250508 Los Angeles CA 898-036 FCA Plans 1 of 5.pdf
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- Attached to
- Y1EB--Los Angeles National Cemetery construct a new Maintenance Complex and Corrects FCA Deficie
- Solicitation number
- 36C78625B0024
About this file
This document is a set of architectural and engineering design plans for the Los Angeles National Cemetery Facilities Condition Assessment (FCA) Deficiencies Correction project. The comprehensive plan, spanning multiple detailed sheets, outlines extensive site improvements including fencing replacement, drainage canal work, roadway rehabilitation, and installation of new site features like flower water stations and material storage bins.
Key project components include replacing ornamental and chain-link fencing in multiple sections, implementing erosion control measures, protecting existing trees during construction, establishing temporary construction staging areas, and managing site access. The project involves careful coordination with cemetery operations, with specific notes about maintaining burial ceremony schedules and minimizing disruption to the cemetery's daily functions. The work is part of a Department of Veterans Affairs National Cemetery Administration project, with design details providing precise specifications for construction activities across different project phases and bid options.
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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
COVER
G-001
SITE LOCATION MAP
SCALE: NTS N
SHEET INDEX
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
DEPARTMENT OF VETERANS AFFAIRS
LOS ANGELES NATIONAL CEMETERY
CORRECT FCA DEFICIENCIES
NCA PROJECT NO. 898CM3036
950 S Sepulveda Blvd, Los Angeles, CA 90049
SITE LOCATION AND ACCESS MAP
SCALE: NTS N
CODE OF CONDUCT
1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE
DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO
ACCOMMODATE SCHEDULED BURIALS (COLUMBARIUM WALLS). CONTRACTOR SHALL OBTAIN THE
SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE
WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.
2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE
END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.
3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE
PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.
4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE
CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH
PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.
5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED COLUMBARIUM WALLS. ALL EFFORT
WILL BE MADE TO MAINTAIN DISTANCE FROM OCCUPIED COLUMBARIUM WALLS.
1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY ATC DESIGN GROUP. THE
GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.
2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5 CCS83 (2017.5 EPOCH) AS DETERMINED LOCALLY BY FIELD OBSERVED TIES TO CONTINUOUS OPERATING REFERENCE STATION (CORS) "BLSA" HAVING A CALIFORNIA COORDINATE VALUE OF 1ST ORDER
ACCURACY OR BETTER.
3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO
PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK
OPERATIONS.
5. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)
6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES
STAGING AREA AND LAYDOWN AREAS.
7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL
APPROVAL.
8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.
10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.
11. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO
IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.
12. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE PERFORMED IN
ACCORDANCE WITH THE APPROVED PLAN.
GENERAL NOTESPROJECT TEAM
ARCHITECT / ENGINEER
VALI COOPER INTERNATIONAL, LLC
DENVER, CO 80249
CONTACT: JORDAN VANDERMEER
JORDAN.VANDERMEER@VALIINT.COM
720-799-1035
SURVEYOR
ATC DESIGN GROUP
ESCONDIDO, CA 92029
CONTACT: RYAN POST
RPOST@ATCDESIGNGROUP.COM
760-738-8800
SITE OWNER
VA NCA
LOS ANGELES NATIONAL CEMETERY
CONTACT: TEMOC MEZA DAVILA
CUAUHTEMOC.MEZADVAILA@VA.GOV
808-532-4650
GEOTECH
TERRACON
TUSTIN, CA 92780
CONTACT: S. (RAJ) PIRATHIVIRA
RAJ.PIRATHIVIRAJ@TERRACON.COM
949-383-1990
HISTORIC PRESERVATION
TERRACON
JACKSONVILLE, FL 32256
CONTACT: MORGAN GRANGER
MORGAN.GRANGER@TERRACON.COM
339-210-9417
HAZARDOUS ABATEMENT
TERRACON
TUSTON, CA 92780
CONTACT: CHRIS BLAKE
CHRIS.BLAKE@TERRACON.COM
949-864-2060
FIRM PANEL
SCALE: NTS N
G-101
WILSHIRE BLVD
V-101 V-401
CA STATE ROUTE 2
HIGHWAY 10
HIGHW
AY 405
FEDERAL AVE
V-402 V-403 V-404
C-101 C-102
C-401 C-402 C-403 C-404 C-405 C-406 C-407
