36C78620B0001-003.pdf
PDF Posted
- Solicitation number
- 36C78620B0001
About this file
This is a pre-solicitation notice for an invitation for bid for a gravesite expansion project at Yellowstone National Cemetery. The Department of Veterans Affairs intends to issue a solicitation on or about December 12, 2019 for construction work including site grading, drainage, utilities, landscaping and installation of an additional columbarium at the cemetery located in Laurel, Montana. The procurement is set aside exclusively for service-disabled veteran-owned small businesses. Offerors must be registered in the Vendor Information Pages and System for Award Management databases to be eligible for award.
36C78620B0001 S02_Attachment-2_Drawings -Plans_938CM3001_12-11-19.pdf
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| File | Type | Posted |
|---|---|---|
| 36C78620B0001-0002000.docx | DOCX document | |
| 36C78620B0001-0001000.docx | DOCX document | |
| 36C78620B0001-005.xlsx | XLSX spreadsheet | |
| 36C78620B0001-001.docx | DOCX document | |
| 36C78620B0001-004.pdf | ||
| 36C78620B0001-002.pdf |
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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
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
G-001
COVERSHEET
1. TOPOGRAPHIC INFORMATION PROVIDED BY AS-BUILT SURVEY PERFORMED BY
PIONEER TECHNICAL SERVICES, INC. AND COMPLETED ON 02MAY2013. THE GENERAL
CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.
2. VERTICAL CONTROL IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
3. HORIZONTAL CONTROL IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983
(NAD 83)
4. 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 CONTRACTING OFFICER REPRESENTATIVE (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.
5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO
BEGINNING EARTHWORK OPERATIONS.
6. THE CONTRACTOR SHALL NOTIFY THE COR/PM IF UNSUITABLE MATERIAL IS
DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION.
7. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO
FINAL APPROVAL.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE SERVICES OF A
QUALIFIED GEOTECHNICAL ENGINEER WHO SHALL PERFORM QUALITY CONTROL
TESTING TO VERIFY THAT ALL WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE
SPECIFICATIONS AND/OR GEOTECHNICAL REPORT.
9. 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.
10. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS
PROJECT. DURING ALL CEREMONIES, ALL WORK SHALL STOP ESPECIALLY WHEN
HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT
WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO
THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR
HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.
11. 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 OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY
AND/OR MORE FREQUENTLY AS REQUIRED.
12. 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.
13. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, THE PRIME
CONTRACTOR, OR HIS SUPERINTENDENT, WHO IS APPRISED OF THE CONDITION AND
PROGRESS OF ALL AREAS OF WORK ON SITE. 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.
GENERAL NOTES
VICINITY MAP
SCALE: 1" = 2000'
N
CIVIL ABBREVIATIONS
BURIAL SUMMARY
B
U
F
F
A
L
O
T
R
A
I
L
R
D
LAUREL AIRPORT RD
LAUREL
CEMETERY
FIRM PANEL
SCALE: 1" = 1000'
N
SITE
SHEET INDEX
SHEET NO. DRAWING NO. SHEET TITLE
1 G-001 COVER SHEET
B-101 EXISTING CONDITIONS PLAN
D-101 DEMOLITION PLAN
C-101 SITE AND UTILITY PLAN
C-102 GRADING AND DRAINAGE PLAN
C-103 EROSION & SEDIMENT CONTROL PLAN8
C-201 COLUMBARIUM ELEVATIONS
C-401
C-402 COLUMBARIUM ENLARGEMENT & DETAILS
C-501
COLUMBARIUM DETAILS 2
C-502
COLUMBARIUM DETAILS 3
C-504 SIGNAGE AND MONUMENT DETAILS
C-505 FLOWER WATERING STATION DETAILS
C-506 EROSION CONTROL DETAILS & CONSTRUCTION SIGNAGE
S
T
A
V E
M
A
I
N
S
W MAIN ST
W
I
L
R
O
D
S O
U T
H
S
T
A V
E
E RAILROAD ST
S
H
A
N
N
O
N
R
M
S E
I T
Z
R
O N
R
A
Y
R
D
SITE
CITY OF
LAUREL
DEPARTMENT OF VETERANS AFFAIRS
YELLOWSTONE NATIONAL CEMETERY
COLUMBARIUM AND IGC
NCA PROJECT NO. 938CM3001
55 BUFFALO TRAIL ROAD, LAUREL, MT 59044
HDPE HIGH DENSITY POLYETHYLENE
INV INVERT
L/P LOW POINT
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
SD STORM DRAIN
SS STAINLESS STEEL
TW TOP OF WALL
TYP TYPICAL
· '12 IBC - 2012 International Building Code
· '12 IPC - 2012 International Plumbing Code
APPLICABLE CODES AND STANDARDS
C-503
LI101 LANDSCAPE IRRIGATION PLAN AND DETAILS
G-101 SITE ACCESS & STAGING AREA
LP101 LANDSCAPE PLANTING PLAN AND DETAILS
SECTION
NUMBERS
IGC'S (4X4) 1155
COLUMBARIUM NICHES 640
SIZEBURIAL TYPE
F 4X4
QUANTITY ACREAGE
0.45
N/AN/A N/A
GRAVESITE NUMBERING PLAN
COLUMBARIUM DETAILS 1
COLUMBARIUM OPT. #1 320 N/AN/A N/A
V-101 TOPOGRAPHIC SURVEY
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SEAN M. FITZPATRICK
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DENVER, CO
LAUREL NORTH RD.
BUFFALO TRAIL RD.
