY.
3. FEATHER MULCH TO A 2" DEPTH ON TOP OF ROOT BALL AND HOLD BACK 2" FROM
SHRUB STEM(S).
4. 4" DEPTH MULCH THROUGHOUT SHRUB BED UNLESS OTHERWISE NOTED.
5. SCARIFY EDGE OF PLANTING HOLE, CONTINUOUS ALL SIDES.
6. PLANTING SOIL MIXTURE - SEE SPECIFICATIONS.
KEYED NOTES
3 4
" X 6" STEEL EDGING, COLOR:
BLACK
TOP OF STEEL EDGING
SHALL BE 1" ABOVE ADJACENT
TURF OR MULCH
COBBLE/GRAVEL MULCH,
REF. PLANTING PLAN, LP401
MATERIAL VARIES,
REF. PLANTING PLAN,
LP401
16" STAKES AT 30" O.C.
SCALE: N.T.S.
STEEL EDGE DETAIL
F2
SCALE: 1/2" = 1'-0"
TREE PROTECTION FENCE
D7
0 2' 4'
1. 2"x2"x 6' WOOD POST w/ ORANGE SNOW TYPE FENCE, MIN. 4'-0" TALL OF
PLASTIC OR POLYETHYLENE MESH w/ 4" MAX. OPENINGS. POSTS SHALL BE
SPACED AT 8'-0" O.C. MAX. OR LESS AS REQUIRED. FENCING TO BE FASTENED
TO EACH POST AT (3) POINTS MIN. WITH WIRE TIES OR EQUAL.
2. DRIPLINE, AS FOLLOWS. DECIDUOUS TREE: EXTENT OF FURTHEST BRANCHES.
EVERGREEN TREE: EXTENT OF FURTHEST BRANCHES PLUS 4'-0".
3. EXISTING TREE TO REMAIN.
KEYED NOTES
A. TEMPORARY 4' CONSTRUCTION FENCE TO REMAIN IN PLACE DURING
ALL CONSTRUCTION ACTIVITY. NO GRADING, STORAGE, PARKING OR
DISTURBANCE SHALL OCCUR IN THIS AREA.
B. TREE PROTECTION FENCE TO BE INSTALLED AND APPROVED BY COR
PRIOR TO ANY GRADING OR CLEARING ON SITE. NO ACCESS TO
PROTECTED AREA SHALL BE PERMITTED EXCEPT FOR MAINTENANCE
OF FENCE AND/OR PLANT MATERIAL.
GENERAL NOTES
TYP.
M
I N
M
I N
PLACE FENCING AT DRIP LINE, MIN.
OR AS DIRECTED BY COR ON-SITE
M
I N
M
I N
FENCE ELEVATION ELEVATION
PLAN
TYP.
SEC
D
SEC
D
19' Rad. Dripline (Quercus virginiana)
15"Ø Southern Live Oak
22' Rad. Dripline (Quercus virginiana)
13"Ø Southern Live Oak
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
SEC
D
SEC
D
19' Rad. Dripline (Quercus virginiana)
15"Ø Southern Live Oak
22' Rad. Dripline (Quercus virginiana)
13"Ø Southern Live Oak
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
A-101
COLUMBARIUM B PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
0 5'
1/8 INCH = 1 FOOT
10' 15'1'
EXISTING
ORNAMENTAL
FENCE
SECTION 53
EXISTING STORM
SEWER LINE
SECTION N
COLUMBARIUM WALL NUMBER
CONCRETE
LIME STONE CAP
BRICK VENEER -SECTION
BRICK VENEER -ELEVATION
VEHICULAR CONCRETE
COLUMBARIUM UNDERDRAIN SYSTEM,
SEE CIVIL
FLOWER WATER STATION SEE A-504.
BENCH SEE A-504.