C-501 C-502 C-503 C-504
SITE ACCESS, FENCING, STAGING AND PHASING PLAN
V-405 V-406 V-407 V-408 V-409 V-410
CD101
CD401
CD402
CD403
CD404
CD405
CD406
CD407
CD408
CD409
EXISTING CONDITIONS KEY
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
EXISTING CONDITIONS - ENLARGED
DEMOLITION PLAN - FLOWER WATER STATIONS, SITE SIGNAGE & SECTION MARKERS (BASE BID)
ENLARGED DEMOLITION PLAN - DUMPSTER AND SPOILS AREA (BASE BID)
ENLARGED DEMOLITION PLAN - HISTORIC FRONT ENTRY (BASE BID)
ENLARGED DEMOLITION PLAN - SOUTHERN CHAIN LINK FENCING (BASE BID)
ENLARGED DEMOLITION PLAN - NORTHERN FENCING (OPTION 2)
ENLARGED DEMOLITION PLAN - FULL DEPTH ASPHALT REMOVAL (BASE BID)
ENLARGED DEMOLITION PLAN - DRAINAGE CANAL (BASE BID)
SITE PLAN - ROADWAY REHABILITATION (BASE BID)
HISTORIC PRESERVATION (BASE BID)
ENLARGED SITE PLAN - DUMPSTER PAD AND SPOILS AREA (BASE BID)
ENLARGED SITE PLAN - SPANISH AMERICAN MONUMENT FENCING (BASE BID)
ENLARGED SITE PLAN - PRIVACY FENCING AT WATER VALVES (BASE BID)
DETAILS - SITE
DETAILS - CHAIN LINK & COMPOSITE FENCING
DETAILS - FLOWER WATER STATIONS
DETAILS - FRONT ENTRY GATE
LOS ANGELES NC
HISTORIC LOS ANGELES NC
FIRM PANEL
SCALE: NTS N
G-102 OVERALL SITE KEY
HD101 HAZARDOUS MATERIALS ABATEMENT - LEAD BASED PAINT
T-102 SITE PLAN - SECURITY SYSTEM (BASE BID)
ENTRY GATE PLAN (BASE BID)
T-101 KEYLESS ENTRY (BASE BID)
T-501 DETAILS - SECURITY SYSTEM
ENLARGED DEMOLITION PLAN - SOUTHERN ORNAMENTAL FENCING (BASE BID)
ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (BASE BID)
ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1)
ENLARGED DEMOLITION PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1)
CD410
CD411
CD412 ENLARGED DEMOLITION PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3)
ENLARGED DEMOLITION PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3)
C-408 C-409 C-410 C-411
SITE PLAN - FLOWER WATER STATION & NEW SITE SIGNAGE (BASE BID)
C-201
ENLARGED SITE PLAN - SOUTHERN CHAIN LINK FENCING
ENLARGED SITE PLAN - NORTH FENCING (OPTION 2)
ENLARGED SITE PLAN - SOUTHERN ORNAMENTAL FENCING
ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (BASE BID)
ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1)
ENLARGED SITE PLAN - EASTERN ORNAMENTAL FENCING (OPTION 1)
ENLARGED SITE PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3)
ENLARGED SITE PLAN - WESTERN ORNAMENTAL FENCING (OPTION 3)
C-505 C-506 C-507 C-508
DETAILS - ORNAMENTAL FENCING
DETAILS - ORNAMENTAL FENCING
DETAILS - SIGNAGE
E-101
TELECOM ROOM (BASE BID)E-102
DETAILS - ELECTRICAL (BASE BID)E-501
ELECTRICAL SCHEDULE (BASE BID)E-701
T-502 DETAILS - SECURITY SYSTEM
T-503 DETAILS - SECURITY SYSTEM
C-412
ENLARGED SITE PLAN - HISTORIC FRONT ENTRY (BASE BID)
LD401
ARCHITECTURAL DEMOLITION AND REMODEL PLANS (BASE BID)
CG402 ENLARGED EROSION PLAN - DUMPSTER AND SPOILS AREA (BASE BID)
CG401 ENLARGED EROSION PLAN - PRIVACY FENCING AT WATER VALVES (BASE BID)
CG101 EROSION & TREE PROTECTION GENERAL NOTES AND DETAILS
ENLARGED GRADING PLAN - DUMPSTER AND SPOILS AREA (BASE BID)C-413
C-509
DETAILS - SITE
DETAILS - MATERIAL STORAGE BINS
DETAILS - MATERIAL STORAGE BINS & GENERAL REINFORCING
C-510 C-511
C-512 DETAILS - MATERIAL STORAGE BIN ROOFING
ENLARGED FOUNDATION PLAN - MATERIAL STORAGE BINS (BASE BID)C-414
HISTORIC PRESERVATION (BID OPTION 4)C-202
DETAILS - FENCE CURBING
ENLARGED DEMOLITION PLAN - NORTHERN FENCING PHOTOGRAPHS (OPTION 2)
CD413
LD402
IRRIGATION DEMOLITION PLAN (OPTION 2)
LI401
IRRIGATION DEMOLITION PLAN (OPTION 3)
LI402
IRRIGATION PLAN (OPTION 2)
LI501
IRRIGATION PLAN (OPTION 3)
LADSCAPE DETAILS77
A-101
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
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 G-101
SITE ACCESS, FENCING,
STAGING AND PHASING PLAN
0 0 0
ON SAFETY
ZERO
Department of Veterans Affairs
PAINTED BORDER
MEMBER BLACK ENAMEL
2" X 4" FRAME AND BRACES
IN SAME PLANE
METAL FACE
STRETCH METAL FACE
TIGHT, TURN OVER FRAME
AND SECURE WITH FLAT
HEAD DEFORMED NAILS
LETTERING TO BE
HELVETICA STYLE 5"
HIGH
METAL FACE WHITE
ENAMEL
LETTERING TO BE
HELVETICA STYLE 3"
HIGH TO BE CENTERED
HORIZONTALLY
2" X 4" FRAME AND
BRACE IN BACK
LETTERING TO BE
HELVETICA STYLE 2" HIGH
TO BE CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE 1-1/2"
HIGH TO BE CENTERED
HORIZONTALLY
4" X 4" POSTS
PAINTED WHITE
BORDER MEMBER
PAINTED BLACK
BACKGROUND TO BE
PAINTED WHITE
LETTERING TO BE
HELVETICA STYLE 1"
HIGH TO BE CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE 1-1/2"
HIGH TO BE CENTERED
HORIZONTALLY
SURROUNDING BORDER TO
BE BLUE
CENTER TO BE WHITE
8'-8"
6'-6"
6"
1-1/2" 3" 5" 2" 5" 5" 3" 2"
1-1/2"
4'-0" MIN.