LA
U
R
EL
A
IR
PO
R
T R
D
1ST AVENUE
CONSTRUCTION ACCESS ROUTE
CONSTRUCTION STAGING AREA
CONTRACTOR TO INSTALL CONSTRUCTION
SIGNS, SEE DETAILS 4/C-506 & 5/C-506;
COORDINATE LOCATION WITH CEMETERY STAFF
LAUREL MUNICIPAL
AIRPORT
GRAVESITE EXPANSION AREA
NEW COLUMBARIUM LOCATION
CONTRACTOR CAN STAGE ON ROAD NEXT TO
COLUMBARIUM BUT MUST ALLOW PUBLIC ACCESS
AND KEEP THE ROADS CLEAN AT ALL TIMES
NO CONSTRUCTION ACCESS
NO CONSTRUCTION ACCESS
ACCESS ROUTE FOR COLUMBARIUM
NO ACCESS FROM BUFFALO TRAIL OR
LAUREL NORTH ROADS.
CITY OF LAUREL
PLAN NOTES
1. CONTRACTOR TRAILER LOCATION TO BE DETERMINED IN
FIELD, COORDINATE WITH CEMETERY STAFF.
2. CONTRACTOR SHALL NOT USE CEMETERY ROADS FOR
ACCESS TO CONSTRUCTION SITE. SEE ACCESS ROUTE ON
THIS DRAWING.
3. CONTRACTOR TO MAINTAIN VISITOR ACCESS TO CEMETERY
OPEN AT ALL TIMES.
4. CONTRACTOR SHALL NOT INTERRUPT EVERYDAY CEMETERY
OPERATIONS DURING CONSTRUCTION.
5. CONTRACTOR SHALL COORDINATE WITH CEMETERY STAFF
DAILY ON BURIAL SCHEDULE
6. CONTRACTOR IS TO KEEP THE CEMETERY ROADS FREE OF
ALL DEBRIS AT ALL TIMES. INCLUDING THE STAGING AREA ON
THE ROAD NEXT TO THE COLUMBARIUM.
G-101
SITE ACCESS & STAGING AREA
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
1 NTS
SITE ACCESS & STAGING AREA PLAN
S
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DENVER, CO
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E X
I S
I T
N G
C O
L U
M B
A R
I U
M
L A
U R
R
P O
A
D
T R
A C
T
C
C
T R
A C
T
A
C
LEGEND
CEMETERY CORNER/SECTION MONUMENT
TREE - SIZE AS NOTED
BURIED TELEPHONE LINE
OVERHEAD POWER LINE
STORM DRAIN MANHOLE
STORM DRAIN INLET
SPV-IRIIGATION CONTROL VALVE
SIGN POST
FENCE LINE
T R
A C
T
C
C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 -Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
TOPOGRAPHIC SURVEY
V-101
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JOEL R. SPRING 14538LS
BH-4
3486.97
BH-6
3483.12
BH-5
3481.10
BH-2
3483.99
N10°27'39"W, 27.95' D=002°24'21" R=2923.68' L=122.76'
LC=N26°43'20"W, 122.76'
N27°55'30"W, 7 09.37'
N 89°25'07"E, 659.36'
S01°12'22"E, 986.28'
S89°00'51"W , 183.07'
N01°09'52"W, 224.61'
FLAG-US-ARMY
FLAG-USMC
FLAG-USN
FLAG-USCG
FLAG-USAF
FLAG-POW-MIA
FLAG-AMERICAN
BH-1
3491.82
FAP S
433(2)
A.K.A. LA
UREL
NORTH ROAD
A.K.A. B
UFFA
LO TR
AIL R
OAD
LA
U R
EL
A
IR
PO
R T
R O
A D
N26°55'36"W, 709.51'(R3)
N27°23'42"W, 709.51'(R4)
709.7' (R
6)
TRACT A-2
AMENDED TRACT A
OF C.O.S. 3287
9.49 ACRES
TR
AC
T C-
AM
EN
D
ED
C
.O .S
. 3
1.
A
CR
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N °4
'1
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.2
'(R
N °4
'1
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'(R
N00°55'26"W, 225.10'(R2)
N °5
'0
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.2
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'(R
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N °4
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'2
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N °5
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"W
.8
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N00°40'11"W, 986.43'(R4)
N °3
'4
"E
.8
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CITY
OF LA
UREL
TRACT D
C.O.S. 3162
REST
ROOM
HEADSTONE
ROWS
B
EN
C H
CEREMONY
AREA
B
EN
C H
BENCH
D
IR
T
PI
LE
S
COVERED
DIRECTORY
FLAG
DISPOSAL
PLAQUE
STORM DRAIN
RIM: 3484.31'
I.E.: 3480.67'
PODIUM
STORM MH
RIM: 3484.72'
15" IN 3480.56
24" IN 3477.24
24" OUT 3477.06
STORM MH
RIM: 3484.72'
RO
SS
EL
O
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TR
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T
.2
4'
.0
6'
COUNTY ROAD No. 163
AS SHOWN ON AMENDED C.O.S. 3287
30' EACH SIDE OF N-S MID-SECTION LINE
C.O.S. 3287 SHOWS PRIVATE OWNERSHIP TO THE SECTION
LINE. C.O.S. 3162 SHOWS PRIVATE OWNERSHIP STOPPING
AT THE RIGHT-OF-WAY LINE.
C7. A
VIG
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AR
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P.
