LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 2 of 6.pdf
PDF 10 MB Posted
- Solicitation number
- 36C78624B0023
About this file
This document appears to be a set of amended drawings related to a federal contract opportunity for facility maintenance and repairs at the Los Angeles National Cemetery. The associated federal contract opportunity, identified as Solicitation Number 36C78624B0023, is for maintenance, repairs, and a Facility Condition Assessment (FCA) at the Los Angeles National Cemetery. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. The document contains reduced-size drawings that were amended as part of the bid package for this contract opportunity.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
EROSIOIN & TREE PROTECTION
GENERAL NOTES AND DETAILS
CG101
GENERAL NOTES:
1. ALL DEBRIS/MATERIAL TRACKED ONTO PUBLIC STREETS SHALL BE CLEANED
IMMEDIATELY.
2. ALL DEBRIS / MATERIAL TRACKED ONTO CEMETERY STREETS SHALL BE CLEANED
AT THE END OF EACH WORK DAY.
3. CONTRACTOR MAY PLACE AN ADDITIONAL CONCRETE WASHOUT AREA WITHIN
THE CEMETERY PROPERTY AT NO ADDITIONAL COST TO THE GOVERNMENT.
3.1. CONCRETE WASHOUT AREA LOCATION SHALL BE APPROVED BY THE COR IN
WRITING PRIOR TO INSTALLATION.
4. CURB INLET SEDIMENT TRAPS SHALL BE INSTALLED ON ALL DOWNSTREAM CURB
INLETS OF ANY SITE WORK AND SHALL REMAIN IN PLACE AND ROUTINELY
MAINTAINED UNTIL THE COMPLETION OF THE ADJACENT SITE WORK AS
DETERMINED IN WRITING BY THE COR.
4' MIN.
2.5' MIN.
1.
5'
M
IN
2.
5' M
IN
1.5' MIN.
28"
6" TRENCH
6' MAX. O.C.
2"
6"
EXISTING GROUND
2"X4" WOOD STUDS
OR APPROVED EQUAL FILTER FABRIC SILT FENCE
(TYPE A)
SCALE: NTS
SILT FENCEF5
CONCRETE
WASHOUT
LETTERS A MINIMUM
OF 5" IN HEIGHT
CONCRETE WASHOUT SIGN DETAIL
STAKE
(TYP.)
STRAW BALE
(TYP.)
VARIES
5' MIN.
VA
R
IE
S
5' M
IN
PLAN
TYPE "ABOVE GRADE"
WITH STRAW BALES
BINDING
WIRE
STRAW BALE
STAPLES 18" DIA. 4" STAPLE
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
WOOD OR METAL
STAKES
(2 PER BALE)
SECTION B-B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN
FIELD.
2. INSTALL CONCRETE WASHOUT
SIGN (24"X24", MINIMUM) WITHIN
30' OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
3. TEMPORARY WASHOUT AREA
MUST BE AT LEAST 50' FROM A
STORM DRAIN, CREEK BANK OR
PERIMETER CONTROL.
4. CLEAN OUT CONCRETE
WASHOUT AREA WHEN 50% FULL.
5. THE KEY TO FUNCTIONAL
CONCRETE WASHOUTS IS
WEEKLY INSPECTIONS, ROUTINE
MAINTENANCE, AND REGULAR
CLEAN OUT.
6. SILT FENCE SHALL BE INSTALLED
AROUND PERIMETER OF
CONCRETE WASHOUT AREA
EXCEPT FOR THE SIDE UTILIZED
FOR ACCESSING THE WASHOUT.
7. A ROCK CONSTRUCTION
ENTRANCE MAY BE NECESSARY
ALONG ONE SIDE OF THE
WASHOUT TO PROVIDE VEHICLE
ACCESS.
IMPERVIOUS
LINER
SCALE: NTS
CONCRETE WASHOUT AREAF2
8" CONCRETE BLOCK WRAPPED IN FILTER
FABRIC (AMOCO CEF-2019) WITH HOLES IN
BLOCKS FACE ROADWAY OR APPROVED EQUAL
SCALE: NTS
CURB INLET SEDIMENT TRAPF9
SCALE: NTS
TREE PROTECTION FENCEB2
METAL STAKES
@ 6' O.C. (TYP)
4' MIN
1' MIN.
HIGH VISIBILITY ORANGE
VINYL CONSTRUCTION
FENCING
FENCING REPLACEMENT NOTES:
1. SILT FENCE SHALL BE PLACED ON THE DOWNSTREAM SIDE OF ALL FENCING
REPLACEMENT LOCATIONS AND SHALL REMAIN IN PLACE AND ROUTINELY
MAINTAINED UNTIL THE COMPLETION OF WORK AS DETERMINED IN WRITING BY
THE COR.
2. CURB INLET SEDIMENT TRAPS SHALL BE INSTALLED ON ALL DOWNSTREAM
CURB INLETS OF THE SITE WORK.
FLOWER WATER STATION NOTES:
1. SILT FENCE SHALL BE PLACED ALONG THE ENTIRE PERIMETER OF THE SITE
WORK AND SHALL REMAIN IN PLACE AND ROUTINELY MAINTAINED UNTIL THE
COMPLETION OF WORK AS DETERMINED IN WRITING BY THE COR.
2. CURB INLET SEDIMENT TRAPS SHALL BE INSTALLED ON ALL DOWNSTREAM CURB
INLETS OF THE SITE WORK.
DRAINAGE CANAL NOTES:
1. A CHECK DAM (OR APPROVED EQUAL) SHALL BE PLACED ON THE DOWNSTREAM
END OF THE DRAINAGE CANAL AND SHALL REMAIN IN PLACE AND ROUTINELY
MAINTAINED UNTIL THE COMPLETION OF WORK AS DETERMINED IN WRITING BY
THE COR.