3"
6"
9"
6"
3" 2" 3"
6"
ALL LETTERING TO BE
PAINTED BLACK WITH
EXCEPTION OF PROJECT
TITLE WHICH IS TO BE BLUE
NOTE:
ANY SEAM IN METAL TO BE
FLAT SEAM - SEAMS TO BE
HORIZONTAL AND OCCUR
BETWEEN LINES OF
LETTERING.
SECTION ON CENTER
4'-0"
BRACING
3'-0"
VARIES
3'-0"
BLUE
BLUE OUTLINE WITH
WHITE INTERIOR
BLUE
WHITE
RED
RED
2"
2"
PROVIDE (3) SETS OF
REMOVABLE NUMERALS
PAINTED ON 1/8" TEMPERED
HARDBOARD
2"
1-3/4"
2"
WOOD STRIPS
BRACING
4" X 4" POST IF SIGN IS
INSTALLED ON GRADE
FIN. GRADE
SCALE: NTS
SAFETY SIGND8
SCALE: NTS
PROJECT SIGNF8
VARIES;
AVERAGE 3'-0"
LEGEND AND SYMBOLS
CONSTRUCTION STAGING AREA
PROJECT & SAFETY SIGNAGE
CONSTRUCTION FENCE
ACCESS / HAUL ROUTE
PROJECT SIGN;
SEE DETAIL
F8/G-101
SAFETY SIGN;
SEE DETAIL
D8/G-101
CONSTRUCTION
FENCING WITH
LOCKABLE 20'
ACCESS GATE ACCESS/HAUL
ROUTE
ALTERNATIVE
CONSTRUCTION
STAGING AREA
BASE BID:
BASE BID WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE
FOLLOWING. ALL ITEMS NOT SPECIFICALLY MENTIONED SHALL BE
COMPLETED AT ANY TIME THROUGHOUT THE PERIOD OF
PERFORMANCE.
1. FLOWER WATER STATIONS & ROADWAY SIGNAGE SHALL BE
CONSTRUCTED IN TWO PHASES.
· PHASE 1 - ALL ITEMS SOUTH OF CONSTITUTION AVE.
· PHASE 2 - ALL ITEMS NORTH OF CONSTITUTION AVE.
2. ROADWAY FOG SEAL SHALL BE COMPLETED AFTER THE
COMPLETION OF THE FOLLOWING:
2.1. DUMPSTER AND SPOILS AREA.
2.2. FLOWER WATER STATIONS.
2.3. SITE SIGNAGE.
2.4. DRAINAGE CANAL.
2.5. HISTORIC FRONT ENTRANCE.
2.6. FENCING REPLACEMENT.
BID OPTION 1:
BID OPTION 1 SHALL BE COMPLETED CONCURRENTLY WITH THE BASE
BID AND SHALL NOT BE COMPLETED CONCURRENTLY WITH BID
OPTIONS 2 & 3 WITHOUT WRITTEN PERMISSION FROM THE COR.
BID OPTION 1 MAY BE COMPLETED IN ONE PHASE.
BID OPTION 2:
BID OPTION 2 SHALL BE COMPLETED CONCURRENTLY WITH THE BASE
BID AND SHALL NOT BE COMPLETED CONCURRENTLY WITH BID
OPTIONS 1 & 3 WITHOUT WRITTEN PERMISSION FROM THE COR.
BID OPTION 2 SHALL BE COMPLETED IN SECTIONS NO GREATER THAN
400 L.F. AND SHALL BE START/STOP AT NEIGHBORING PROPERTY
CORNERS.
BID OPTION 3:
BID OPTION 3 SHALL BE COMPLETED CONCURRENTLY WITH THE BASE
BID AND SHALL NOT BE COMPLETED CONCURRENTLY WITH BID
OPTIONS 1 & 2 WITHOUT WRITTEN PERMISSION FROM THE COR.
BID OPTION 3 MAY BE COMPLETED IN ONE PHASE.
BID OPTION 4:
BID OPTION 4 SHALL BE COMPLETED CONCURRENTLY WITH THE BASE
BID.
PHASING NOTES
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
ALTERNATE CONSTRUCTION STAGING AREA NOTES:
1. CONTRACTOR SHALL PLACE CONSTRUCTION FENCING WITH PRIVACY FABRIC
AROUND THE ENTIRE PERIMETER OF THE STAGING AREA.
2. CONTRACTOR SHALL PROVIDE A LOCKABLE ACCESS GATE.
3. CONTRACTOR SHALL PLACE SILT FENCING AROUND THE ENTIRE PERIMETER OF
THE STAGING AREA.
4. CONTRACTOR SHALL PLACE A CONSTRUCTION ENTRANCE AT THE BACK
ENTRANCE ONTO VERTRAN AVE SHOULD THE ENTRANCE BE USED BY
CONSTRUCTION TRAFFIC OF ANY TYPE.