O
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195.11' 29.50'
COUNTY ROAD No. 163
(3
(3
S
TO
R M
M H
R
IM
.7
IN
V
.1
APPROX. LOCATION
OF EXISTING
IRRIGATION SYSTEM
(TYPICAL)
BENCH
BENCHBENCH
BENCH
BENCH
EXISTING
SECTION A
TRADITIONAL
EXISTING COLUMBARIUM WALL -5
EXISTING COLUMBARIUM WALL -1
EXISTING
SECTION C
762 PPC
EXISTING
SECTION A
238 PRIVATE
VAULTS
EXISTING
SECTION B
632 IGC
EXISTING
SECTION D
MEMORIAL
BENCH
BENCH
EXISTING CONTOUR
PROPOSED CONTOUR
BORE HOLE LOCATION
SECTION MARKER
MONUMENT GRID MARKER
VARIOUS SIZE TREE OR BUSH
IRR. WATER SHUTOFF VALVE
HDPE STORM DRAIN PIPE, SEE 1/C-202
FLOWER WATERING STATION
CONSTRUCTION FENCE
REMOTE CONTROL VALVE ASSEMBLY -
PROTECT IN PLACE, REFER TO DETAIL 4/LI101
MANUAL ISOLATION VALVE ASSEMBLY
QUICK COUPLING VALVE ASSEMBLY, REFER
TO DETAIL 5/LI101
FULL PATTERN SPRINKLER HEAD
HALF PATTERN SPRINKLER HEAD
QUARTER PATTERN SPRINKLER HEAD
LEGEND AND SYMBOLS
TRASH
RECEPTACLE
VASE
RECEPTACLE
B-101
EXISTING CONDITIONS PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
1 1"=30'-0"
EXISTING CONDITIONS PLAN
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D=002°24'21" R=2923.68' L=122.76'
LC=N26°43'20"W, 122.76'
N27°55'30"W, 7 09.37'
N13°52'57"W, 41.21'
N 89°25'07"E, 659.36'
S01°12'22"E, 986.28'
S89°00'51"W , 183.07'
S89°27'33"W , 223.17'
N01°09'52"W, 224.61'
R .M
R .M
R .M
R .M
R .M
FLAG-US-ARMY
FLAG-USMC
FLAG-USN
FLAG-USCG
FLAG-USAF
FLAG-POW-MIA
FLAG-AMERICAN
EM
EM
FAP S
433(2)
A.K.A. LA
UREL
NORTH ROAD
A.K.A. B
UFFA
LO TR
AIL R
OAD
LA
U R
EL
A
IR
PO
R T
R O
A D
N26°55'36"W, 709.51'(R3)
TRACT A-2
AMENDED TRACT A
OF C.O.S. 3287
9.49 ACRES
TR
AC
T C-
AM
EN
D
ED
C
.O .S
. 3
1.
A
CR
ES
AMENDED C.O.S. 3162
N °4
'1
"E
.2
'(R
N °4
'1
"E
.2
'(R
N00°55'26"W, 225.10'(R2)
3.
R
.7
'(R
.7
(R
LC
N °4
'1
"W
.8
(R
N °1
'2
"W
.8
'(R
N00°40'11"W, 986.43'(R4)
R
PC
-1
R
PC
-1
S
ET
#5 R B W
" A
.C
CITY
OF LA
UREL
TRACT D
C.O.S. 3162
REST
ROOM
B
EN
C H
B
EN
C H
HEADSTONE
ROWS
B
EN
C H
CEREMONY
AREA
B
EN
C H
BENCH
GR
AV
EL
ED
RO
AD
WAY
D
IR
T
PI
LE
S
COVERED
DIRECTORY
FLAG
DISPOSAL
PLAQUE
STORM DRAIN
RIM: 3484.31'
I.E.: 3480.67'
PODIUM
STORM MH
RIM: 3484.72'
15" IN 3480.56
24" IN 3477.24
24" OUT 3477.06
STORM MH
RIM: 3484.72'
RO
SS
EL
O
T
TR
US
T
.2
4'
.0
6'
COUNTY ROAD No. 163
AS SHOWN ON AMENDED C.O.S. 3287
30' EACH SIDE OF N-S MID-SECTION LINE
C.O.S. 3287 SHOWS PRIVATE OWNERSHIP TO THE SECTION
LINE. C.O.S. 3162 SHOWS PRIVATE OWNERSHIP STOPPING
AT THE RIGHT-OF-WAY LINE.
C7. A
VIG
AT
IO
N
CLE
AR
ZO
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A C
C
ES
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A S
EM
EN
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EE
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40' 40'
C9. 10' COMMUNICATION
EASEMENT (SEE NOTE)
P.
O
.B
C- 2"
195.11' 29.50'
COUNTY ROAD No. 163
(3
(3
S
TO
R M
M H
R
IM
.7
IN
V .1
C O
N C R /W
M A R
KE
R W
R
EF
PI
N
APPROX. LOCATION
OF EXISTING
IRRIGATION SYSTEM
(TYPICAL)
BENCH
BENCHBENCH
BENCH
BENCH
±50'
±36'
10 (BID ADDITIVE-2)
10 (BID ADDITIVE-1)
1. REMOVE AND DISPOSE OF EXISTING SECTION MARKER
2. REMOVE ONCE REPLACEMENT SIGNS ARE READY AND
DISPOSE OF PLASTIC CEMETERY MAP SIGN.
3. REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB
4. REMOVE AND RELOCATE EXISTING GRANITE BENCH.
STORE AND PROTECT FOR REINSTALLMENT.
5. REMOVE ONCE THE REPLACEMENT SIGNS ARE READY
AND DISPOSE OF ALUMINUM SIGN PANEL AND PANEL
STRUCTURE. LEAVE POSTS IN PLACE.