8 OZ. NONWOVEN FILTER FABRIC
EXISTING FIBER OPTIC LINE
EPDM
LEGEND AND SYMBOLS
KEYED NOTES
NOT ALL KEYED NOTES ARE
USED ON EVERY SHEET
1. COLUMBARIUM -TYPE 1
2. COLUMBARIUM -TYPE 2
3. COLUMBARIUM -TYPE 3
4. PLANTER, SEE LANDSCAPE
5. FLOWER WATER STATION, SEE E4/A-504
6. 4" CONCRETE SIDEWALK / PLAZA, 6" BASE &
12" MIN. COMPACTED FILL SUPPORTED ON
RAMMED AGGREGATE PIERS DESIGNED BY
CONTRACTOR, SEE B9/C-501
7. BENCH, SEE E9&F9/A-504
8. CONCRETE CURB AND GUTTER, SEE D5/C-501
9. ADA CURB RAMP, SEE F9/C-501
10. BOLLARD, REMOVABLE, SEE F5/C-502
11. COLUMBARIUM IDENTIFICATION SIGN, SEE
B1/A-504.
12. PLAZA LAYOUT SIGN, SEE E1 & F3/A-504.
13. 12" WIDE DECORATIVE GRAVEL AND
DRAINAGE STRIP, WITH 6" MIN., 3
8" TO 12"
DECORATIVE WASHED AGGREGATE OVER 1
2" WASHED DRAIN ROCK, WRAPPED IN 8OZ
NON WOVEN FILTER FABRIC W/
UNDERDRAIN, SEE C7/A-501 AND CIVIL.
14. GRATED INLET, SEE C-105.
SFTM
10 -TYP
10 -TYP
13 -TYP13 -TYP
13 -TYP13 -TYP
4'-1
4'-0" 4'-0" 6'-0"
4'-7
4'-0" 4'-0" 4'-7
" 4'-0" 4'-0"
4'-7
6'-0" 4'-0" 4'-0" 6'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 6'-0" 4'-0" 4'-0" 6'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 6'-0" 4'-0" 4'-0" 6'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 6'-0" 4'-0" 4'-0" 6'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 4'-0" 4'-0" 4'-7
" 6'-8
3 8
5 8
3 4
S
E
A
N
M
F
IT
Z
P
A
T
R
I
C
K
R
E
G
O
R
E
G
I
S
T
E
R
E
D A
R
C
H
I
T
E
C
T
S
T
A
T
LO
U
I
S
I
A
N
A
01/18/2021
ADDITIVE BID ALTERNATE 1BASE BID
SEE G-001
Bid Alternative 1 is not included in this solicitation.
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
COLUMBARIUM B PLAN
E5
B
24'-4 1/2"2'-0 1/8"
28'-4 3/4"
2'-0 1/8"8'-1 1/2"2'-0 1/8"
12'-1 3/4"
2'-0 1/8" 16'-3"2'-0 1/8"
20'-3 1/4"
2'-0 1/8"
1'-11 5/8" 1'-11 5/8"4'-0 1/2" 4'-0 1/2" 1'-11 5/8" 1'-11 5/8"4'-0 1/2" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/2" 1'-11 5/8" 4'-0 1/2" 4'-0 1/4" 4'-0 1/4" 4'-0 1/2" 1'-11 5/8"
4' -7
/8
4' -7
/8
4' -7
/8
7' -6
7' -6
7' -6
7' -6
F2
A-501
F2
A-501
F2
A-501
F5
A-501
F5
A-501
F5
A-501
24'-4 1/2"2'-0 1/8"
28'-4 3/4"
2'-0 1/8"
4' -7
/8
8'-1 1/2"
12'-1 3/4"
4' -0
4'
-7
/8
/1 6"
/1 6"
16'-3"
20'-3 1/4"
4' -7
/8
2'-0 1/8" 2'-0 1/8"2'-0 1/8" 2'-0 1/8"
4' -0
/1
6"
/1
6"
4' -0
/1
6"
/1
6"
F2
A-501
F2
A-501
F2
A-501
COLUMBARIUM ELEVATIONS AND
CAP PLANS
A-201
SFTM
0 5'
1/4 INCH = 1 FOOT
10'1'
1. CONCRETE CURB AND GUTTER, SEE D5/C-501
2. 4" CONCRETE SIDEWALK / PLAZA, 6" BASE &
12" MIN. COMPACTED ENGINEERED FILL
SUPPORTED ON RAMMED AGGREGATE
PIERS DESIGNED BY CONTRACTOR, SEE
B9/C-501.
3. SIGN, SEE A-504.
4. 8" CMU -GROUTED SOLID, SEE F8-S101.