SEE
ENLARGEMENT
BELOW
ACCESS/HAUL ROUTE
EXISTING GROUNDS
CONTRACTOR YARD
CONSTRUCTION
STAGING AREA
(150'x65')
TEMPORARY NCA
MAINTENANCE
AREA (100x100')
CONSTRUCTION FENCING
WITH LOCKABLE 20'
ACCESS GATE
EXISTING 1" DOMESTIC WATER LINE
TEMPORARY
TRAILER, SEE
NOTES BELOW
TEMPORARY OFFICE TRAILER NOTES:
1. TRAILER SHALL BE INSTALLED PRIOR TO CONSTRUCTION AT THE MAINTENANCE FACILITY.
2. TRAILER SHALL REMAIN UNTIL THE COMPLETION OF THE MAINTENANCE FACILITY.
3. CONTRACTOR SHALL PROVIDE WATER, POWER AND DATA TO THE TRAILER AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. CONTRACTOR SHALL PROVIDE 200-A SERVICE TO THE TRAILER FROM THE EXISTING PANEL SWBD-505.
4.1. ALL GROUNDING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 70, AND ALL GOVERNING CODES AND STANDARDS
5. CONTRACTOR SHALL PROVIDE ONE 24' X 60' OFFICE TRAILER WITH TWO RESTROOMS WITHIN THE NCA TEMPORARY
MAINTENANCE AREA AND ALL REQUIRED APPURTENANCES.
5.1. TRAILER SHALL HAVE TIE DOWNS INSTALLED
5.2. TRAILER SHALL HAVE WINDOW AND DOOR SECURITY
6. CONTRACTOR SHALL PROVIDE SEWAGE HOLDING TANK (S), AND IS RESPONSIBLE FOR SCHEDULED CLEANOUTS AT NO
ADDITIONAL COST TO THE GOVERNMENT.
7. CONTRACTOR SHALL PROVIDE WATER, POWER AND DATA TO THE TRAILER AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. CONTRACTOR SHALL PROVIDE 200A SERVICE, SEE ELECTRICAL PLANS.
AutoCAD SHX Text
CONTRACTOR'S NAME
AutoCAD SHX Text
THE LIFE YOU SAVE MAY BE YOUR OWN
AutoCAD SHX Text
WITHOUT A LOST TIME ACCIDENT
AutoCAD SHX Text
DAYS
AutoCAD SHX Text
HAS WORKED
AutoCAD SHX Text
THIS PROJECT
AutoCAD SHX Text in
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
VETERANS AFFAIRS
AutoCAD SHX Text
LOS ANGELES NATIONAL CEMETERY
AutoCAD SHX Text
CEMETERY IMPROVEMENTS
AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.
AutoCAD SHX Text
GENERAL CONTRACTOR: : NAME: LOCATION:
AutoCAD SHX Text
ARCHITECT/ENGINEER: : NAME: LOCATION:
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
0 150 300
1 INCH = 150 FEET
OVERALL SITE KEY
G-102
SEE SHEET CD401,
C-402 & C-413
(BASE BID)
SEE SHEET C-401
(BASE BID)
SEE SHEET CD403
(BASE BID)
SEE SHEET CD404 & C-403
(BASE BID)
SEE SHEET CD407 & C-407
(BASE BID)
SEE SHEET CD410,CD411 & C-410
(BID OPTION 2)
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.
GETTYSBURG AVE.
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
DR
SEE SHEET CD408 & C-408
(BID OPTION 1)
SEE SHEET CD405 & C-405
(BASE BID)
SEE SHEET CD409 & C-409
(BID OPTION 1)
SEE SHEET CD402 &C-413
(BASE BID)
SEE SHEET CD402
(BASE BID)
SEE SHEET CD402
(BASE BID)
SEE SHEET CD412 & C-411
(BID OPTION 3)
SEE SHEET CD413 & C-412
(BID OPTION 3)
SEE SHEET C-404
(BASE BID)
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
SEE SHEET V-401
SEE SHEET V-403 SEE SHEET V-405 SEE SHEET V-407 SEE SHEET V-409
SEE SHEET V-410SEE SHEET V-408
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
0 150 300
1 INCH = 150 FEET
EXISTING CONDITIONS KEY
V-101
SEE SHEET V-406SEE SHEET V-404SEE SHEET V-402
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
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.
GETTYSBURG AVE.
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
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
M
36" DIA EUC
12" DIA EUC
8" DIA EUC
12" DIA EUC
8" DIA EUC
8" DIA EUC
12" DIA EUC
24" DIA EUC
48" DIA EUC36" 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
OFF
-S
IT
E
BU
ILD
IN
G
OFF
-S
ITE
BUILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
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"
39"
23"
18"
12"
14" 15"
23" 18"
23"
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"
48"
15"
25"
23"
22"
22"
4"
4"
X
X
X
X
X
X
X
X
X
X
X
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.