TREE PROTECTION NOTES:
1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF
ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH
AS HAND DIGGING TO LOCATE ROOTS.
2. TREE PROTECTION FENCING SHALL BE INSTALLED
AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN
THE LIMITS OF DISTURBANCE FOR CONSTRUCTION
ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL
EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE
DRIP LINE OF THE TREE, WHICHEVER IS GREATER.
(TYP)
3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH
DIAMETER MUST BE APPROVED AND SUPERVISED BY A
LICENSED ARBORIST.
4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL
TREES FROM DAMAGE BY DEMOLITION OPERATIONS.
ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS
SHALL BE REPLACED WITH A TREE OF THE SAME
SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE
CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE
(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND
SHALL PROVIDE A CREDIT TO THE OWNER FOR THE
MONETARY DIFFERENCE IN VALUE.
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
NOTES:
1. DOUBLE ROWS OF SILT FENCE
SHALL BE SPACED 12"-18" APART.
AutoCAD SHX Text
%%UFRONT VIEW
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%%USIDE VIEW
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DRIP LINE OF TREE
36" DIA EUC
36" DIA EUC
29"39"39"
24"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED EROSION PLAN - PRIVACY
FENCING AT WATER VALVES (BASE BID)
CG401
VICINITY MAP
NOT TO SCALE
AOI
0 10 20
1 INCH = 10 FEET
LEGEND AND SYMBOLS
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
EXISTING CHAIN LINK FENCING
SILT FENCING
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
IRB
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IRB
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IRB
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IRB
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OBSCURED AREA
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HERE
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HERE
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WAIT
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WAIT
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ONLY
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ONLY
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AutoCAD SHX Text 399.94
AutoCAD SHX Text
AutoCAD SHX Text 330.36
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AutoCAD SHX Text 382.31
M
OFF
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IT
E
BU
ILD
IN
G
OFF
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IT
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BU
ILD
IN
G
OFF
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IT
E
BU
ILD
IN
G
OFF
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IT
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BU
ILD
IN
G
23"
25"
8"
24"
15"
18"
6"
7"
7" 6" 12"
8"
7"
14" 28" 8"
14"
14"
14"
18"
29" 23"
8"
15"
13"
6"
7"
8" 8"
7"36"
48"
7"
6"
8"
36"
8"
16"
6"
16"6"
16"
17"
18"
24"
18"
6"
28"
14"
15" 37"
11"
21"
15"
17" 16" 12"
14" 16"
18"
40"
27"24"
31"
48"
23"
31"
22"
22"
36" DIA.
398 399 401 402 403
395 394 393
392 391
6 385
396 395
-3 .2
-7.0%
3.1%
-3 .0
-2 .9
-2 .9
-3 .0
-2.2%
-1.9%
-1.2% -2.1%
5.0%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED EROSION PLAN - DUMPSTER
AND SPOILS AREA (BASE BID)
CG402
0 20 40
1 INCH = 20 FEET
KEYED NOTES
1. SINGLE ROW SILT FENCE, SEE SHEET CG101.
2. DOUBLE ROW SILT FENCE, SEE SHEET CG101.
LEGEND AND SYMBOLS
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
EXISTING CHAIN LINK FENCING
VICINITY MAP
NOT TO SCALE
AOI
VETERAN AVE
SILT FENCING
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE TEMPORARY
DUMPSTER LOCATION WITH CEMETERY STAFF.
2. CONTRACTOR SHALL COORDINATE TEMPORARY
SPOILS AND MATERIAL STORAGE LOCATION WITH
CEMETERY STAFF.
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OBS
AutoCAD SHX Text 391.6
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CONC
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OBSCURED AREA
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OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text 391.6
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
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HERE
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WAIT
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WAIT
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AutoCAD SHX Text
382.31
24" DIA EUC36" DIA EUC
24" DIA EUC48" DIA EUC
24" DIA EUC
24" DIA EUC24" DIA EUC
12" DIA EUC
48" DIA EUC
36" DIA EUC
12" DIA EUC
12" DIA EUC
24" DIA EUC
18" DIA EUC
36" DIA EUCALYPTUS
8" DIA EUC
12" DIA EUC