5. DOUBLE SIDED COLUMBARIUM WALL -TYP.
6. BENCH, SEE E9&F9/A-504.
7. FLOWER WATER STATION, SEE A-504.
8. CUT LIMESTONE CAP.
9. PRECAST CONCRETE NICHE UNIT, SEE A-503.
10. BRICK VENEER W/ STAINLESS 304 STEEL
ANCHORS. PROVIDE WEEPS @ 24" O.C.
11. CONC. FOUNDATION OR FOOTING, SEE S-101
12. PERFORATED STORM DRAIN SYSTEM, SEE
CIVIL SHEETS.
13. 12" WIDE DECORATIVE GRAVEL AND
DRAINAGE STRIP, WITH 6" MIN., 3
8" TO 12"
DECORATIVE WASHED AGGREGATE OVER 1
2" WASHED DRAIN ROCK, WRAPPED IN 8OZ
NON WOVEN FILTER FABRIC W/
UNDERDRAIN, SEE C7/A-501 AND CIVIL.
14. RECESSED STAINLESS STEEL WELD PLATE
AT END OF BACK TO BACK PRECAST UNIT,
SEE B2/A-503.
15. GRAY GRANITE NICHE COVER, SUPPLIED BY
GOVERNMENT AND INSTALLED BY
CONTRACTOR.
16. NOT USED
17. ALL JOINTS TO BE FILLED WITH BACKER ROD
AND SEALANT.
18. LEVELING GROUT OR S.S SHIMS ON
CONTINUOUS EPDM MEMBRANE.
19. 3
8" X 4" S.S. PINS INTO CAP. AFTER CAPS
HAVE BEEN SET, LOOSE-FIT PIN, SECURE PIN
W/ NON-SHRINK GROUT (DO NOT GROUT PIN
TO CAP)
20. 12" X 7" S.S. ANCHOR BOLT RECESSED, SEAL
WITH GROUT.
21. 12" EXPOSED CONCRETE FACE.
22. RAMMED AGGREGATE PIERS, SIZE AND
SPACING TO BE DESIGNED BY CONTRACTOR
PER SPEC 31 66 13
23. NOT USED
24. CAST BRONZE COLUMBARIUM ID NUMBER,
SEE B3/A-502.
25. CAST BRONZE COLUMN NUMBERS (1- EVERY
10 COLUMNS) AND ROW LETTERS (2- EACH
ROW), SEE B3/A-502.
26. INSTALL WEEPS AT 24" O.C AND FLASHING
AT BASE OF ALL BRICK.
27. CAST BRONZE COLUMBARIUM COURT ID
NUMBERS ON NORTH ENDS OF WALLS, SEE
C3/A-502. ALSO PROVIDE ON THE EXISTING
COLUMBARIUM 'A' END WALLS.
KEYED NOTES
COLUMBARIUM WALL NUMBER
CONCRETE
LIME STONE CAP
BRICK VENEER -SECTION
BRICK VENEER -ELEVATION
VEHICULAR CONCRETE
COLUMBARIUM UNDERDRAIN SYSTEM,
SEE CIVIL
FLOWER WATER STATION SEE A-504.
BENCH SEE A-504.
8 OZ. NONWOVEN FILTER FABRIC
EXISTING FIBER OPTIC LINE
EPDM
LEGEND AND SYMBOLS
NOT ALL KEYED NOTES ARE
USED ON EVERY SHEET
25 17
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
INSIDE
EDGE
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EDGE
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EDGE
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COLUMBARIUM WALL TYPE 1
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COLUMBARIUM WALL TYPE 2
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COLUMBARIUM WALL TYPE 3
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COLUMBARIUM CAP TYPE 1
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COLUMBARIUM CAP TYPE 2
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COLUMBARIUM CAP TYPE 3
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END WALL -TYP
AutoCAD SHX Text B9
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COLUMBARIUM PLAN TYPE 1
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COLUMBARIUM PLAN TYPE 2
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COLUMBARIUM PLAN TYPE 3
C6
A-501 C7
A-502 B7
A-502 A7
B
COLUMBARIUM SECTIONS &
DETAILS
A-501
SFTM
4'-7 5/8"
SEE STRUCT
VARIES
SEE C-106
B.O.F. ELEV
S E
E
S
T R
U C
T
EXISTING SOIL
1. CONCRETE CURB AND GUTTER, SEE D5/C-501
2. 4" CONCRETE SIDEWALK / PLAZA, 6" BASE &
12" MIN. COMPACTED ENGINEERED FILL
SUPPORTED ON RAMMED AGGREGATE
PIERS DESIGNED BY CONTRACTOR, SEE
B9/C-501.