STUMP
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
EXISTING CONDITIONS - ENLARGED
V-401
MATCH LINE - V-402
M
AT
C H
L
IN
E
- V
-4
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
0 40 80
1 INCH = 40 FEET
LO
O
KO
UT
D R
GETTYSBURG AVE
SAN JUAN HILL AVE
BE
LL
EA
U W
O O
D D
R
BU
EN
A
VI
ST
A
AV
E
VETERAN AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRV
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 421.7
AutoCAD SHX Text 423.2
AutoCAD SHX Text 424.5
AutoCAD SHX Text 436.1
AutoCAD SHX Text 420.9
AutoCAD SHX Text 421.5
AutoCAD SHX Text 428.7
AutoCAD SHX Text 391.6
AutoCAD SHX Text 419.4
AutoCAD SHX Text 420.6
AutoCAD SHX Text 421.2
AutoCAD SHX Text 419.6
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 421.7
AutoCAD SHX Text 423.2
AutoCAD SHX Text 424.5
AutoCAD SHX Text 436.1
AutoCAD SHX Text 420.9
AutoCAD SHX Text 421.5
AutoCAD SHX Text 428.7
AutoCAD SHX Text 391.6
AutoCAD SHX Text 419.4
AutoCAD SHX Text 420.6
AutoCAD SHX Text 421.2
AutoCAD SHX Text 419.6
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
24" DIA PINE
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
17"
6"
40"
21"
27"
55"
30" 20"
27"
15"
12"
15"
9"9"
9"10"
30"
42"
26"
33"
38"
3"
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"
14" 27"
29"
24"
25"14"
31"
22"
18"22"17"
19"
12" 10" 8" 8" 10" 13" 9" 10" 13" 23" 12" 6" 8" 8"
8"
12"
30"
16"
34"
41"
X
X
X
X
X
X
X
X
X
X
X
X
X
36" DIA.
36" DIA.
16" DIA.
8" DIA.
8" DIA.
8" DIA.
18" DIA.
8" 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
EXISTING CONDITIONS - ENLARGED
V-402
MATCH LINE - V-401
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
S SEPULVEDA BLVD
ARGONNE AVE
SOISSONS AVE
AMIENS AVE
BE
LL
EA
U
W O
O D
D R
BELLEAU W
OOD DR
BUENA VISTA AVE
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
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 392.4
AutoCAD SHX Text 386.6
AutoCAD SHX Text 387.5
AutoCAD SHX Text 392.6
AutoCAD SHX Text 393.4
AutoCAD SHX Text 386.4
AutoCAD SHX Text 389.3
AutoCAD SHX Text 393.4
AutoCAD SHX Text 392.5
AutoCAD SHX Text 391.5
AutoCAD SHX Text 387.6
AutoCAD SHX Text 389.5
AutoCAD SHX Text 389.2
AutoCAD SHX Text 388.7
AutoCAD SHX Text 385.7
AutoCAD SHX Text 386.8
AutoCAD SHX Text 385.4
AutoCAD SHX Text 421.2
AutoCAD SHX Text 386.4
AutoCAD SHX Text 388.4
AutoCAD SHX Text 390.4
AutoCAD SHX Text 392.5
AutoCAD SHX Text 394.5
AutoCAD SHX Text 396.5
AutoCAD SHX Text 398.4
AutoCAD SHX Text 399.5
AutoCAD SHX Text 399.6
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 392.4
AutoCAD SHX Text 386.6
AutoCAD SHX Text 387.5
AutoCAD SHX Text 392.6
AutoCAD SHX Text 393.4
AutoCAD SHX Text 386.4
AutoCAD SHX Text 389.3
AutoCAD SHX Text 393.4
AutoCAD SHX Text 392.5
AutoCAD SHX Text 391.5
AutoCAD SHX Text 387.6
AutoCAD SHX Text 389.5
AutoCAD SHX Text 389.2
AutoCAD SHX Text 388.7
AutoCAD SHX Text 385.7
AutoCAD SHX Text 386.8
AutoCAD SHX Text 385.4
AutoCAD SHX Text 421.2
AutoCAD SHX Text 386.4
AutoCAD SHX Text 388.4
AutoCAD SHX Text 390.4
AutoCAD SHX Text 392.5
AutoCAD SHX Text 394.5
AutoCAD SHX Text 396.5
AutoCAD SHX Text 398.4
AutoCAD SHX Text 399.5
AutoCAD SHX Text 399.6
AutoCAD SHX Text
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
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
24" DIA EUC36" DIA EUC
24" DIA EUC48" DIA EUC
24" DIA EUC
24" DIA EUC24" DIA EUC
12" DIA EUC
48" DIA EUC
12" DIA EUC
12" DIA EUC
24" DIA EUC
18" DIA EUC
36" DIA EUCALYPTUS
36" DIA EUC
36" 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
24"
16"
10"
13"
8"
27" 15"
25"
27"
19"
9"
13"
18"
13"
30"
15"
21"
19"
15"
16"
14"
10"
9"
10"
23"
15"
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"
32"
42" 17" 52" 38"
16"
19"
14"
13"
16"
14"
25"
16"
15"
19"
23"
25"
40"
27"24"
34"
6"
21"
58"
31"
23"
31"
22"
22"
22"
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
EXISTING CONDITIONS - ENLARGED
V-403
0 30 60
1 INCH = 30 FEET
MATCH LINE - V-404
M
AT
C H
L
IN
E
- V
-4
M
AT
C H
L
IN
E
- V
-4
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
ANTIETAM AVE
VETERAN AVE
GETTYSBURG AVE
SAN JUAN HILL AVE
SH
IL
O H
D R
GETTYSBURG AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text D
AutoCAD SHX Text
WV
AutoCAD SHX Text
IRB
AutoCAD SHX Text
IRB
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 392.7
AutoCAD SHX Text 420.5
AutoCAD SHX Text 422.1
AutoCAD SHX Text 421.5
AutoCAD SHX Text 421.3
AutoCAD SHX Text 422.1
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 392.7