8" DIA EUC
8" DIA EUC
12" DIA EUC
24" DIA EUC
48" DIA EUC
36" DIA EUC
12" DIA EUC
36" DIA EUC
36" DIA EUC
36" DIA EUC
36" DIA EUC
24" DIA HYPSERPA NITIDA
24" DIA HYPSERPA NITIDA
24" DIA PINE
36" D
IA P
ALM
36"
DIA
PAL
M
24" D
IA PAL
M
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BU
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ON-S
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BUILDING
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BUILD
IN
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IN
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BU
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IN
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ILD
IN
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ILD
IN
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ILD
IN
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IN
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17"
12" 8"
50"
50"
6"
6"
4"
8"
12"
12"
8"
8"
8"
12"
6"
6"
40"
6"
6"
6"
12"
6"
6"
6"
24"
6"
6"
25"
4"
13" 12"
36"
34"
20"
10"
14"
14" 6"
29"
21"
27"
55"
30" 20"
27"
15"
12"
15"
9"9"
9"10"
30"
42"
6" 6" 13"
9"9"
7" 10"
6"
10" 11"
8"
8"
12"
6"
6"8"
7"
10"
27"
18"
19"
10"
24"
15" 26"
32"
18"
18"
10"
28"
9"
7"
33"
26"
33"
38"
3"
7"
5" 18"
9"
10" 6"
20" 24"
18" 12"
7" 25"
24"
19"
12" 14"
24"
18"
36" 40"
24"
16"
10"
13"
8"
27" 15"
32"
57" 15"
14"
20"
7"
27"
37" 25" 18" 20" 32" 19"
31"
33"
40"
26" 19"
11"13"16"
13"30"10"17"16"10"36"
18"
19"
24"
16"
27"17"
35"
8"
31"16"
18" 12" 9" 11" 16" 8" 7" 8" 12" 12" 6" 12" 12" 11"
43" 16"
14" 27"
29"
24"
15"20"17"
19"25"14"
31"
22"
18"22"17"
19"
12" 10" 8" 8" 10" 13" 9" 10" 13" 23" 12" 6" 8" 8" 18" 16" 16" 10" 13"
34"
19"14"
20"
15"14"
15" 12"
38"
15" 12" 14" 17"
21"
13"16"10"12"
19"
10"
18" 11" 12"
13"
40"
48" 43"
48"
30"
18"
20"
26"
14" 15"
15" 15"
31"
58"
21"
25"
19"
23"
29"
16"
7"
16"
18"
32"
26"
12"
10"
27"
34"
36"
17"
39"
8"
23"
18"
12"
30"
16"
34"
41"
14" 15"
25"
27"
19"
9"
13"
18"
13"
30"
15"
23" 18"
23"
21"
19"
15"
16"
14"
10"
9"
10"
23"
15"
15"
11"
9"
18"
19"
23"
24"30"33"31"40"31"
55" 29"39"39"29"37"24"18"33"32"42"27"29"29"25"27"
39"
18"
24"
20"28"
19"
15"
32"
24"
39"
70"
36"
47"
25"
32"
25"
42" 17" 52" 38" 28" 25" 42" 23" 23" 30" 42"
21" 27" 24" 19" 32" 37" 35" 21" 32"
35" 42"
16"12"14"16"18"12"17"14"14"19"
8"
9"
6"
9"
9"
46" 41" 33"
31"
26"
34" 37"
46" 37"
43" 45"
44"
40"49"
46"
19" 17" 16" 16" 18" 15" 18"
17" 23" 14" 16" 19"
24"
16"
27"
24"
20" 18" 18" 21"
24"
26"
23"
17"
16"
41"42"43"
44" 24" 18" 27" 4" 17" 19" 14" 18" 18" 18" 16" 18"
14"40"34"42"37"37"31"29"47"32"36"42"41"23"38"39"39"41"40"38"42" 46"
10"
12"
7"
17" 21" 15" 14" 18" 15" 15" 17" 14" 15"
29"
12"
16"
33"
17"
27"
37"
9"
12"
16"
10"
12"
11"
19"
23"
20"
25"
10"
7"
24"
14"
41"
45"37"31"37"38"31"39"49"43"34"
13"
11"
9"
11"
19" 15" 16" 17" 18" 21" 16" 17" 15" 17" 17" 14" 14" 37" 18"
10" 11"
15"
12"
16" 23"
10"
25"
17"
24"
35"
20"38"40"38"45"36"42"39"39"47"29"38"36"38"36"36"
15"
21"
14"
19"
24"
14"
11"
9"
39"
17"
12"
16"
19"
14"
13"
16"
14"
25"
16"
15"
17"
16"
16"
11"
19"
23"
25"
9"
19" 26" 27" 15" 21" 29"
40"
51"
8"
7" 7"
14" 13"
10" 13"
24"
15"
8" 18"
6"
7"
7" 6" 12"
8"
7"
14" 28" 8"
14"
14"
14"
18"
29" 23"
8"
15"
13"
6"
7"
8" 8"
7"36"
48"
7"
6"
8"
36"
8"
16"
6"
16"6"
16"
17"
18"
24"
18"
6"
28"
14"
15" 37"
11"
21"
15"
17" 16" 12"
14" 16"
18"
16"
40"
27"24"
34"
6"
21"
58"
31"
48"
15"
25"
23"
31"
34"
16"
34"
14"
10"
9"
4"
5"
13"
17"
15"
32"
13"
14" 19"
11"
12"
13"
16" 12"
12"
14" 18"
18"72"
8"
10"10"
10" 8"6"
6"
6"
28"45"43"19"16"42"45"14"44"10"34"42" 36"12"43"44"8"x443"44"35"36"46"
19"
4" 4" 2"
12"
15"
18"
23" 26" 32" 20" 25" 24" 26" 26" 28" 15" 26" 23" 17" 24" 23"
16" 24"
18"
20"
18" 19" 18" 28"
20"
26"
17"
18"
21"
16"
16"
18"
8"
6"
6"
8"
4"
8"
6"
8"
25"
25"
27"19"38"47"43"36"43"37"11"20"40"11"41"43"44"13"16"37"
26"
51"
24"
12"
23"
20"
18"
23"
23"
18"
23"
25"
15"
4"
28"
28"
33"
32"
32"
28"
28"
25"
24"
25"
25"
25"
36"
34"
36" 6"
6" 6"
6" 6"
6"6"x7
27"
5"
22"
22"
22"
22"
22"
22"
22"
22"
22"22"22"
22"
22"
22"
23"
23"
6"
4"
4"
4"
X
X
X
X
X
36" DIA.
24" DIA.
36" DIA.
LARGE MULTI TRUNK
36" DIA.
42" DIA.
24" DIA.
36" DIA.
48" DIA.
MULTI TRUNK
48" DIA.
12" DIA.
36" DIA.
8" DIA.
36" DIA.
36" DIA.
16" DIA.
8" DIA.
8" DIA.
8" DIA.
18" DIA.
8" DIA.
36" DIA.
STUMP
24" DIA EUC
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
DEMOLITION PLAN - FLOWER WATER
STATIONS, SITE SIGNAGE & SECTION
MARKERS, BASE BID)
CD101
0 150 300
1 INCH = 150 FEET
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
EX. CHAIN LINK FENCING
EX. FLOWER WATER STATION
EX. ROADWAY SIGN
EX. FLOWER WATER STATION W/
TRASH RECEPTACLES.
KEYED NOTES
1. REMOVE EXISTING FLOWER WATER STATION.
2. REMOVE EXISTING FLOWER WATER STATION WITH
TRASH RECEPTACLES.