6. INSTALL 6' HIGH CHAIN LINK CONSTRUCTION FENCE
WITH VISUAL SCREENING MATERIAL.
7. INSTALL 12' WIDE GATE TO MATCH CHAIN LINK FENCE.
8. REMOVE 1 1
2" IRRIGATION PIPING AND SPRINKLER
HEADS. TURNOVER SPRINKLER HEADS TO THE
CEMETERY STAFF.
9. APPROXIMATE AREA OF SOD TO BE REMOVED. SEE
C-102 AND LP-101.
10. BID ADDITIVES -1 & 2: ADDITIONAL REMOVAL AND
DISPOSAL OF EXISTING CONCRETE SLAB, AND
EXTENSION OF CONSTRUCTION FENCE TO
ENCOMPASS ADDITIONAL COLUMBARIUM
CONSTRUCTION AREA.
EXISTING CONTOUR
PROPOSED CONTOUR
SECTION MARKER
MONUMENT GRID MARKER
VARIOUS SIZE TREE OR BUSH
IRR. WATER SHUTOFF VALVE
ITEM TO BE DEMOLISHED
SECTION MARKER TO BE REMOVED
FLOWER WATERING STATION
CONSTRUCTION FENCE
SPRINKLER HEAD TO BE REMOVED
REMOTE CONTROL VALVE ASSEMBLY -
PROTECT IN PLACE, REFER TO DETAIL 4/LI101
MANUAL ISOLATION VALVE ASSEMBLY
FULL PATTERN SPRINKLER HEAD
HALF PATTERN SPRINKLER HEAD
QUARTER PATTERN SPRINKLER HEAD
SOD TO BE REMOVED
LEGEND AND SYMBOLS
1. CONTRACTOR TO COORDINATE CLOSURE / DEMOLITION
OF CONCRETE SLAB WITH CEMETERY TO
ACCOMMODATE VISITORS TO THE EXISTING
COLUMBARIUM WALLS.
2. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
3. CONTRACTOR TO PROTECT UTILITIES TO REMAIN
FUNCTIONAL DURING CONSTRUCTION.
4. INSTALL TREE PROTECTION FENCING AS NECESSARY TO
PROTECT ADJACENT TREES. WHERE WORK IS TO TAKE
PLACE UNDER TREE DRIP LINE, THE CONTRACTOR WILL
NOT PLACE EQUIPMENT OR MATERIAL WITHIN THE DRIP
LINE. SEE SPECIFICATIONS FOR ANY TREE ROOTS THAT
MAY BE IMPACTED.
5. CONTRACTOR IS TO KEEP ACCESS TO ALL AREAS AND
KEEP ALL ROADS CLEANED AT ALL TIMES.
PLAN NOTES
KEYED NOTES
TRASH
RECEPTACLE
VASE
RECEPTACLE
D-101
DEMOLITION PLAN
DEMOLITION PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
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NORTH
AutoCAD SHX Text 60'
AutoCAD SHX Text
SCALE: 1"= 30'
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AutoCAD SHX Text 30'
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SEAN M. FITZPATRICK
AutoCAD SHX Text 10850
44'-0"
'-0
'-0
NEW
SECTION F 1155
IGC (4x4)
BH-4
3486.97
BH-6
3483.12
BH-5
3481.10
BH-2
3483.99
D=002°24'21" R=2923.68' L=122.76'
LC=N26°43'20"W, 122.76'
N27°55'30"W, 7 09.37'
N 89°25'07"E, 659.36'
S01°12'22"E, 986.28'
N01°09'52"W, 224.61'
FLAG-US-ARMY
FLAG-USMC
FLAG-USN
FLAG-USCG
FLAG-USAF
FLAG-POW-MIA
FLAG-AMERICAN
BH-1
3491.82
FAP S
433(2)
A.K.A. LA
UREL
NORTH ROAD
A.K.A. B
UFFA
LO TR
AIL R
OAD
LA
U R
EL
A
IR
PO
R T
R O
A D
N26°55'36"W, 709.51'(R3)
TRACT A-2
AMENDED TRACT A
OF C.O.S. 3287
9.49 ACRES
TR
AC
T C-
AM
EN
D
ED
C
.O .S
. 3
1.
A
CR
ES
N00°55'26"W, 225.10'(R2)
R
.7
'(R
.7
(R
LC
N °4
'1
"W
.8
(R
N °1
'2
"W
.8
'(R
N00°40'11"W, 986.43'(R4)
CITY
OF LA
UREL
TRACT D
C.O.S. 3162
REST
ROOM
HEADSTONE
ROWS
B
EN
C H
CEREMONY
AREA
B
EN
C H
BENCH
D
IR
T
PI
LE
S
COVERED
DIRECTORY
FLAG
DISPOSAL
PLAQUE
STORM DRAIN
RIM: 3484.31'
I.E.: 3480.67'
PODIUM
STORM MH
RIM: 3484.72'
15" IN 3480.56
24" IN 3477.24
24" OUT 3477.06
STORM MH
RIM: 3484.72'
RO
SS
EL
O
T
TR
US
T
.2
4'
.0
6'
COUNTY ROAD No. 163
AS SHOWN ON AMENDED C.O.S. 3287
30' EACH SIDE OF N-S MID-SECTION LINE
C.O.S. 3287 SHOWS PRIVATE OWNERSHIP TO THE SECTION
LINE. C.O.S. 3162 SHOWS PRIVATE OWNERSHIP STOPPING
AT THE RIGHT-OF-WAY LINE.