AutoCAD SHX Text 420.5
AutoCAD SHX Text 422.1
AutoCAD SHX Text 421.5
AutoCAD SHX Text 421.3
AutoCAD SHX Text 422.1
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
24" DIA HYPSERPA NITIDA
24" DIA HYPSERPA NITIDA
ON-S
IT
E
BU
ILD
IN
G
ON-SITE
BUILDING
12" 8"
50"
13" 12"
36"
34"
20"
10"
14"
14" 6"
29"
7"
5" 18"
9"
10" 6"
20" 24"
18" 12"
7" 25"
24"
19"
12" 14"
24"
18"
36" 40"
15"20"17"
19"
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"
16" 12"
12"
14" 18"
18"72"
8"
10"10"
10" 8"6"
6"
6"
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
EXISTING CONDITIONS - ENLARGED
V-404
MATCH LINE - V-403
M
AT
C
H L
IN
E
- V -4
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
S Sepulveda Blvd
AP
PO
M
AT
TO
X
D R
ARGONNE AVE
SOISSONS AVE
AM
IE
N S
AV
E
AMIENS AVE
APPOMATT
OX D
R
BUENA VISTA AVE
SAN JUAN AVE
SH
IL
O H
D R
SAN JUAN AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
OBSCURED AREA
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OBSCURED AREA
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OBSCURED AREA
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OBS
AutoCAD SHX Text 377.4
AutoCAD SHX Text 373.5
AutoCAD SHX Text 375.5
AutoCAD SHX Text 380.6
AutoCAD SHX Text 382.3
AutoCAD SHX Text 378.5
AutoCAD SHX Text 371.5
AutoCAD SHX Text 365.5
AutoCAD SHX Text 368.2
AutoCAD SHX Text 367.4
AutoCAD SHX Text 372.6
AutoCAD SHX Text 371.5
AutoCAD SHX Text 375.6
AutoCAD SHX Text 369.6
AutoCAD SHX Text 373.5
AutoCAD SHX Text 367.4
AutoCAD SHX Text 369.6
AutoCAD SHX Text 368.7
AutoCAD SHX Text 365.6
AutoCAD SHX Text 367.1
AutoCAD SHX Text 367.4
AutoCAD SHX Text 368.6
AutoCAD SHX Text 369.7
AutoCAD SHX Text 369.2
AutoCAD SHX Text 373.6
AutoCAD SHX Text 380.5
AutoCAD SHX Text 383.5
AutoCAD SHX Text 384.8
AutoCAD SHX Text 379.6
AutoCAD SHX Text 382.6
AutoCAD SHX Text 380.4
AutoCAD SHX Text 381.3
AutoCAD SHX Text 379.4
AutoCAD SHX Text 421.4
AutoCAD SHX Text 420.9
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.6
AutoCAD SHX Text 422.8
AutoCAD SHX Text 423.8
AutoCAD SHX Text 379.4
AutoCAD SHX Text 383.5
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text
PP
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PP
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PP
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PP
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PP
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PP
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AutoCAD SHX Text
OBS
AutoCAD SHX Text 377.4
AutoCAD SHX Text 373.5
AutoCAD SHX Text 375.5
AutoCAD SHX Text 380.6
AutoCAD SHX Text 382.3
AutoCAD SHX Text 378.5
AutoCAD SHX Text 371.5
AutoCAD SHX Text 365.5
AutoCAD SHX Text 368.2
AutoCAD SHX Text 367.4
AutoCAD SHX Text 372.6
AutoCAD SHX Text 371.5
AutoCAD SHX Text 375.6
AutoCAD SHX Text 369.6
AutoCAD SHX Text 373.5
AutoCAD SHX Text 367.4
AutoCAD SHX Text 369.6
AutoCAD SHX Text 368.7
AutoCAD SHX Text 365.6
AutoCAD SHX Text 367.1
AutoCAD SHX Text 367.4
AutoCAD SHX Text 368.6
AutoCAD SHX Text 369.7
AutoCAD SHX Text 369.2
AutoCAD SHX Text 373.6
AutoCAD SHX Text 380.5
AutoCAD SHX Text 383.5
AutoCAD SHX Text 384.8
AutoCAD SHX Text 379.6
AutoCAD SHX Text 382.6
AutoCAD SHX Text 380.4
AutoCAD SHX Text 381.3
AutoCAD SHX Text 379.4
AutoCAD SHX Text 421.4
AutoCAD SHX Text 420.9
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.6
AutoCAD SHX Text 422.8
AutoCAD SHX Text 423.8
AutoCAD SHX Text 379.4
AutoCAD SHX Text 383.5
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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PP
AutoCAD SHX Text
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PP
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PP
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-S
IT
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BU
ILD
IN
G
OFF
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IT
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BU
ILD
IN
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OFF
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IT
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BU
ILD
IN
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IT
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BU
ILD
IN
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IT
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BU
ILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
OFF
-S
IT
E
BU
ILD
IN
G
50"
6"
6"
4"
8"
12"
12"
8"
8"
8"
12"
6"
15"
11"