3. REMOVE EXISTING CEMETERY MAP, CONCRETE
COLUMNS AND BASES.
4. REMOVE EXISTING ALUMINUM PANEL FROM SIGN POST.
SIGN POST AND COLLAR TO REMAIN. SEE GENERAL
NOTES BELOW.
5. REMOVE EXISTING SIGN POST AND ALUMINUM PANELS.
CONCRETE COLLAR TO REMAIN. SEE GENERAL NOTES
BELOW.
6. REMOVE EXISTING SIGN POST, ALUMINUM PANELS AND
COLLAR. SEE GENERAL NOTES BELOW.
7. REMOVE AND REPLACE EXISTING "ATTENTION VISITORS"
ALUMINUM PANEL. SIGN POST AND COLLAR TO REMAIN.
8. REMOVE EXISTING "STOP" AND "SPEED LIMIT 15"
ALUMINUM PANELS. SIGN POST AND COLLAR TO
REMAIN.
9. REMOVE AND REPLACE EXISTING WAYFINDING
ALUMINUM PANEL. SIGN POST AND COLLAR TO REMAIN.
10. REMOVE EXISTING WAYFINDING ALUMINUM PANEL,
POSTS AND COLLARS TO BE RELOCATED. SEE SHEET
C-101.
SIGN POST REPAIR NOTES:
1. CONTRACTOR SHALL CLEAN AND SEAL ALL EXISTING
CONCRETE SIGN POST AND COLLARS THAT ARE TO
REMAIN.
2. CONTRACTOR SHALL REPLACE ALL EXISTING SIGN
PANELS. SEE DETAIL F2/C-503.
1 1
TOUL AVE.
CHATEAU THIERRY AVE.
MARNE AVE.
SAINT MIHIEL AVE.
MEUSE AVE.
TO
U
L
AV
E.
C O
N
ST
IT
U
TI
O
N A
VE
SA
N
TI
AG
O D
R
SA
N
TI
AG
O D
R
AP
PO
M O
TT
O
X D
R
AMIENS AVE.
SOISSONS AVE.
ARGONNE AVE.
PERGOLA DR.
GETTYSBURG AVE.
SAN JUAN HILL AVE.
BUENA VISTA AVE.
ANTIETAM AVE.
LO
O
KO
UT
D R.
BE
LL
EA
U
W O
O D
D R
BE
LL
EA
U
W O
O D
D R
SH
IL
O H
D R
GENERAL NOTES:
1. CONTRACTOR SHALL PRESERVE AND PROTECT ALL
EXISTING LANDSCAPING AND IRRIGATION.
2. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF
WITH IMPORTED SOIL AND SOD PER TURF
RENOVATION SPECIES TO THE SATISFACTION OF
THE COR AT NO ADDITIONAL COST TO THE
GOVERNMENT. MODIFY ALL IMPACTED IRRIGATION
HEADS AS DIRECTED BY COR.
EX. CEMETERY MAP
SECTION MARKER REPAIR NOTES:
1. CONTRACTOR SHALL REPLACE ALL EXISTING 6 34"
ALUMINUM PANEL SECTION MARKERS SEE DETAIL
F5/C-503. CONCRETE COLUMNS AND BASES TO
REMAIN.
1.1. CONTRACTOR SHALL BID THE REPLACEMENT OF
400 ALUMINUM PANELS. SHOULD ADDITIONAL
SECTION MARKERS PANELS NEED TO BE
REPLACED, THEY SHALL BE REPLACED AT A
FIXED UNIT PRICE.
2. CONTRACTOR SHALL ACQUIRE WRITTEN
CONFIRMATION FOR SECTION NUMBERS PRIOR TO
INSTALLATION.
3. CONTRACTOR SHALL CLEAN AND SEAL ALL
CONCRETE SECTION MARKERS.
SCALE: NTS
SIGN POSTF1 SCALE: NTS
CEMETERY MAPF3 SCALE: NTS
ATTENTION VISITORSF6 SCALE: NTS
WAYFINDINGF8
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
1 REV. 001 - AMMENDED DRAWINGS 6/07/2024
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M
24" DIA EUC
24" DIA EUC
24" DIA EUC24" DIA EUC
12" DIA EUC
48" DIA EUC
36" DIA EUC
12" DIA EUC
12" DIA EUC
24" DIA EUC
18" DIA EUC
36" DIA EUCALYPTUS
8" DIA EUC
12" DIA EUC
8" DIA EUC
8" DIA EUC
12" DIA EUC
24" DIA EUC
48" DIA EUC
36" DIA EUC
12" DIA EUC
36" DIA EUC
OFF
-S
IT
E
BU
ILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
10"
27"
8"
7" 7"
14" 13"
10" 13"
24"
15"
8" 18"
6"
7"
7" 6" 12"
8"
7"
14" 28" 8"
14"
14"
14"
18"
29" 23"
8"
15"
13"
6"
7"
8" 8"
7"36"
48"
7"
6"
8"
36"
8"
16"
6"
16"6"
16"
17"
18"
24"
18"
6"
28"
14"
15" 37"
11"
21"
15"
17" 16" 12"
14" 16"
18"
16"
40"
27"24"
34"
6"
31"
48"
15"
25"
23"
31"
22"
22"
X
X
X
X
X
X
X
X
X
X
36" DIA.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
KEYED NOTES
1. REMOVE EXISTING CMU BLOCK STORAGE BINS.
2. REMOVE ANY EXISTING SOLID SURFACE FOUNDATION.
3. REMOVE EXISTING GRAVEL DRIVE.
4. REMOVE EXISTING TREES AND ALL ORGANIC MATERIAL
WITHIN ROADWAY, SEE GENERAL NOTES THIS SHEET.
