230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 5 of 8.pdf
PDF 17 MB Posted
- Solicitation number
- 36C78623B0029
About this file
This federal contract opportunity notice solicits bids for the construction of a new cemetery in Elko, Nevada. The Department of Veterans Affairs National Cemetery Administration issued solicitation number 36C78623B0029 to procure cemetery construction services outlined in the five bid documents and plans files provided. Services required include all aspects of constructing a new veterans cemetery, with a response deadline of June 23, 2023. The award date was not specified but will likely occur within 90 days of the response deadline. Pricing is to be provided on a firm fixed price basis. No set asides or incumbent were noted. The solicitation was released to support the Department of Veterans Affairs' mission of interring veterans and providing lasting memorials that commemorate their service and sacrifice.
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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
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
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_c _c ol um ba riu m .d w g e di t:js ch m itz er le s av ed
:4/
/2
2:
P
M p lo t:5 /9
/2
8:
A
M
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
KEY MAP N.T.S.
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM LAYOUT,
ADDRESSING & FOUNDATION PLAN
CK401
51JSJL
N0 4' 8' 16'
SCALE:4
COLUMBARIUM NUMBERING PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
A
NORTHING EASTING
CONTROL POINTS
CEMETERY ROAD
20101
LEGEND
PROPERTY LIMITS
GRADING LIMITS
FLOWER GRAVEL STRIP
FLOWER WATERING
STATION
ORNAMENTAL FENCE
NUMBERING DIRECTION
NICHE COLUMN NUMBERING
WALL ID NUMBER
TOP OF PIER ELEVATION
TOP OF WALL ELEVATION
TOP OF MASONRY LEDGE
ELEVATION
TOP OF FOOTING ELEVATION
WALL GRIDLINES
CONTROL POINT
BROOM FINISH DIRECTION
CONCRETE PAVEMENT
EXPANSION JOINT
CONCRETE SIDEWALK
DETECTABLE WARNING PANEL
6' BENCH
A
TOP
TOW
TOL
TFE
A
C
C
B B
N0 4' 8' 16'
SCALE:2
COLUMBARIUM LAYOUT PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
N0 4' 8' 16'
SCALE:3
COLUMBARIUM PAVEMENT PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
CEMETERY ROAD
N0 4' 8' 16'
SCALE:1
COLUMBARIUM FOUNDATION PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
CK501
CK501
CK501
R3'-0", TYP.
CEMETERY ROAD
CEMETERY ROAD
8' -0
8'-0"
1 2
A
TOP 5350.56
TOW 5343.53
TOL 5342.46
TOP 5350.56
TOP 5350.96
TOP 5350.56
TOW 5343.93
TOW 5344.33
TOL 5342.27
TOL 5342.78
1 2
A
30'-6"
4' -6
'-1 01 8"
30'-5"
6'-6"
'-0
R3'-0" TYP.
EQ
. S
PA
C
ES
3 EQ. SPACES
8'-0"
596238.434129468501.4319
596281.588828468540.6893
24'-0"
'-0
A
CK501
CK501
CK501
8'-0"
4'-0" 6'-0"
6'-6"
B
D
C
8'-0" 8'-0" 8'-0"
8'-1 4"
2' -7
3 8" 2'
-7 3 8"
2' -7
3 8" 2'
-7 3 8"
TFE 5340.1
TFE 5339.90
TFE 5340.4
AutoCAD SHX Text 5/5/2023
A
B
C
D
E
1 10 20 30
A
B
C
D
E
A
B
C
D
E
1 10 20
A
B
C
D
E
A
B
C
D
E
1 10 20
A
B
C
D
E
2'-9" 5'-0 9 16" 2'-9" 3'-0" 4'-0 9
16" 3'-0"
2'-9" 5'-0 9
16" 2'-9"
1'-03 4"
4' -6
4' -6
4' -6
" 1'-03 4"
4' -6
" 1'-33 4"
4' -6
4' -6
" 1'-33 4"
4"
6' -6
6' -6
6' -6
" 33 4"
CA
1:12 MIN. SLOPE, TYP.