3. SIGN, SEE A-504.
4. 8" CMU -GROUTED SOLID, SEE F8-S101.
5. DOUBLE SIDED COLUMBARIUM WALL -TYP.
6. BENCH, SEE E9&F9/A-504.
7. FLOWER WATER STATION, SEE A-504.
8. CUT LIMESTONE CAP.
9. PRECAST CONCRETE NICHE UNIT, SEE A-503.
10. BRICK VENEER W/ STAINLESS 304 STEEL
ANCHORS. PROVIDE WEEPS @ 24" O.C.
11. CONC. FOUNDATION OR FOOTING, SEE S-101
12. PERFORATED STORM DRAIN SYSTEM, SEE
CIVIL SHEETS.
13. 12" WIDE DECORATIVE GRAVEL AND
DRAINAGE STRIP, WITH 6" MIN., 3
8" TO 12"
DECORATIVE WASHED AGGREGATE OVER 1
2" WASHED DRAIN ROCK, WRAPPED IN 8OZ
NON WOVEN FILTER FABRIC W/
UNDERDRAIN, SEE C7/A-501 AND CIVIL.
14. RECESSED STAINLESS STEEL WELD PLATE
AT END OF BACK TO BACK PRECAST UNIT,
SEE B2/A-503.
15. GRAY GRANITE NICHE COVER, SUPPLIED BY
GOVERNMENT AND INSTALLED BY
CONTRACTOR.
16. NOT USED
17. ALL JOINTS TO BE FILLED WITH BACKER ROD
AND SEALANT.
18. LEVELING GROUT OR S.S SHIMS ON
CONTINUOUS EPDM MEMBRANE.
19. 3
8" X 4" S.S. PINS INTO CAP. AFTER CAPS
HAVE BEEN SET, LOOSE-FIT PIN, SECURE PIN
W/ NON-SHRINK GROUT (DO NOT GROUT PIN
TO CAP)
20. 12" X 7" S.S. ANCHOR BOLT RECESSED, SEAL
WITH GROUT.
21. 12" EXPOSED CONCRETE FACE.
22. RAMMED AGGREGATE PIERS, SIZE AND
SPACING TO BE DESIGNED BY CONTRACTOR
PER SPEC 31 66 13
23. NOT USED
24. CAST BRONZE COLUMBARIUM ID NUMBER,
SEE B3/A-502.
25. CAST BRONZE COLUMN NUMBERS (1- EVERY
10 COLUMNS) AND ROW LETTERS (2- EACH
ROW), SEE B3/A-502.
26. INSTALL WEEPS AT 24" O.C AND FLASHING
AT BASE OF ALL BRICK.
27. CAST BRONZE COLUMBARIUM COURT ID
NUMBERS ON NORTH ENDS OF WALLS, SEE
C3/A-502. ALSO PROVIDE ON THE EXISTING
COLUMBARIUM 'A' END WALLS.
KEYED NOTES
COLUMBARIUM WALL NUMBER
CONCRETE
LIME STONE CAP
BRICK VENEER -SECTION
BRICK VENEER -ELEVATION
VEHICULAR CONCRETE
COLUMBARIUM UNDERDRAIN SYSTEM,
SEE CIVIL
FLOWER WATER STATION SEE A-504.
BENCH SEE A-504.