C7. A
VIG
AT
IO
N
CLE
AR
ZO
NE
LI
MIT
(S
EE
N
OTE
C A C C
ES
S E
A S
EM
EN
T
(S
EE
N O
TE
40'
C9. 10' COMMUNICATION
EASEMENT (SEE NOTE)
P.
O
.B
C- 2"
195.11' 29.50'
COUNTY ROAD No. 163
(3
(3
S
TO
R M
M H
R
IM
: 3
.7
IN
V
.1
APPROX. LOCATION
OF EXISTING
IRRIGATION SYSTEM
(TYPICAL)
BENCH
BENCHBENCH
BENCH
BENCH
HEADSTONE
DIRECTION
EXISTING COLUMBARIUM WALL -5
NEW COLUMBARIUM WALL -4
NEW COLUMBARIUM WALL -3
(BID ADDITIVE -1)
EXISTING COLUMBARIUM WALL -1
NEW COLUMBARIUM WALL -2
(BID ADDITIVE -2)
4' -0
4'
-0
EXISTING
SECTION C
762 PPC
EXISTING
SECTION A
238 PRIVATE
VAULTS
10'-1"
20'-8"
'-1
5 16
'-0
'-4
EXISTING
SECTION B
632 IGC
EXISTING
SECTION D
MEMORIAL
C-402
140'-0"
(SIGN #1)
(SIGN #2)
F-1
F-2
F-5 F-9 F-13
F-4
F-7
F-6
F-8
F-11
F-10
F-12
F-15
F-14
F-16
F-3
N: 50187.90 E: 149836.87
N: 50187.90 E: 149831.66
N: 50030.91 E: 149839.04
N: 50030.92 E: 149833.83
EXISTING CONTOUR
PROPOSED CONTOUR
BORE HOLE LOCATION
SECTION MARKER
MONUMENT GRID MARKER
VARIOUS SIZE TREE OR BUSH
IRR. WATER SHUTOFF VALVE
HDPE STORM DRAIN PIPE, SEE 1/C-402
FLOWER WATERING STATION
REMOTE CONTROL VALVE ASSEMBLY -
PROTECT IN PLACE, REFER TO DETAIL 4/LI101
MANUAL ISOLATION VALVE ASSEMBLY
QUICK COUPLING VALVE ASSEMBLY, REFER
TO DETAIL 5/LI101
FULL PATTERN SPRINKLER HEAD
HALF PATTERN SPRINKLER HEAD
QUARTER PATTERN SPRINKLER HEAD
LEGEND AND SYMBOLS
1.
PLAN NOTES
1. INSTALL NEW SECTION MARKER PER LOCATIONS ON
C-101 AND DETAIL 4/C-504.
2. INSTALL GRID MONUMENT SEE DETAIL 3/C-504 -16
TYPICAL.
3. INSTALL FLOWER WATERING STATION, SEE DETAIL
4/C-505.
4. INSTALL NEW CEMETERY MAP SIGN PER DETAIL
6/C-504.
5. INSTALL NEW SIGN PANEL AND STRUCTURE PER
DETAILS 1&5/C-504. (SIGN #1)
6. GRANITE BENCHES TO BE REMOVED AND
REINSTALLED IN NEW LOCATION SHOWN . SEE D-101
& C-402
7. INSTALL NEW SIGN, POSTS AND FOUNDATION PER
DETAILS 1&5/C-504. (SIGN #2)
KEYED NOTES
C-101
SITE & UTILITY PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
SITE PLAN
Gravesite Grid Monuments
MONUMENT NORTHING EASTING
F-1 50171.08 149984.04 F-2 50170.41 149936.04 F-3 50169.75 149888.05 F-4 50169.08 149840.05 F-5 50127.08 149984.65 F-6 50126.42 149936.65 F-7 50125.75 149888.66 F-8 50125.09 149840.66 F-9 50083.09 149985.26
F-10 50082.42 149937.26 F-11 50081.76 149889.27 F-12 50081.09 149841.27 F-13 50039.09 149985.87 F-14 50038.43 149937.87 F-15 50037.76 149889.88 F-16 50037.10 149841.88
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SEAN M. FITZPATRICK
AutoCAD SHX Text 10850
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DENVER, CO
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NORTH
AutoCAD SHX Text 60'
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SCALE: 1"= 30'
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BH-4
3486.97
BH-6
3483.12
BH-5
3481.10
BH-2
3483.99
BH-1
3491.82
HEADSTONE
ROWS
STORM MH
RIM: 3484.72'
N
E
W
S
L
O
P
E
E
X
I
S
T
I
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S
L
O
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E X
I S
I T
N G
C O
L U
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I U
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L A
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A
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A C
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A
C
N
E
W
S
L
O
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E
1. MATCH EXISTING T.O.C. GRADE.
2. NEW FLOWER WATERING STATION, SEE DETAIL
4/C-505.