1:12 MIN. SLOPE, TYP.
A
B
C
D
E
30 40
A
B
C
D
E
5'-0 9 16" 2'-9"2'-9" 3'-31
4"
7" 7" 7" 7"
2'-6" 4'-0 9 16" 3'-31
4"5'-31 4"
7" 7" 7"7"
10"
5 8"
3'-0" 2'-9"3'-0"
7"
7"
45 8"
10"
7"
5 8"
7"
45 8"
7" 7" 7"
1'-27 8"
1'-61 8" 1'-27
8"
4"
1'-15 8"
4"
8"
8"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _c ol um ba riu m d et ai ls .d di t:js ch m itz er le s av ed
:5/ 4/
:2
PM
pl ot
:5/ 9/
:2
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM
DETAILS
52JSJL
CK502
CK502
CK502
CK502
CK502
CK502
CK501
SCALE:2
COLUMBARIUM (5 HIGH X 24 WIDE)
1/4" = 1'-0"
COLUMN NUMBERING, TYP.
SEE DETAIL 4/CK503
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
ROW LETTERING
SEE DETAIL 5/CK504
COLUMN NUMBERING, TYP.
SEE DETAIL 4/CK505
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
NICHE UNIT COVER
SEE DETAIL 5/CK505
ROW LETTERING
SEE DETAIL 5/CK504
10'-1 1/2", TYP.
10 NICHE PRE-CAST UNIT, TYP.
3/8" JOINT W/ BACKER
ROD & SEALANT, TYP.
36'-0"
CONCRETE STEM
WALL
NATURAL STONE
TYPE-1
PRECAST UNIT
1" AIR GAP
30'-6"
CONCRETE STEM
WALL
NATURAL STONE
TYPE-1
PRECAST UNIT
1" AIR GAP
8'-1 1/2"
8 NICHE PRE-CAST UNIT, TYP.
3/8" JOINT W/ BACKER
ROD & SEALANT, TYP.
CK501
SCALE:1
COLUMBARIUM (5 HIGH X 30 WIDE)
1/4" = 1'-0"
CAP PLAN
ELEVATION
CAP PLAN
ELEVATION
CK502
CK502
CK502
CK501
SCALE:3
COLUMBARIUM (5 HIGH X 20 WIDE)
1/4" = 1'-0"
COLUMN NUMBERING, TYP.
SEE DETAIL 4/CK503
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
ROW LETTERING
SEE DETAIL 5/CK504
10'-1 1/2", TYP.
10 NICHE PRE-CAST UNIT
3/8" JOINT W/ BACKER
ROD & SEALANT, TYP.
25'-10 1/8"
CONCRETE STEM
WALL
NATURAL STONE
TYPE-1
PRECAST UNIT
1" AIR GAP
CAP PLAN
ELEVATION A
CK501
0 2' 4' 8' 0 2' 4' 8'
0 2' 4' 8'
CK502
CK502
NICHE UNIT COVER
SEE DETAIL 5/CK505
NICHE UNIT COVER
SEE DETAIL 5/CK505
CK502
A
SCALE:4
NATURAL STONE CAP TYPES
1/2" = 1'-0" 0 1' 2' 4'
A A1 A2 B B1 B2
C C1 C2
A A1 A1 A1 A1 A1 A1 A2 B B1 B1 B1 B1 B1 B1 B2
C C1 C1 C1 C1 C2
SCALE:9
COLUMBARIUM COLUMN
"C" SIDE ELEVATION
1/2" = 1'-0"
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
COLUMBARIUM WALL
LETTER, SEE 6/CK503
SCALE:8
COLUMBARIUM COLUMN
"A" AND "B" SIDE ELEVATION
1/2" = 1'-0"
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
COLUMBARIUM WALL
LETTER, SEE 6/CK503
3' -6
/8
/8
3' -6
/8
/8
CLCL
0 1' 2' 4' 0 1' 2' 4'
SEE DETAIL 4/CK401
FOR "A" OR "B"
IDENTIFICATION
LETTER
SEE DETAIL 4/CK401 FOR "C"
IDENTIFICATION LETTER
SCALE:5
NATURAL STONE CAP TYPES A & B
1-1/2" = 1'-0" 0 1/2' 1' 1-1/2'
SCALE:6
NATURAL STONE CAP TYPE C
1-1/2" = 1'-0" 0 1/2' 1' 1-1/2'
4'-6"
4"
1/
4"
4 3/4" CLR.