8 OZ. NONWOVEN FILTER FABRIC
EXISTING FIBER OPTIC LINE
EPDM
LEGEND AND SYMBOLS
NOT ALL KEYED NOTES ARE
USED ON EVERY SHEET
1'-11 5/8"
VARIES
S E
E
S
T R
U C
T
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
12"
6"
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EXISTING SOIL
INSIDE
EDGE
SEE C-106
B.O.F. ELEV
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TYP COLUMBARIUM WALL NUMBERING
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NTS
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UNDERDRAIN AT COLUMBARIUM
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F5
1134"1178" 1'-1158"
16"
16"
4'-758"
4"
16"
16"511
16"
1"
2"
2"
16"
16"
2"
VERTICAL WEEP
VENT
CUT STONE CAP
JOINT SEALANT
BACKER ROD
T.O. NICHE UNIT
CONTINUOUS
EPDM MEMBRANE
PIER BRICK
VENEER
PROVIDE SMOOTH
SURFACE ON BRICK
FACE AT AREA TO
RECEIVE SEALANT &
BACKER ROD
SEALANT
BACKER ROD
CONCRETE CONCRETE
SEALANT
BACKER ROD
BRICK VENEER
CONCRETE
SEALANT
BACKER ROD
BRICK VENEER
STONE VENEER
PROVIDE SMOOTH
SURFACE ON BRICK
FACE AT AREA TO
RECEIVE SEALANT
AND BAKER ROD
PROVIDE SMOOTH
SURFACE ON BRICK
FACE AT AREA TO
RECEIVE SEALANT
AND BAKER ROD1"
1/2"
1"
1/2"
1"
1/2"
1/ 2"
A-502
COLUMBARIUM NUMBERING PLAN &
DETAILS
NOTES:
1. CAST BRONZE PLAQUES, LETTERS AND NUMBERS SHALL MATCH EXISTING .
2. STAINLESS STEEL STUDS SHALL BE USED.
3. IMPRINT TO BE HORIZONTALLY BRUSHED SATIN BRONZE.
4. INFILL COLOR TO BE VICTOR STANLEY BRONZE W/ PEBBLE FINISH OR MATCH EXISTING.
5. 1
8" PROJECTION STUD MOUNTED
BACKER ROD
SEALANT
COLOR TO MATCH CAP
CONTINUOUS EPDM MEMBRANE, ACROSS
LENGTH OF WALL
STAINLESS STEEL FLASHING WITH EDGES TURNED
UP 1/4" TO 3/8" -FULL WIDTH OF NICHE UNITS
MASONRY WEEP VENT FLUSH WITH FACE
OF NICHE UNIT, SECURED EA. SIDE WITH
CAULK
1/2"
GROUT
3"
CUT LIMESTONE
CAP (TYPICAL)
PRECAST COLUMBARIUM
NICHES (TYPICAL)
1/2" 1/8"
CAST BRONZE PLAQUE,
LETTERING & NUMBERING;
ANCHORED AS SHOWN
COLUMBARIUM CAP OR
BRICK
1/2" X 2" LONG STAINLESS
STEEL BOLT EPOXIED INTO
LIMESTONE CAP OR BRICK.
SECTION A-A
N.T.S.
NICHE ROW ID
ELEVATION
NTS
A
2" THICK X 2 1
2" ROUND CAST BRONZE
PLAQUE W/ 1 1
8" TALL FONT TO MATCH
EXISTING ROW LABEL LETTERING.
1 1/8"
A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
BILOXI NATIONAL CEMETERY
COLUMBARIUM BURIAL
EXPANSION
Biloxi, MS
832CM3035
N/A Project Director
01/18/2022Revisions: Date:
Stephen Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32
BID DOCUMENTS
VCI Project Management Construction Management Engineering
SFTM
8"
2 1/2"
VARIES
1. CONCRETE CURB AND GUTTER, SEE D5/C-501
2. 4" CONCRETE SIDEWALK / PLAZA, 6" BASE &
12" MIN. COMPACTED ENGINEERED FILL
SUPPORTED ON RAMMED AGGREGATE
PIERS DESIGNED BY CONTRACTOR, SEE
B9/C-501.
3. SIGN, SEE A-504.
4. 8" CMU -GROUTED SOLID, SEE F8-S101.
5. DOUBLE SIDED COLUMBARIUM WALL -TYP.
6. BENCH, SEE E9&F9/A-504.
7. FLOWER WATER STATION, SEE A-504.
8. CUT LIMESTONE CAP.
9. PRECAST CONCRETE NICHE UNIT, SEE A-503.
10. BRICK VENEER W/ STAINLESS 304 STEEL
ANCHORS. PROVIDE WEEPS @ 24" O.C.
11. CONC. FOUNDATION OR FOOTING, SEE S-101
12. PERFORATED STORM DRAIN SYSTEM, SEE
CIVIL SHEETS.
13. 12" WIDE DECORATIVE GRAVEL AND
DRAINAGE STRIP, WITH 6" MIN., 3
8" TO 12"
DECORATIVE WASHED AGGREGATE OVER 1
2" WASHED DRAIN ROCK, WRAPPED IN 8OZ
NON WOVEN FILTER FABRIC W/
UNDERDRAIN, SEE C7/A-501 AND CIVIL.