5. RELOCATE EXISTING IRRIGATION VALVES AND BOXES.
ENLARGED DEMOLITION PLAN -
DUMPSTER AND SPOILS AREA (BASE
BID)
CD401
0 20 40
1 INCH = 20 FEET
GENERAL NOTES:
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
ASSOCIATED STUMP AND ROOT MASS FROM ALL
REMOVED TREES.
1.1. ALL ORGANIC MATERIAL UNDER ADJACENT
PROPOSED SOLID SURFACES SHALL BE REMOVED
AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. CONTRACTOR SHALL PRESERVE AND PROTECT ALL
EXISTING LANDSCAPING AND IRRIGATION.
3. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH
IMPORTED SOIL AND SOD PER TURF RENOVATION
SPECIES TO THE SATISFACTION OF THE COR AT NO
ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL
IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.
4. CONTRACTOR SHALL DISPOSE OF THE EXISTING
"WATER VALVE CAGE" LOCATED AT THE SPOILS AREA
AT NO ADDITIONAL COST TO THE GOVERNMENT, SEE
IMAGE THIS SHEET.
5. CONTRACTOR SHALL DISPOSE OF ALL ABANDONED
EQUIPMENT/FIXTURES LOCATED AT THE SPOILS AREA
AT NO ADDITIONAL COST TO THE GOVERNMENT.
5.1. CONTRACTOR SHALL GAIN APPROVAL FROM
CEMETERY STAFF PRIOR TO DISPOSAL OF ALL
EQUIPMENT/FIXTURES.
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
VICINITY MAP
NOT TO SCALE
AOI
VETERAN AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
SCALE: NTS
WATER VALVE CAGEF2
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4"
4"
ON-S
IT
E
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ILD
IN
G
17"
15"
13"
14" 19"
11"
12"
13"
24" DIA EUC36" DIA EUC
24" DIA EUC48" DIA EUC
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12" DIA EUC
48" DIA EUC
19"
23"
25"
24" DIA EUC
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED DEMOLITION PLAN - FULL
DEPTH ASPHLAT REMOVAL (BASE BID)
CD402
SCALE: 1" = 10"
GETTYSBURG AVENUEC7
SCALE: 1" = 10"
LOOKOUT DRIVEB4
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
0 10 20
1 INCH = 10 FEET
VICINITY MAP
NOT TO SCALE
SCALE: 1" = 10"
ANTIETAM AVENUEE3
AOI E3
KEYED NOTES
1. REMOVE AND REPLACE EXISTING ASPHALT FULL
DEPTH, SEE GENERAL NOTES THIS SHEET AND DETAIL
B2/C-501.
2. REMOVE AND REPLACE EXISTING CURB.
3. SAW CUT EXISTING ASPHALT.
4. REMOVE EXISTING TREES AND ALL ORGANIC MATERIAL
WITHIN ROADWAY.
GENERAL NOTES:
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
ASSOCIATED STUMP AND ROOT MASS FROM ALL
REMOVED TREES.
1.1. ALL ORGANIC MATERIAL UNDER ADJACENT
PROPOSED SOLID SURFACES SHALL BE REMOVED
AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT
PRIOR TO PAVING.
3. CONTRACTOR PRESERVE AND PROTECT EXISTING
STRUCTURES WITHIN DEMOLITION AREA.
4. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS ON
LOOKOUT DR. AND GETTYSBURG AVE. CONTRACTOR
SHALL GRADE ANTIETAM AVE. PER GRADING PLAN.
5. CONTRACTOR SHALL PRESERVE AND PROTECT ALL
EXISTING LANDSCAPING AND IRRIGATION.
6. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH
IMPORTED SOIL AND SOD PER TURF RENOVATION
SPECIES TO THE SATISFACTION OF THE COR AT NO
ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL
IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.
AOI B4
LO
O
KO
UT
D R
ANTIETAM AVE
GETTYSBURG AVE
G
ET
TY
SB
U R
G A
VE
AOI C7
50 LF ALONG CENTERLINE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
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OBSCURED AREA
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24" DIA HYPSERPA NITIDA
24" DIA HYPSERPA NITIDA
24" DIA PINE
12"
14"
14" 6"
29"
21"
27"
55"
30" 20"
27"
15"
12"
15"
9"9"
9"10"
30"
42"
26"
33"
38"
3"
7"
5" 18"
9"
10" 6"
57" 15"
14"
11"13"16"
13"30"10"17"16"10"36"
24"
16"
30"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED DEMOLITION PLAN -
DRAINAGE CANAL (BASE BID)
CD403
0 20 40
1 INCH = 20 FEET
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
VICINITY MAP
NOT TO SCALE
KEYED NOTES
1. REMOVE AND REPLACE EXISTING CONCRETE CANAL
BASE, SEE DETAIL B9/C-501.
2. PRESERVE AND PROTECT EXISTING CANAL WALL.
GENERAL NOTES:
1. CONTRACTOR SHALL MATCH EXISTING GRADES ALONG
CENTERLINE OF THE CANAL TO ENSURE POSITIVE
DRAINAGE. COR RESERVES THE RIGHT TO REJECT THE
WORK IF STANDING WATER EXISITS.
2. CONTRACTOR SHALL REPAIR DAMAGED CANAL WALL,
SEE DETAIL IMAGE E3 THIS SHEET.
2.1. CONTRACTOR SHALL REPAIR ALL DAMAGED TO
THE CANAL WALL CAUSED BY CONSTRUCTION
RELATED ACTIVITIES AT NO ADDITIONAL COST TO
THE GOVERNMENT.
2.1. CONTRACTOR SHALL REMOVE ALL STONES WITHIN
1' OF DAMAGED AREA.
2.2. CONTRACTOR SHALL REMOVE EXISTING
MORTAR/GROUT FROM STONES AND REINSTALL.
3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL
EXISTING LANDSCAPING AND IRRIGATION.
4. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH
IMPORTED SOIL AND SOD PER TURF RENOVATION
SPECIES TO THE SATISFACTION OF THE COR AT NO
ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL
IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.
SCALE: NTS
CANALE3
SCALE: NTS
CANALE7
AOI
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
IRB
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
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OBS
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OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 386.6
AutoCAD SHX Text 391.5
AutoCAD SHX Text 385.4
AutoCAD SHX Text 421.4
AutoCAD SHX Text 421.2
AutoCAD SHX Text 420.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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OBSCURED AREA
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OBSCURED AREA
AutoCAD SHX Text
OBS
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OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 386.6
AutoCAD SHX Text 391.5
AutoCAD SHX Text 385.4
AutoCAD SHX Text 421.4
AutoCAD SHX Text 421.2
AutoCAD SHX Text 420.5
AutoCAD SHX Text M
AutoCAD SHX Text
HERE
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HERE
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WAIT
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WAIT
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ONLY
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AutoCAD SHX Text 399.94
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AutoCAD SHX Text 330.36
AutoCAD SHX Text
ON-S
IT
E
BU
ILD
IN
G
16"
23"
6"4"
ST
A:
3+
ST
A:
3+
ST
A:
4+
ST
A:
4+
ST
A:
5+
ST
A:
5+
STA:0+00
ST
A:
0+
ST
A:
1+
ST
A:
1+
ST
A:
2+
ST
A:
2+
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED DEMOLITION PLAN -
HISTORIC FRONT ENTRY (BASE BID)
CD404
0 20 40
1 INCH = 20 FEET
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
VICINITY MAP
NOT TO SCALE
KEYED NOTES
1. REMOVE EXISTING FRONT ENTRY GATE & ASSOCIATED
HARDWARE.
2. REMOVE EXISTING CONCRETE BAND AND CURB &
GUTTER UP TO EXISTING EXPANSION JOINTS AND
REPLACE TO MATCH EXISTING CONCRETE.
3. REMOVE EXISTING STEEL SIDEWALK COVER, CONCRETE
AND ASSOCIATED HARDWARE AND REPLACE TO MATCH
EXISTING BRICK SIDEWALK. SEE DETAIL E5/C-501 &
GENERAL NOTES THIS SHEET.
4. REMOVE EXISTING 8' ORNAMENTAL FENCING AND
CONCRETE FOOTINGS FULL DEPTH. SEE GENERAL
NOTES THIS SHEET.
5. REMOVE EXISTING CONCRETE CHANNEL.
AOI
GENERAL NOTES:
1. CONTRACTOR SHALL REMOVE THE ASSOCIATED STUMP AND ROOT MASS
FROM ALL REMOVED TREES.
2. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH IMPORTED SOIL
AND SOD PER TURF RENOVATION SPECIES TO THE SATISFACTION OF THE
COR AT NO ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL
IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.
3. CONTRACTOR SHALL PRESERVE AND PROTECT THE EXISTING CONCRETE
COLUMNS.
4. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE CONCRETE COLUMNS
CAUSED BY THE REMOVAL OF THE ORNAMENTAL FENCING TO THE
SATISFACTION OF THE COR AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. CONTRACTOR SHALL MODIFY ALL IMPACTED IRRIGATION HEADS AS
DIRECTED BY COR AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. CONTRACTOR SHALL REMOVE BRICK SOLDIER COURSE AND HALF/CUT
BRICK TO MATCH THE EXISTING PATTERN.
1 1
S SEPULVEDA BLVD
C O
N
ST
IT
U
TI
O
N A
VE 2
SCALE: NTS
FRONT ENTRY GATE (SOUTH)F2 SCALE: NTS
FRONT ENTRY GATE (NORTH)F4 SCALE: NTS
FRONT ENTRY GATE (NORTH)F6 SCALE: NTS
FRONT ENTRY GATE GUIDE RAILF8
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text 355.6
AutoCAD SHX Text 355.2
AutoCAD SHX Text 348.6
AutoCAD SHX Text 349.4
AutoCAD SHX Text 349.8
AutoCAD SHX Text 358.4
AutoCAD SHX Text 355.4
AutoCAD SHX Text 352.4
AutoCAD SHX Text 353.5
AutoCAD SHX Text 354.3
AutoCAD SHX Text
CONC
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
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OBS
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OBS
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AutoCAD SHX Text 355.6
AutoCAD SHX Text 355.2
AutoCAD SHX Text 348.6
AutoCAD SHX Text 349.4
AutoCAD SHX Text 349.8
AutoCAD SHX Text 358.4
AutoCAD SHX Text 355.4
AutoCAD SHX Text 352.4
AutoCAD SHX Text 353.5
AutoCAD SHX Text 354.3
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text M
AutoCAD SHX Text G
AutoCAD SHX Text M
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HERE
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X
X
XXXXXXXX
16"
27"
24"
28"
8"6"6"8"4"
8"
27"
25"
5"
22"
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+5
ST
A:
+9
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED DEMOLITION PLAN -
SOUTHERN CHAIN LINK FENCING (BASE
BID)
CD405
0 10 20
1 INCH = 10 FEET
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
VICINITY MAP
NOT TO SCALE
KEYED NOTES
1. REMOVE 6' CHAIN LINK FENCING WITH PRIVACY
SCREENING AND ASSOCIATED FOUNDATIONS.
GENERAL NOTES:
1. CONTRACTOR SHALL REMOVE ALL TRASH/WASTE WITHIN
15' OF THE FENCE.
2. CONTRACTOR SHALL REPAIR/REPLACE ALL DAMAGED
LANDSCAPING DURING CONSTRUCTION ACTIVITIES TO THE
SATISFACTION OF THE COR AT NO ADDITIONAL COST TO
THE GOVERNMENT.