4 3/4" CLR.
4"
1/
4"
6'-6"
CAP SLOT FOR SS PIN. TWO
PINS PER CAP UNLESS
OTHERWISE SHOWN.
CAP SLOT FOR SS PIN. TWO
PINS PER CAP UNLESS
OTHERWISE SHOWN.
COLUMN "A" COLUMN "A"
COLUMN "A"
COLUMN "A"
COLUMN "B"COLUMN "B"
DRIP EDGE
SEE DETAIL 2/CK503
DRIP EDGE
SEE DETAIL 2/CK503
FINISHED GRADE FINISHED GRADE
CK501
CK501
CK501
CK501
CK501
CK501
CK501
CK501
CK501
ELEVATION B
COLUMN NUMBERING, TYP.
SEE DETAIL 4/CK503
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
ROW LETTERING
SEE DETAIL 5/CK504
NICHE UNIT COVER
SEE DETAIL 5/CK505
1'-7 7/16"
1'-7 7/16"
4" 4"1'-8 13/16"
1'-1 15/16" 1'-8 13/16"
1'-2 5/8"
D
TOE-KICK PLAN TOE-KICK PLAN
TOE-KICK PLAN
D1 D2
D4 D1
D4
D7D7
D8 D6 D9
D6 D10
D3D3
D10
D5
D1
D1
D4
D4
D5
D11D12D11D12
D12 D11
D11 D12
D D1 D2 D3
SCALE:7
NATURAL STONE TOE-KICK TYPES
1/2" = 1'-0" 0 1' 2' 4'
D4 D5 D6 D7 D8 D9 D10
D11 D12
D1
D1
D1
D1
D1
D1
D1
D1
D1
D1
D6
D6
D6
D6
D6
D6
D6
D6
D6
D6
D1
D1
D1
D1
D1
D1
D4
D4
NATURAL STONE TYPE-2
VENEER SIZES TO BE 1'-2 7/8"
& 1'-6 1/8" ON BACK OF WALL.
NATURAL STONE TYPE-2
VENEER SIZES TO BE 11 7/8"
& 1'-1 5/8" ON BACK OF WALL.
AGGREGATE BASE
CONCRETE PAVEMENT, BROOM FINISH PERPENDICULAR
TO DIRECTION OF TRAFFIC
APPROVED SUBGRADE
5"
18" 12"
TRANSITION
NOTE:
1) THICKENED EDGE CONCRETE ADJACENT TO FLOWER STRIPS AT MEMORIAL WALL AND
COLUMBARIA.
2) CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. PROVIDE EXPANSION JOINTS NEXT TO
ALL FIXED OBJECTS.
8"
R1
2", TYP.
4"
DECORATIVE PEA GRAVEL
VARIES
NON-WOVEN FABRIC, OVERLAP SEAMS 12" MIN.