14. RECESSED STAINLESS STEEL WELD PLATE
AT END OF BACK TO BACK PRECAST UNIT,
SEE B2/A-503.
15. GRAY GRANITE NICHE COVER, SUPPLIED BY
GOVERNMENT AND INSTALLED BY
CONTRACTOR.
16. NOT USED
17. ALL JOINTS TO BE FILLED WITH BACKER ROD
AND SEALANT.
18. LEVELING GROUT OR S.S SHIMS ON
CONTINUOUS EPDM MEMBRANE.
19. 3
8" X 4" S.S. PINS INTO CAP. AFTER CAPS
HAVE BEEN SET, LOOSE-FIT PIN, SECURE PIN
W/ NON-SHRINK GROUT (DO NOT GROUT PIN
TO CAP)
20. 12" X 7" S.S. ANCHOR BOLT RECESSED, SEAL
WITH GROUT.
21. 12" EXPOSED CONCRETE FACE.
22. RAMMED AGGREGATE PIERS, SIZE AND
SPACING TO BE DESIGNED BY CONTRACTOR
PER SPEC 31 66 13
23. NOT USED
24. CAST BRONZE COLUMBARIUM ID NUMBER,
SEE B3/A-502.
25. CAST BRONZE COLUMN NUMBERS (1- EVERY
10 COLUMNS) AND ROW LETTERS (2- EACH
ROW), SEE B3/A-502.
26. INSTALL WEEPS AT 24" O.C AND FLASHING
AT BASE OF ALL BRICK.
27. CAST BRONZE COLUMBARIUM COURT ID
NUMBERS ON NORTH ENDS OF WALLS, SEE
C3/A-502. ALSO PROVIDE ON THE EXISTING
COLUMBARIUM 'A' END WALLS.
KEYED NOTES
COLUMBARIUM WALL NUMBER
CONCRETE
LIME STONE CAP
BRICK VENEER -SECTION
BRICK VENEER -ELEVATION
VEHICULAR CONCRETE
COLUMBARIUM UNDERDRAIN SYSTEM,
SEE CIVIL
FLOWER WATER STATION SEE A-504.
BENCH SEE A-504.
8 OZ. NONWOVEN FILTER FABRIC
EXISTING FIBER OPTIC LINE
EPDM
LEGEND AND SYMBOLS
NOT ALL KEYED NOTES ARE
USED ON EVERY SHEET
COLUMBARIUM WALL
ID ELEVATION
NTS
-TYPICAL ALL WALLS
COLUMBARIUM ID #
-TYPICAL ALL WALLS
2" THICK X 5 1
2" ROUND CAST BRONZE
PLAQUE W/ 2 1
2" TALL FONT TO MATCH
EXISTING ID LABEL NUMBERING.
2 1/2"
A 8"
5 1/2"
NICHE COUMN ID
ELEVATION
NTS
2" THICK X 2 1/2" ROUND CAST BRONZE
PLAQUE W/ 1" TALL FONT TO MATCH
EXISTING COLUMN LABEL NUMBERING.
1"
A 8"
2 1/2"
AA A
BA6"
A
A
NOTES:
1. CAST BRONZE NUMBER PLAQUES.
2. STAINLESS STEEL STUDS SHALL BE USED
3. IMPRINT TO BE HORIZONTALLY BRUSHED SATIN BRONZE.
4. 1
8" PROJECTION STUD MOUNTED
EXISTING COLUMBARIUM 1
2 - REQUIRED.
NEW COLUMBARIUM 2
5 - REQUIRED.
6"
A
A
8 12"
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CONC TO BRICK
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STONE CAP DRIP DETAIL
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COLUMBARIUM COURT ID NUMBER
C3
| 832CM3035-BD-LP402 |
| LP402 |
| 832CM3035-BD-LP501 |
| LP501 |
| 832CM3035-A-101-A-101 |
| A-101 |
| 832CM3035-A-201-A-201 |
| A-201 |
| 832CM3035-A-501-A-501 |
| A-501 |
| 832CM3035-A-502-A-502 |
| A-502 |
| 832CM3035-S-102-S-102 |
| S-102 |
File details come from the government source that posted it. Updated .