EXISTING CONTOUR
PROPOSED CONTOUR
SURFACE SLOPE
BORE HOLE LOCATION
SECTION MARKER
MONUMENT GRID MARKER
STORM DRAIN OUTLET STRUCTURE
VARIOUS SIZE TREE OR BUSH
IRR. WATER SHUTOFF VALVE
HDPE STORM DRAIN PIPE, SEE 1/C-202
FLOWER WATERING STATION
CONSTRUCTION FENCE
NEW STORM DRAIN CATCH BASIN
REMOTE CONTROL VALVE ASSEMBLY -
PROTECT IN PLACE, REFER TO DETAIL 4/LI101
MANUAL ISOLATION VALVE ASSEMBLY
QUICK COUPLING VALVE ASSEMBLY, REFER
TO DETAIL 5/LI101
FULL PATTERN SPRINKLER HEAD
HALF PATTERN SPRINKLER HEAD
QUARTER PATTERN SPRINKLER HEAD
SLOPE
2.4%
LEGEND AND SYMBOLS
KEYED NOTES
C-102
GRADING AND DRAINAGE PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
GRADING AND DRAINAGE PLAN
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SEAN M. FITZPATRICK
AutoCAD SHX Text 10850
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DENVER, CO
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NORTH
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SCALE: 1"= 30'
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B H -3
.3
N 89°25'07"E, 2634.81'
FLAG-AMERICAN
LA
U R
EL
A
IR
PO
R T
R O
A D
N °4
'1
"E
.8
'(R
S °4
'1
"W
.7
'(R
TRACT A-2
AMENDED TRACT A
OF C.O.S. 3287
9.49 ACRES
TR
AC
T C-
AM
EN
D
ED
C
.O .S
. 3
1.
A
CR
ES
CITY
OF LA
UREL
TRACT C
-1
AMENDED C.O.S. 3162
N °4
'1
"E
.2
'(R
N °4
'1
"E
.2
'(R
195.07'
N00°55'26"W, 225.10'(R2)
3.
N00°40'11"W, 986.43'(R4)
REST
ROOM
HEADSTONE
ROWS
B
EN
C H
CEREMONY
AREA
B
EN
C H
GR
AV
EL
ED
RO
AD
WAY
D
IR
T
PI
LE
S
D
IR
T
PI
LE
S
COVERED
DIRECTORY
FLAG
DISPOSAL
PLAQUE
STORM DRAIN
RIM: 3484.31'
I.E.: 3480.67'
PODIUM
STORM MH
RIM: 3484.72'
15" IN 3480.56
24" IN 3477.24
24" OUT 3477.06
STORM MH
RIM: 3484.72'
.2
4'
.0
6'
COUNTY ROAD No. 163
AS SHOWN ON AMENDED C.O.S. 3287
30' EACH SIDE OF N-S MID-SECTION LINE
C.O.S. 3287 SHOWS PRIVATE OWNERSHIP TO THE SECTION
LINE. C.O.S. 3162 SHOWS PRIVATE OWNERSHIP STOPPING
AT THE RIGHT-OF-WAY LINE.
C7. A
VIG
AT
IO
N
CLE
AR
ZO
NE
LI
MIT
(S
EE
N
OTE
P.
O
.B
A- 2"
P.
O
.B
C- 2"
29.70'
195.11' 29.50'
COUNTY ROAD No. 163
(3
S
TO
R M
M H
R
IM
.7
IN
V
.1
APPROX. LOCATION
OF EXISTING
IRRIGATION SYSTEM
(TYPICAL)
MS
SWM
6 77
E X
I S
I T
N G
C O
L U
M B
A R
I U
M
L A
U R
E L
A
I R
P O
A
D
T R
A C
T
C
C
T R
A C
T
A
C
T R
A C
T
C
C
EXISTING CONTOUR
PROPOSED CONTOUR
FLOW ARROW
SECTION MARKER
MONUMENT GRID MARKER
IRR. WATER SHUTOFF VALVE
STOCKPILE MANAGEMENT
STABILIZED CONSTRUCTION ENTRANCE / EXIT
MATERIAL DELIVERY, HANDLING, STORAGE AND
USE
INLET PROTECTION
SILT FENCE
NEW STORM DRAIN CATCH BASIN
REMOTE CONTROL VALVE ASSEMBLY -
PROTECT IN PLACE, REFER TO DETAIL 4/LI101
MANUAL ISOLATION VALVE ASSEMBLY
QUICK COUPLING VALVE ASSEMBLY, REFER TO
DETAIL 5/LI101
FULL PATTERN SPRINKLER HEAD
HALF PATTERN SPRINKLER HEAD
QUARTER PATTERN SPRINKLER HEAD
LEGEND AND SYMBOLS
PLAN NOTES
1. INSTALL CONSTRUCTION SILT FENCE, SEE 1/C-506
2. INSTALL CONSTRUCTION ENTRANCE/EXIT, SEE 2/C-506
3. INSTALL INLET PROTECTION, SEE 3/C-506
4. NEW FLOWER WATERING STATION, SEE DETAIL
4/C-505
5. STABILIZE DISTURBED AREA WITH TEMPORARY
MULCHING OR SEEDING AS REQUIRED PER PLAN
NOTE 8.
6. TEMPORARY 10" HEAVY DUTY HDPE CULVERT UNDER
CONSTRUCTION ENTRANCE. SEE DETAIL 6/C-506.
7. PROVIDE TYPE -1 RIP RAP 6' OUT FROM AND AROUND
EACH CULVERT. SEE DETAIL 6/C-506
KEYED NOTES
SWM
MS
1. ACTIVITIES PERFORMED ON THIS PROJECT MUST
COMPLY WITH THE REQUIREMENTS OF MONTANA
DEPARTMENT OF ENVIRONMENTAL QUALITY
CONSTRUCTION GENERAL PERMIT.
2. THE CONTRACTOR SHALL INSTALL THE EROSION
CONTROL AND PREVENTION STRUCTURES AS SHOWN
PRIOR TO DISTURBANCE OF THE ASSOCIATED AREA.
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL
DEVICES, AS REQUIRED, TO CONTROL SOIL EROSION
DURING CONSTRUCTION.
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY
MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED, ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFF SITE SEDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
STABILIZED.