PERFORATED DRAINTILE, SEE UTILITY PLAN
DRAINAGE FILL OR DECORATIVE PEA GRAVEL
12"
MIN.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _c ol um ba riu m d et ai ls .d di t:js ch m itz er le s av ed
:5/ 4/
:2
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM
DETAILS
53JSJL
SCALE:4
COLUMBARIUM SIDE SECTION
1/2" = 1'-0"
SCALE:6
COLUMBARIUM WALL SECTION
1/2" = 1'-0"
SCALE:9
COLUMBARIUM NICHE UNIT SECTION
1/2" = 1'-0"
CK502
NATURAL STONE
TYPE-1 CAP
NATURAL STONE TYPE-1
CIP CONCRETE
CAP JOINT DETAIL
SEE 1/CK503
CAP SETTING DETAIL
SEE 3/CK503
CAP JOINT DETAIL
SEE 1/CK503
NICHE COVER ATTACHMENT,
SEE 4/CK505
NICHE COVER PLATE
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
CIP CONCRETE
NATURAL STONE
TYPE-1 CAP
SCALE:5
COLUMBARIUM WALL SECTION
1/2" = 1'-0"
SCALE:3
COLUMBARIUM SIDE SECTION
1/2" = 1'-0"
SCALE:8
COLUMBARIUM NICHE UNIT SECTION
1/2" = 1'-0"
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
CIP CONCRETE
CAP JOINT DETAIL
SEE 1/CK503
CAP SETTING DETAIL
SEE 1/CK503
NATURAL STONE
TYPE-2 VENEER
CIP CONCRETE
CAP JOINT DETAIL
SEE 1/CK503
NICHE COVER ATTACHMENT,
SEE 4/CK505
NICHE COVER
PLATE
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
CIP CONCRETE
NATURAL STONE
TYPE-1 CAP
NATURAL STONE TYPE-1
SEE 8/CK503
NATURAL STONE TYPE-1
SEE 8/CK503
NATURAL STONE TYPE-1
SEE 10/CK503NATURAL STONE TYPE-1
SEE 8/CK503
NATURAL STONE TYPE-1
SEE 9/CK503
NATURAL STONE TYPE-1
SEE 8/CK503
1/
4" 1/
2" J
O
IN
T 7'
-6
/8
3/ 8"
J O
IN
T
VA
R
IE
S
1/
4" 1/
2" J
O
IN
T 7'
-6
/8
3/ 8"
J O
IN
T
VA
R
IE
S
SS MASONRY ANCHOR SS MASONRY ANCHOR
SS MASONRY ANCHOR
SS MASONRY ANCHOR
SS MASONRY ANCHOR
PRECAST NICHE UNIT
PRECAST NICHE UNIT
1" AIR GAP 1" AIR GAP
1" AIR GAP 1" AIR GAP
1" AIR GAP
4" AIR GAP
VA
R
IE
S
3/
8" 0"
J O
IN
T
7' -0
1/ 2"
J O
IN
T
1/
4"
VA
R
IE
S
6"
3/ 8"
J O
IN
T
7' -0
1/ 2"
J O
IN
T
1/
4" 3/
8" J
O
IN
T
3/ 8"
J O
IN
T
VA
R
IE
S
6"
3/ 8"
J O
IN
T
7' -0
1/ 2"
J O
IN
T
1/
4" 3/
8" J
O
IN
T
7' -0
1/ 2"
J O
IN
T
1/
4"
2'-3" 2'-3" 3'-3" 3'-3"
2'-3" 2'-3" 3'-3" 3'-3"
3'-3" 3'-3"2'-3" 2'-3"
0 1' 2' 4' 0 1' 2' 4'
0 1' 2' 4'0 1' 2' 4'
0 1' 2' 4'0 1' 2' 4'
A
A
A
NATURAL STONE TYPE-1
SCALE:1
COLUMBARIUM END PIER - SECTION
1-1/2" = 1'-0"
4' -6
3' -2
8"
8"
1'-2"9 3/8"
1' -0
1' -6
CONCRETE STEM
WALL
PRECAST COLUMBARIUM
NICHE UNITS
1" AIR GAP
NATURAL STONE
TYPE-1
SCALE:7
COLUMBARIUM END PIER - SECTION
1-1/2" = 1'-0"
6' -6
5' -2
8"
8"
1'-2"9 3/8"
1' -0
3' -2
CONCRETE STEM
WALL
PRECAST
COLUMBARIUM
NICHE UNITS
2" AIR GAP
NATURAL STONE
TYPE-1
3/8" JOINT W/ BACKER
ROD & SEALANT, TYP.