20"28"
19"
15"
32"
24"
39"
70"
36"
47"
25"
32"
25"
38" 28" 25" 42" 23" 23" 30" 42"
21" 27" 24" 19" 32" 37" 35" 21" 32"
35" 42"
42" 46"
10"
12"
7"
7"
41"
49"43"34"
13"
11"
9"
11"
19" 15" 16" 17"
24"
14"
11"
9"
39"
17"
12"
17"
16"
16"
11"
34"
16"
13"
14" 19"
11"
12"
13"
22"
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
EXISTING CONDITIONS - ENLARGED
V-405
MATCH LINE - V-406
M
AT
C H
L
IN
E
- V
-4
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
VETERAN AVE
MEUSE AVE
ST MIHIEL AVE
SA
N
TI
AG
O D
R
MEUSE AVE
C O
N
ST
IT
U
TI
O
N A
VE
C
O N
ST
IT
U
TI
O N
A
VE
SA
N
TI
AG
O D
R
GETTYSBURG AVE
GETTYSBURG AVE
Ap po m at to x
Dr
Antietam Ave
Gettysburg Ave
ANTIETAM AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
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AutoCAD SHX Text
OBS
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OBS
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OBS
AutoCAD SHX Text
OBS
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OBS
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 350.2
AutoCAD SHX Text 349.6
AutoCAD SHX Text 347.5
AutoCAD SHX Text 345.4
AutoCAD SHX Text 348.5
AutoCAD SHX Text 351.5
AutoCAD SHX Text 348.5
AutoCAD SHX Text 347.3
AutoCAD SHX Text 346.6
AutoCAD SHX Text 345.5
AutoCAD SHX Text 346.2
AutoCAD SHX Text 346.7
AutoCAD SHX Text 347.3
AutoCAD SHX Text 347.7
AutoCAD SHX Text 348.5
AutoCAD SHX Text 350.1
AutoCAD SHX Text 353.6
AutoCAD SHX Text 350.5
AutoCAD SHX Text 358.5
AutoCAD SHX Text 362.3
AutoCAD SHX Text 362.7
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text 350.2
AutoCAD SHX Text 349.6
AutoCAD SHX Text 347.5
AutoCAD SHX Text 345.4
AutoCAD SHX Text 348.5
AutoCAD SHX Text 351.5
AutoCAD SHX Text 348.5
AutoCAD SHX Text 347.3
AutoCAD SHX Text 346.6
AutoCAD SHX Text 345.5
AutoCAD SHX Text 346.2
AutoCAD SHX Text 346.7
AutoCAD SHX Text 347.3
AutoCAD SHX Text 347.7
AutoCAD SHX Text 348.5
AutoCAD SHX Text 350.1
AutoCAD SHX Text 353.6
AutoCAD SHX Text 350.5
AutoCAD SHX Text 358.5
AutoCAD SHX Text 362.3
AutoCAD SHX Text 362.7
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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ON-S
IT
E
BU
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IN
G
ON-S
IT
E
BU
ILD
IN
G
6"
6"
6"
12"
6"
6"
6"
6"
6"
32"
43" 16"
58"
21"
25"
19"
23"
29"
16"
7"
16"
18"
32"
26"
12"
10"
27"
34"
36"
17"
17"14"14"19"
8"
9"
6"
9"
9"
46" 41"
17" 21"
29"
12"
16"
33"
17"
27"
37"
9"
12"
16"
10"
12"
11"
19"
23"
20"
25"
10"
24"
14" 34"
14"
10"
9"
4"
5"
13"
17"
15"
32"
4" 4"
15"
18"
22"
22"
6"4"
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
EXISTING CONDITIONS - ENLARGED
V-406
MATCH LINE - V-405
M
AT
C
H L
IN
E
- V -4
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
S SEPULVEDA BLVD
Argonne Ave
C on st itu tio n
Av e
TOUL AVE
SA
N
TI
AG
O D
R
SAN JUAN HILL AVE
GETTYSBURG AVE
SAN JUAN HILL AVE
CHATEAU THIERRY AVE
MARNE AVE
GETTYSBURG AVE
GETTYSBURG AVE
APPOMATTOX D
R
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text 355.6
AutoCAD SHX Text 355.2
AutoCAD SHX Text 357.7
AutoCAD SHX Text 350.5
AutoCAD SHX Text 352.5
AutoCAD SHX Text 349.8
AutoCAD SHX Text 357.6
AutoCAD SHX Text 360.7
AutoCAD SHX Text 362.3
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 353.6
AutoCAD SHX Text 352.4
AutoCAD SHX Text 350.6
AutoCAD SHX Text 349.7
AutoCAD SHX Text 353.5
AutoCAD SHX Text 348.8
AutoCAD SHX Text 358.8
AutoCAD SHX Text 362.9
AutoCAD SHX Text 365.5
AutoCAD SHX Text 365.4
AutoCAD SHX Text 367.4
AutoCAD SHX Text 360.6
AutoCAD SHX Text 352.5
AutoCAD SHX Text 352.5
AutoCAD SHX Text 359.6
AutoCAD SHX Text 357.4
AutoCAD SHX Text 357.3
AutoCAD SHX Text 357.6
AutoCAD SHX Text 355.5
AutoCAD SHX Text 354.5
AutoCAD SHX Text 356.7
AutoCAD SHX Text 355.7
AutoCAD SHX Text 355.5
AutoCAD SHX Text 354.6
AutoCAD SHX Text 355.4
AutoCAD SHX Text 354.6
AutoCAD SHX Text 353.5
AutoCAD SHX Text 355.5
AutoCAD SHX Text 357.4
AutoCAD SHX Text 356.6
AutoCAD SHX Text 356.3
AutoCAD SHX Text 357.4
AutoCAD SHX Text 357.5
AutoCAD SHX Text 358.3
AutoCAD SHX Text 358.7
AutoCAD SHX Text 359.6
AutoCAD SHX Text 363.2
AutoCAD SHX Text 360.6
AutoCAD SHX Text 361.6
AutoCAD SHX Text 363.6
AutoCAD SHX Text 366.4
AutoCAD SHX Text 361.4
AutoCAD SHX Text 365.6
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
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
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBSCURED AREA
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
OBS.