3. CONTRACTOR SHALL PROTECT EXISTING PALM TREES SEE
SHEET CG101. ALL DAMAGED PALMS SHALL BE REPLACED
TO THE SATISFACTION OF THE COR AT NO ADDITIONAL
COST TO THE GOVERNMENT.
4. CONTRACTOR SHALL INSTALL TEMPORARY FENCING
AFTER THE REMOVAL OF THE EXISTING FENCING THAT
SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF THE
NEW FENCING TO MAINTAIN CEMETERY SECURITY.
5. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH
IMPORTED SOIL AND SOD PER TURF RENOVATION SPECIES
TO THE SATISFACTION OF THE COR AT NO ADDITIONAL
COST TO THE GOVERNMENT. MODIFY ALL IMPACTED
IRRIGATION HEADS AS DIRECTED BY COR.
AOI
Wilshire Blvd
TOUL AVE
C H
ATEAU
TH
IER
R
Y AVE
SCALE: NTS
CHAIN LINK FENCINGF3 SCALE: NTS
CHAIN LINK FENCINGF7
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text 317.4
AutoCAD SHX Text
CONC
AutoCAD SHX Text 317.4
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text M
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HERE
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WAIT
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WAIT
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36" DIA PALM
36" DIA PALM
24" DIA PALM
X
26"
28"28"
33"
32"
32"
28"
28"
25"
24"25"
36" 6"
6" 6"
6" 6"
6" 6"x7
27"
ST
A:
+0
ST
A:
+5
ST
A:
+7
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+5
ST
A:
+0
ST
A:
+3
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID PACKAGE
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
56 Louis Prima Dr, Suite B, Covington, LA 70433
504.684.4408 Jordan Vandermeer
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
Los Angeles, CA
898CM3036
N/A Project Director
09/08/2023Revisions: Date:
Juan Kays Department of Veterans Affairs, NCA
Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77
VCI Project Management Construction Management Engineering
ENLARGED DEMOLITION PLAN -
SOUTHERN ORNAMENTAL FENCING
(BASE BID)
CD406
LEGEND AND SYMBOLS
EX. CONTOUR MAJOR
EX. CONTOUR MINOR
EX. CURB & GUTTER
EX. SIDEWALK
EX. TREE (TYP.)
EX. STORM OR UTILITY MANHOLE
EX. WATER / IRRIGATION BOX
EX. ORNAMENTAL FENCING
EX. RETAINING WALL
EX. SECTION MARKER / SIGN POST
DEMO CMU STORAGE BIN
EX. GRAVEL DRIVE
DEMO GRAVEL DRIVE
EX. CHAIN LINK FENCING
DEMO CHAIN LINK FENCING
DEMO ORNAMENTAL FENCING
SAW CUT ASPHALT
FULL DEPTH ASPHLAT REMOVAL
CONCRETE CANAL REMOVAL
X
SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX. WOODEN FENCING
DEMO WOODEN FENCING
0 20 40
1 INCH = 20 FEET
VICINITY MAP
NOT TO SCALE
KEYED NOTES
AOI
VE
TE
R
AN
A
VE
WILSHIRE BLVD
1. REMOVE EXISTING 6' TALL ORNAMENTAL FENCING. SEE
GENERAL NOTES THIS SHEET.
2. REMOVE EXISTING 5' WIDE 8' TALL ORNAMENTAL GATE.
GENERAL NOTES:
1. CONTRACTOR SHALL PRESERVE AND PROTECT THE
EXISTING CONCRETE COLUMNS.
2. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE
CONCRETE COLUMNS CAUSED BY THE REMOVAL OF
THE ORNAMENTAL FENCING TO THE SATISFACTION OF
THE COR AT NO ADDITIONAL COST TO THE
GOVERNMENT.
3. CONTRACTOR SHALL INSTALL TEMPORARY FENCING
AFTER THE REMOVAL OF THE ORNAMENTAL FENCING
AND SHALL REMAIN IN PLACE UNTIL THE COMPLETION
OF THE NEW FENCING TO MAINTAIN CEMETERY
SECURITY.
4. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH
IMPORTED SOIL AND SOD PER TURF RENOVATION
SPECIES TO THE SATISFACTION OF THE COR AT NO
ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL
IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text D
AutoCAD SHX Text
TS
AutoCAD SHX Text
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OBSCURED AREA
AutoCAD SHX Text
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AutoCAD SHX Text 310.6
AutoCAD SHX Text 309.5
AutoCAD SHX Text 308.4
AutoCAD SHX Text 307.6
AutoCAD SHX Text 308.5
AutoCAD SHX Text 309.6
AutoCAD SHX Text 310.4
AutoCAD SHX Text 311.5
AutoCAD SHX Text 312.4
AutoCAD SHX Text 315.3
AutoCAD SHX Text 314.5
AutoCAD SHX Text 309.6
AutoCAD SHX Text 310.6
AutoCAD SHX Text 309.9
AutoCAD SHX Text 314.2
AutoCAD SHX Text 312.6
AutoCAD SHX Text 311.4
AutoCAD SHX Text
AC PAVING
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AC PAVING
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
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AutoCAD SHX Text 310.6
AutoCAD SHX Text 309.5
AutoCAD SHX Text 308.4
AutoCAD SHX Text 307.6
AutoCAD SHX Text 308.5
AutoCAD SHX Text 309.6
AutoCAD SHX Text 310.4
AutoCAD SHX Text 311.5
AutoCAD SHX Text 312.4
AutoCAD SHX Text 315.3
AutoCAD SHX Text 314.5
AutoCAD SHX Text 309.6
AutoCAD SHX Text 310.6