SCALE:2
COLUMBARIUM END PIER - SECTION
1-1/2" = 1'-0"
4' -6
3' -2
8"
8"
1'-5"9 3/8"
1' -0
1' -6
CONCRETE STEM
WALL
PRECAST COLUMBARIUM
NICHE UNITS
1" AIR GAP
NATURAL STONE
TYPE-1
0 1/2' 1' 1-1/2' 0 1/2' 1' 1-1/2'
0 1/2' 1' 1-1/2'
8"
3/8" JOINT W/ BACKER
ROD & SEALANT
8"
2" AIR GAP
2" AIR GAP
3/8" JOINT W/ BACKER
ROD & SEALANT
1' -0
1" AIR GAP
TOP
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOP
ELEVATION
TOP
ELEVATION
TOP
ELEVATION
TOP
ELEVATION
TOP
ELEVATION
TOW
ELEVATION
VA
R
IE
S
6"
3/ 8"
J O
IN
T
3/ 8"
J O
IN
T
TOW
ELEVATION
FLOWER STRIP
SEE 10/CK502
FLOWER STRIP
SEE 10/CK502
FLOWER STRIP
SEE 10/CK502
FLOWER STRIP
SEE 10/CK502
SCALE:10
COLUMBARIUM END PIER - SECTION
1'-0" = 1'-0"
A
B
C
D
E
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _c ol um ba riu m d et ai ls .d di t:js ch m itz er le s av ed
:5/ 4/
:2
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM
DETAILS
54JSJL
CK503
SCALE:3
PRECAST NICHE WALL - CAP SETTING DETAIL, TYP.
3" = 1'-0"
STONE TYPE-1 CAP
DRIP EDGE,
SEE 2/CK503
1 2" J O
IN
T
SCALE:1
COLUMBARIUM CAP - SECTION
3" = 1'-0" SCALE:2
DRIP EDGE DETAIL, TYP.
6" = 1'-0"
1 1/2"1 1/2"
3" OVERHANG
ON ALL CAPS
R1/4"
DRIP EDGE
SEE DETAIL 2/CK503
NATURAL STONE
TYPE-1 CAP
SCALE:8
WALL / COLUMN BASE SECTION
3" = 1'-0" SCALE:9
WALL BASE SECTION
3" = 1'-0" SCALE:10
NICHE WALL BASE SECTION
3" = 1'-0"
1:12 SLOPE, TYP.
4"
1:12 SLOPE, TYP.
CIP CONCRETE
SEALANT
SS CONT. METAL
TERMINATION BAR
STONE VENEER
SEE DETAIL 5/CK503
CELL VENT BEYOND EACH
JOINT. PLACE CELL VENT
AT BOTTOM OF JOINT.
NO MORTAR AT CELL
VENT, TYP.
MORTAR MESH IN 1"
AIR SPACE
THRU-WALL FLASHING
SEALANT
MORTAR WITH 45
DEGREE FINISH AT
THRU-WALL FLASHING
SS MASONRY ANCHOR
3/
8"
VA
R
IE
S
SE
E N
O
TE
3/
8" J
O
IN
T
CIP CONCRETE
SS CONT. METAL
TERMINATION BAR
STONE VENEER
SEE DETAIL 5/CK503
CELL VENT BEYOND EACH
JOINT. PLACE CELL VENT
AT BOTTOM OF JOINT.
NO MORTAR AT CELL
VENT, TYP.
MORTAR MESH IN 1"
AIR SPACE
THRU-WALL FLASHING
MORTAR WITH 45
DEGREE FINISH AT
THRU-WALL FLASHING
SS MASONRY ANCHOR
SEALANT
3/ 8"
4"
VA
R
IE
S
SE
E N
O
TE
3/
8" J
O
IN
T
NICHE COVER
PRECAST
COLUMBARIUM UNIT
BACKER ROD & SEALANT,
HORIZONTAL CELL VENT
AT EACH PRECAST NICHE
UNIT JUNCTION
STONE VENEER
SEE DETAIL 5/CK503
CONTINUOUS SELF
ADHESIVE EPDM
MEMBRANE. TERMINATE
AT BACKER ROD
SHIMS - USE AS
NECESSARY
NON-SHRINK GROUT,
TYP.
CIP CONCRETE
PEA GRAVEL
FLOWER STRIP
0 6" 1' 1'-1/2" 0 3" 6" 9"
0 3" 6" 9" 0 3" 6" 9" 0 3" 6" 9"
SEALANT W/ BACKER ROD AT
JUNCTION OF ALL PRECAST NICHE
UNITS, STONE VENEER & STONE
CAP JOINTS.