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text
OBS
AutoCAD SHX Text 355.6
AutoCAD SHX Text 355.2
AutoCAD SHX Text 357.7
AutoCAD SHX Text 350.5
AutoCAD SHX Text 352.5
AutoCAD SHX Text 349.8
AutoCAD SHX Text 357.6
AutoCAD SHX Text 360.7
AutoCAD SHX Text 362.3
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 353.6
AutoCAD SHX Text 352.4
AutoCAD SHX Text 350.6
AutoCAD SHX Text 349.7
AutoCAD SHX Text 353.5
AutoCAD SHX Text 348.8
AutoCAD SHX Text 358.8
AutoCAD SHX Text 362.9
AutoCAD SHX Text 365.5
AutoCAD SHX Text 365.4
AutoCAD SHX Text 367.4
AutoCAD SHX Text 360.6
AutoCAD SHX Text 352.5
AutoCAD SHX Text 352.5
AutoCAD SHX Text 359.6
AutoCAD SHX Text 357.4
AutoCAD SHX Text 357.3
AutoCAD SHX Text 357.6
AutoCAD SHX Text 355.5
AutoCAD SHX Text 354.5
AutoCAD SHX Text 356.7
AutoCAD SHX Text 355.7
AutoCAD SHX Text 355.5
AutoCAD SHX Text 354.6
AutoCAD SHX Text 355.4
AutoCAD SHX Text 354.6
AutoCAD SHX Text 353.5
AutoCAD SHX Text 355.5
AutoCAD SHX Text 357.4
AutoCAD SHX Text 356.6
AutoCAD SHX Text 356.3
AutoCAD SHX Text 357.4
AutoCAD SHX Text 357.5
AutoCAD SHX Text 358.3
AutoCAD SHX Text 358.7
AutoCAD SHX Text 359.6
AutoCAD SHX Text 363.2
AutoCAD SHX Text 360.6
AutoCAD SHX Text 361.6
AutoCAD SHX Text 363.6
AutoCAD SHX Text 366.4
AutoCAD SHX Text 361.4
AutoCAD SHX Text 365.6
AutoCAD SHX Text
AC PAVING
AutoCAD SHX Text
CONC
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
PP
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text M
AutoCAD SHX Text G
-S
IT
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BU
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IN
G OFF
-S
IT
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BU
ILD
IN
G
42"37"37"31"29"47"32"36"42"41"23"38"39"39"41"40"38"
45"37"31"37"38"31"39"
18" 21" 16" 17" 15" 17" 17" 14" 14" 37" 18"
10" 11"
15"
12"
16"
39"47"29"38"36"38"36"36"
9"
19" 26"
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
EXISTING CONDITIONS - ENLARGED
V-407
MATCH LINE - V-408
M
AT
C H
L
IN
E
- V
-4
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
VETERAN AVE
MEUSE AVE
ST MIHIEL AVE
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/21/2023
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24"
16"12"14"16"18"12"
33"
31"
26"
34" 37"
46" 37" 46"
19" 17" 16" 16" 18"
44" 24" 18" 27" 4" 17" 19" 15" 14" 18" 15" 15" 17" 14" 15"
10"34"42" 36"12"43"44"8"x443"44"35"36"46"
19"
4" 2"
12"
15"
18"
23" 26" 32" 20" 25" 24" 26" 26" 28" 15" 26" 23" 17" 24" 23"
16"
11"20"40"11"41"43"44"13"16"37"
22"22"22"
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
EXISTING CONDITIONS - ENLARGED
V-408
MATCH LINE - V-407
M
AT
C
H L
IN
E
- V -4
M
AT
C H
L
IN
E
- V
-4
0 30 60
1 INCH = 30 FEET
LEGEND AND SYMBOLS
MATCHLINE
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING CURB & GUTTER
EXISTING SIDEWALK
EXISTING TREE
EXISTING MANHOLE
EX. WATER / IRRIGATION BOX
EXISTING ORNAMENTAL FENCING
EXISTING WALLS
EX. SECTION MARKERS / SIGN POST
EXISTING CHAINLINK FENCING
MARNE AVE
CHATEAU THIERRY AVE
TOUL AVE
S SEPULVEDA BLVD
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D.
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