AutoCAD SHX Text 309.9
AutoCAD SHX Text 314.2
AutoCAD SHX Text 312.6
AutoCAD SHX Text 311.4
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AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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| Sheets and Views |
| G-001 COVER |
| G-101 SITE ACCESS, FENCING, STAGING AND PHASING PLAN |
| G-102 OVERALL SITE KEY |
| V-101 EXISTING CONDITIONS KEY |
| V-401 EXISTING CONDITIONS - ENLARGED |
| V-402 EXISTING CONDITIONS - ENLARGED |
| V-403 EXISTING CONDITIONS - ENLARGED |
| V-404 EXISTING CONDITIONS - ENLARGED |
| V-405 EXISTING CONDITIONS - ENLARGED |
| V-406 EXISTING CONDITIONS - ENLARGED |
| V-407 EXISTING CONDITIONS - ENLARGED |
| V-408 EXISTING CONDITIONS - ENLARGED |
| V-409 EXISTING CONDITIONS - ENLARGED |
| V-410 EXISTING CONDITIONS - ENLARGED |
| CG101 EROSIOIN & TREE PROTECTION GENERAL NOTES AND DETAILS |
| CG401 ENLARGED EROSION PLAN - PRIVACY FENCING AT WATER VALVES (BASE |
| CG402 ENLARGED EROSION PLAN - DUMPSTER AND SPOILS AREA (BASE BID) |
| CD101 DEMOLITION PLAN - FLOWER WATER STATIONS, SITE SIGNAGE & SECTION |
| CD401 ENLARGED DEMOLITION PLAN - DUMPSTER AND SPOILS AREA (BASE BID) |
| CD402 ENLARGED DEMOLITION PLAN - FULL DEPTH ASPHLAT REMOVAL (BASE BID) |
| CD403 ENLARGED DEMOLITION PLAN - DRAINAGE CANAL (BASE BID) |
| CD404 ENLARGED DEMOLITION PLAN - HISTORIC FRONT ENTRY (BASE BID) |
| CD405 ENLARGED DEMOLITION PLAN - SOUTHERN CHAIN LINK FENCING (BASE BID |
| CD406 ENLARGED DEMOLITION PLAN - SOUTHERN ORNAMENTAL FENCING (BASE BID |
| CD407 ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (BASE BID) |
| CD408 ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1) |
| CD409 ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1) |
| CD410 ENLARGED DEMOLITION PLAN - NORTHERN FENCING (OPTION 2) |
| CD411 ENLARGED DEMOLITION PLAN - NORTHERN FENCING PHOTOGRAPHS (OPTION |
| CD412 ENLARGED DEMOLITION PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3) |
| CD413 ENLARGED DEMOLITION PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3) |
| C-101 SITE PLAN - ROADWAY REHABILITATION (BASE BID) |
| C-102 SITE PLAN - FLOWER WATER STATIONS & NEW SITE SIGNAGE (BASE BID) |
| C-201 HISTORIC PRESERVATION (BASE BID) |
| C-202 HISTORIC PRESERVATION (BID OPTION 4) |
| C-401 ENLARGED SITE PLAN - PRIVACY FENCING AT WATER VALVES (BASE BID) |
| C-402 ENLARGED SITE PLAN - DUMPSTER AND SPOILS AREA (BASE BID) |
| C-403 ENLARGED SITE PLAN - HISTORIC FRONT ENTRY (BASE BID) |
| C-404 ENLARGED SITE PLAN - SPANISH AMERICAN MONUMENT FENCING (BASE BID |
| C-405 ENLARGED SITE PLAN - SOUTHERN CHAIN LINK FENCING (BASE BID) |
| C-406 ENLARGED SITE PLAN - SOUTHERN ORNAMENTAL FENCING (BASE BID) |
| C-407 ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (BASE BID) |
| C-408 ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1) |
| C-409 ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1) |
| C-410 ENLARGED SITE PLAN - NORTHERN FENCING (OPTION 2) |
| C-411 ENLARGED SITE PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3) |
| C-412 ENLARGED SITE PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3) |
| C-413 ENLARGED GRADING PLAN - DUMPSTER AND SPOILS AREA (BASE BID) |
| C-414 ENLARGED FOUNDATION PLAN - MATERIAL STORAGE BINS |
| C-501 DETAILS - SITE |
| C-502 DETAILS - SITE |
| C-503 DETAILS - SIGNAGE |
| C-504 DETAILS - CHAIN LINK & COMPOSITE FENCING |
| C-505 DETAILS - ORNAMENTAL FENCING |
| C-506 DETAILS - ORNAMENTAL FENCING |
| C-507 DETAILS - FENCE CURBING |
| C-508 DETAILS - FLOWER WATER STATIONS |
| C-509 DETAILS - FRONT ENTRY GATE |
| C-510 DETAILS - MATERIAL STORAGE BINS |
| C-511 DETAILS - MATERIAL STORAGE BINS & GENERAL REINFORCING |
| C-512 DETAILS - MATERIAL STORAGE BIN ROOF |
| HD101 HAZARDOUS MATERIALS ABATEMENT - LEAD BASED PAINT |
| 898-036-Exhibibts - 1 |
| 898-036-Exhibibts - 2.0 |
| 898-036-Exhibibts - 3 |
| 898-036-Exhibibts - 4 |
| 898-036-Exhibibts - 5 |
| 898-036-Exhibibts - 6 |
| 898-036-Exhibibts - 7 |
| 898-036-Exhibibts - 8 |
| 898-036-Exhibibts - 9 |
| 898-036-Exhibibts - 10 |
| 898-036-Exhibibts - 11 |
| 898-036-Exhibibts - 12 |
| 898-036-Exhibibts - 13 |
| 898-036-Exhibibts - 14 |
| 898-036-Exhibibts - 15 |
| 898-036-Exhibibts - 16 |
| 898-036-Exhibibts - Tree 1 |
| 898-036-Exhibibts - Tree 1 (2) |
| 898-036-Exhibibts - Tree 1 (3) |
| 898-036-Exhibibts - Tree 1 (4) |
File details come from the government source that posted it. Updated .