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO
MINIMIZE THE TRACKING OF MUD ONTO THE PAVED
ROADWAY FROM CONSTRUCTION AREAS. THE
CONTRACTOR SHALL REMOVE MUD/SOIL FROM THE
PAVEMENT, IMMEDIATELY.
6. EGRESS FROM THE SITE MUST BE CONTROLLED SUCH
THAT ALL VEHICLES LEAVING THE SITE MUST TRAVERSE
THE CONSTRUCTION ENTRANCE AS SHOWN.
7. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL
BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5)
INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED, AS NECESSARY.
8. THE CONTRACTOR SHALL SOD ALL AREAS DISTURBED
BY CONSTRUCTION PER THE LANDSCAPE PLAN (SEE
SHEET LP101). STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE
SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS
CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE
WILL RESUME WITHIN TWENTY-ONE (21) DAYS. IF WORK IS
SUSPENDED OR DELAYED FOR MORE THAN 14 DAYS, THE
CONTRACTOR SHALL TEMPORARILY STABILIZE THE
DISTURBED AREA AT NO ADDITIONAL COST TO THE
OWNER.
9. SILT FENCE SHOULD BE LOCATED AT TOP OF SLOPE IF
POSSIBLE. IF THE LIMITS OF CONSTRUCTION EXTENDS
BEYOND THE TOP OF THE SLOPE, THEN THE SILT FENCE
MAY BE LOCATED AT THE FENCE LINE AND MAY BE
ATTACHED TO THE FENCE IN A SECURE MANNER.
C-103
EROSION & SEDIMENT CONTROL
PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
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SEAN M. FITZPATRICK
AutoCAD SHX Text 10850
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DENVER, CO
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NORTH
AutoCAD SHX Text 60'
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1.
PLAN NOTES
KEYED NOTES
1. LIMESTONE CAP TO MATCH EXISTING, SEE DETAILS
ON C-501.
2. ALL JOINTS TO BE FILLED WITH BACKER ROD AND
SEALANT, TYP., SEE DETAILS ON C-501.
3. LIMESTONE NUMBERS TO MATCH EXISTING, SEE
DETAILS 8/C-502.
4. ASHLAR STONE VENEER TO MATCH EXISTING COLOR,
SIZE, AND TEXTURE, SEE DETAILS ON C-501.
5. CONCRETE FOUNDATION AND FOOTING, SEE DETAIL
ON C-501.
6. SET STONE SO THAT NO JOINTS ARE UNDER
LETTERING, SEE DETAIL ON C-501.
7. ALUMINUM LETTERING (VERTICALLY) AND
NUMBERING (ON THE CAP) TO MATCH EXISTING, SEE
DETAIL 7/C-501.
8. ALL CAP JOINTS TO ALIGN WITH PRECAST UNIT
JOINTS, TYP..
9. GRAVEL STRIP BELOW (SEE DETAIL 4/C501).
10. 4" STORM DRAIN LINE.
11. LIMESTONE CAP ABOVE.
F.G. ELEV
MATCH EXISTING
CONTRACTOR TO VERIFY
MATCH EXISTING
CONTRACTOR TO VERIFY
3'- 8"
2'-
32'-6"
8" 8'-11
2"8'-11 2"8'-11
2" 5" 1'-1"
34'-8"
8" 5"
1'-1"
FOUNDATION
FO
U
N D
AT
IO
N 1'-
0" 1'-
0"
C-501
C-501
C-501
C-201
C-201
C-501
C-201
C-501
C-501 3 C-201
C-201
C-201
F.G. ELEV
F.G. ELEV
4"MIN - 8" MAX
F.G. ELEV
4"MIN - 8" MAX
4"MIN - 8" MAX
4"MIN - 8" MAX
C-501
C-501
F.G. ELEV
4"MIN - 8" MAX
C-201
COLUMBARIUM ELEVATIONS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
National Cemetery Administration
Office of Design & Construction
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick
NONE
YELLOWSTONE NATIONAL
CEMETERY COLUMBARIUM &
IN-GROUND CREMAINS
Laurel, MT
938CM3001
N/A Project Director
07/31/2019 S.F.Revisions: Date:
Steve Davis Department of Veterans Affairs, NCA
Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 19
C.K.