CONTINUOUS SELF ADHESIVE
EPDM MEMBRANE. TERMINATE AT
BACKER ROD
PLASTIC SHIMS AS REQ'D.
0 3" 6" 9"
1/ 2"
J O
IN
T
4"
8"
MORTAR BED
MORTAR BED
MORTAR
8"
2" 4"
VA
R
IE
S
3/ 8"
J O
IN
T
8"
CEMENTITIOUS
DAMP PROOFING
SEE DETAIL 11/CK503
SCALE:11
CEMENTITIOUS DAMP PROOFING
AT STONE VENEER
3" = 1'-0" 0 3" 6" 9"
CEMENTITIOUS
DAMP PROOFING
SEE DETAIL 11/CK503
CEMENTITIOUS
DAMP PROOFING
SEE DETAIL 11/CK503
STONE VENEER
DAMP PROOFING TO COVER
UNEXPOSED STONE AND
CIP CONCRETE SURFACES
DAMP PROOF CONCRETE
MASONRY LEDGE
CIP CONCRETE
NOTES:
1. PROVIDE ALL DAMP
PROOFING IN FULL
ACCORDANCE WITH
STONE INDUSTRY
STANDARD /
RECOMMENDATIONS /
REQUIREMENTS.
2. DAMP PROOF STONE
BELOW FINISHED GRADE.
NOTE: ADDITIONAL WALL COMPONENTS
NOT SHOWN FOR CLARITY.
FINISHED GRADE
FACE OF STONEVERTICAL CELL VENT BELOW
EPDM MEMBRANE. SPACE CELL
VENTS HORIZONTALLY 24" MIN.
SS SHEET MEAL TO SPAN AIR
GAP. PLACE SHEET METAL
BELOW EPDM. SS SHEET
METAL TO EXTEND PAST AIR
CAP EDGE 3" MIN, BOTH SIDES.
SEALANT W/ BACKER ROD AT
JUNCTION OF ALL PRECAST
NICHE UNITS & CAPS OVER EPDM
CONTINUOUS SELF ADHESIVE EPDM
MEMBRANE. TERMINATE AT BACKER ROD
PRECAST
COLUMBARIA
NICHE WALL UNIT
PLASTIC SHIMS
AS REQ'D.
NICHE COVER
HORIZONTAL CELL VENT LOCATED AT ALL
CAP JOINTS AND AT ALL PRECAST NICHE
JUNCTIONS OVER EPDM MEMBRANE.
HORIZONTAL CELL VENT
LOCATED AT ALL CAP JOINTS
OVER EPDM MEMBRANE.
HOLD BACK 1/2" FROM
FACE. SEAL TO STONE.HOLD BACK 1/2" FROM
FACE. SEAL TO STONE.