1 1/2" = 1'-0"
COLUMBARIUM WEST ELEVATION
2 1/2" = 1'-0"
COLUMBARIUM EAST ELEVATION
3 1/2" = 1'-0"
COLUMBARIUM NORTH ELEVATION
4 1/2" = 1'-0"
COLUMBARIUM SOUTH ELEVATION 6 1" = 1'-0"
ROW AND COLUMN IDENTIFICATION
5 1/2" = 1'-0"
COLUMBARIUM PLAN
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SEAN M. FITZPATRICK
AutoCAD SHX Text 10850
HEADSTONE
DIRECTION
1155 1122 1089 1056 1023 990 957 924 891 858 825 792 759 726 693 660 627 594 561 528 495 462 429 396 363 330 297 264 231 198 165 132 99 66 33
1154 1121 1088 1055 1022 989 956 923 890 857 824 791 758 725 692 659 626 593 560 527 494 461 428 395 362 329 296 263 230 197 164 131 98 65 32
1153 1120 1087 1054 1021 988 955 922 889 856 823 790 757 724 691 658 625 592 559 526 493 460 427 394 361 328 295 262 229 196 163 130 97 64 31
1152 1119 1086 1053 1020 987 954 921 888 855 822 789 756 723 690 657 624 591 558 525 492 459 426 393 360 327 294 261 228 195 162 129 96 63 30
1151 1118 1085 1052 1019 986 953 920 887 854 821 788 755 722 689 656 623 590 557 524 491 458 425 392 359 326 293 260 227 194 161 128 95 62 29
1150 1117 1084 1051 1018 985 952 919 886 853 820 787 754 721 688 655 622 589 556 523 490 457 424 391 358 325 292 259 226 193 160 127 94 61 28
1149 1116 1083 1050 1017 984 951 918 885 852 819 786 753 720 687 654 621 588 555 522 489 456 423 390 357 324 291 258 225 192 159 126 93 60 27
1148 1115 1082 1049 1016 983 950 917 884 851 818 785 752 719 686 653 620 587 554 521 488 455 422 389 356 323 290 257 224 191 158 125 92 59 26
1147 1114 1081 1048 1015 982 949 916 883 850 817 784 751 718 685 652 619 586 553 520 487 454 421 388 355 322 289 256 223 190 157 124 91 58 25
1146 1113 1080 1047 1014 981 948 915 882 849 816 783 750 717 684 651 618 585 552 519 486 453 420 387 354 321 288 255 222 189 156 123 90 57 24
1145 1112 1079 1046 1013 980 947 914 881 848 815 782 749 716 683 650 617 584 551 518 485 452 419 386 353 320 287 254 221 188 155 122 89 56 23
1144 1111 1078 1045 1012 979 946 913 880 847 814 781 748 715 682 649 616 583 550 517 484 451 418 385 352 319 286 253 220 187 154 121 88 55 22
1143 1110 1077 1044 1011 978 945 912 879 846 813 780 747 714 681 648 615 582 549 516 483 450 417 384 351 318 285 252 219 186 153 120 87 54 21
1142 1109 1076 1043 1010 977 944 911 878 845 812 779 746 713 680 647 614 581 548 515 482 449 416 383 350 317 284 251 218 185 152 119 86 53 20
1141 1108 1075 1042 1009 976 943 910 877 844 811 778 745 712 679 646 613 580 547 514 481 448 415 382 349 316 283 250 217 184 151 118 85 52 19
1140 1107 1074 1041 1008 975 942 909 876 843 810 777 744 711 678 645 612 579 546 513 480 447 414 381 348 315 282 249 216 183 150 117 84 51 18
1139 1106 1073 1040 1007 974 941 908 875 842 809 776 743 710 677 644 611 578 545 512 479 446 413 380 347 314 281 248 215 182 149 116 83 50 17
1138 1105 1072 1039 1006 973 940 907 874 841 808 775 742 709 676 643 610 577 544 511 478 445 412 379 346 313 280 247 214 181 148 115 82 49 16
1137 1104 1071 1038 1005 972 939 906 873 840 807 774 741 708 675 642 609 576 543 510 477 444 411 378 345 312 279 246 213 180 147 114 81 48 15
1136 1103 1070 1037 1004 971 938 905 872 839 806 773 740 707 674 641 608 575 542 509 476 443 410 377 344 311 278 245 212 179 146 113 80 47 14
1135 1102 1069 1036 1003 970 937 904 871 838 805 772 739 706 673 640 607 574 541 508 475 442 409 376 343 310 277 244 211 178 145 112 79 46 13
1134 1101 1068 1035 1002 969 936 903 870 837 804 771 738 705 672 639 606 573 540 507 474 441 408 375 342 309 276 243 210 177 144 111 78 45 12
1133 1100 1067 1034 1001 968 935 902 869 836 803 770 737 704 671 638 605 572 539 506 473 440 407 374 341 308 275 242 209 176 143 110 77 44 11
1132 1099 1066 1033 1000 967 934 901 868 835 802 769 736 703 670 637 604 571 538 505 472 439 406 373 340 307 274 241 208 175 142 109 76 43 10
1131 1098 1065 1032 999 966 933 900 867 834 801 768 735 702 669 636 603 570 537 504 471 438 405 372 339 306 273 240 207 174 141 108 75 42 9
1130 1097 1064 1031 998 965 932 899 866 833 800 767 734 701 668 635 602 569 536 503 470 437 404 371 338 305 272 239 206 173 140 107 74 41 8
1129 1096 1063 1030 997 964 931 898 865 832 799 766 733 700 667 634 601 568 535 502 469 436 403 370 337 304 271 238 205 172 139 106 73 40 7
1128 1095 1062 1029 996 963 930 897 864 831 798 765 732 699 665A 633 600 567 534 501 468 435 402 369 336 303 270 237 204 171 138 105 72 39 6
1127 1094 1061 1028 995 962 929 896 863 830 797 764 731 698 665 632 599 566 533 500 467 434 401 368 335 302 269 236 203 170 137 104 71 38 5
1126 1093 1060 1027 994 961 928 895 862 829 796 763 730 697 664 631 598 565 532 499 466 433 400 367 334 301 268 235 202 169 136 103 70 37 4
1125 1092 1059 1026 993 960 927 894 861 828 795 762 729 696 663 630 597 564 531 498 465 432 399 366 333 300 267 234 201 168 135 102 69 36 3
1124 1091 1058 1025 992 959 926 893 860 827 794 761 728 695 662 629 596 563 530 497 464 431 398 365 332 299 266 233 200 167 134 101 68 35 2
1123 1090 1057 1024 991 958 925 892 859 826 793 760 727 694 661 628 595 562 529 496 463 430 397 364 331 298 265 232 199 166 133 100 67 34 1
C-401
GRAVESITE NUMBERING PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% BID DOCUMENTS
N/A
N…
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