6"
SCALE:6
COLUMBARIUM WALL LETTER
6" = 1'-0"
6"
TE
XT
1'
1'
10"
8"
8"
SCALE:4
COLUMBARIUM COLUMN MARKER
6" = 1'-0"
1/
2" T
EX
T
1/
2"
TE
XT
NOTES:
1. FONT TO BE TIMES NEW ROMAN
2. ALL CHARACTERS TO BE SAND BLASTED TO A DEPTH OF 1/4" MIN
3. PAINT WITHIN THE INCISED LETTERS WITH LITHOCHROME PAINT
CL
CL
NOTES:
1. FONT TO BE TIMES NEW ROMAN
2. ALL CHARACTERS TO BE SAND BLASTED TO A
DEPTH OF 1/4" MIN
3. SEE NUMBERING PLAN FOR NICHE BAY ID
LOCATIONS
1/4"
4"
SCALE:7
COLUMBARIUM ROW MARKER
1" = 1'-0"
4"
1" 1"
1/4"
CIP CONCRETE
SS MASONRY ANCHOR TOP
AND BOTTOM OF STONE
NATURAL STONE
VENEER TYPE-2
NATURAL STONE WALL
MARKER TYPE-1
1" 1"
1" AIR GAP
1" AIR GAP
NOTES:
1. FONT TO BE TIMES NEW ROMAN
2. ALL CHARACTERS TO BE SAND BLASTED TO A DEPTH OF 1/4" MIN
3. SEE NUMBERING PLAN FOR NICHE BAY ID LOCATIONS
0 1/2' 1' 2' 0 6" 1' 1'-1/2"
0 6" 1' 1'-1/2"
CL
6"
4"
CL
CL
CL
CL
CL
3/ 8"
CL
CL
SCALE:5
NATURAL STONE TYPE-1 AT WALL / COLUMBARIUM /
COLUMN BASE SECTIONS
3" = 1'-0"
1' -0
4" 3"
2"
6"
4" 3"
4" 2"
0 3" 6" 9"
4' -1
/8
2'
-1 0"
3/ 8"
J O
IN
T
3/ 8"
J O
IN
T
NOTE 1:
1. COLUMBARIUM WALL A: 7"
2. COLUMBARIUM WALL B: 8 1/4"
3. COLUMBARIUM WALL C: 6"
4. ENTRANCE WALL: 4"
NOTE 1:
1. COLUMBARIUM WALL A: 7"
2. COLUMBARIUM WALL B: 8 1/4"
3. COLUMBARIUM WALL C: 6"
4. ENTRANCE WALL: 4"
5. MEMORIAL WALL: 4"
6. SEALS WALL: 7"
3/ 8"
J O
IN
T
1 1/2"
ELEVATION
10 1/2" INSIDE
NICHE (FACE)
1 1/4"
1' -2
/2
" I N
SI
D
E N
IC
H
E (B
AC
K)
1 1/4"
10" INSIDE
NICHE (BACK)
1' -3
" I N
SI
D
E N
IC
H
E (F
AC
E)
1'
/4
" O
VE
R
AL
L (C
O
VE
R
3/4"
10 1/2" INSIDE
NICHE (FACE)
11 1/4"
OVERALL COVER
3/4"
MOUNTING BRACKET
2" Ø CAST-IN-PLACE
HOLE
NICHE COVER
ROSETTE
NICHE
COVER SIDE
ROSETTE AND SPANNER
HEAD BOLT, TYP.
TYP. CONDITION AT INTERMEDIATE
SHELVES OF PRE-CAST UNIT
2" Ø CAST IN PLACE HOLE, TYP.
ROSETTE, SEE DETAIL
NICHE COVERS W/ PRE-DRILLED 716" DIA.
HOLES TO ACCEPT ROSETTE & BOLT -
COVERS ARE 111
4" WIDTH x 1'-33 4" HEIGHT x
4" THICK
8"Ø, 1
16" THICK CLEAR NEOPRENE
WASHER, TYP. (2) FOR EACH ROSETTE
ROSETTE AND SPANNER HEAD 3
16" x 13
4"
STAINLESS STEEL BOLT (TYP.)
THROUGH 716" Ø PRE-DRILLED HOLE
ALL EXPOSED CONCRETE (NICHE FRONTS)
SHALL BE GROUND OR PATCHED SMOOTH;
APPLY 2 COATS SPECIFIED HIGH BOND
SEALER SUPER COLOR COATING
2" Ø CAST-IN-PLACE HOLE
3/8" Ø x 3" STAINLESS STEEL THREADED ROD, LOCK
WASHER & HEX NUTS AND PLASTIC SHIMS, TYP.
PLASTIC
SHIMS, TYP.
TYP. CONDITION AT TOP & BOTTOM OF
PRE-CAST UNIT; MOUNTING ATTACHMENTS
AT THE TOP AND BOTTOM OF THE PRECAST
NICHES MUST BE SET WITH THE TOP AND
BOTTOM OF THE PRECAST CONCRETE.
NICHE COVER MOUNTING
BRACKET, SEE DETAIL
4" x 13
4" S.S.
EXPANSION BOLT,
LOCK WASHER &
HEX NUT (TYP.)
PRECAST CONCRETE
COLUMBARIUM UNIT, TYP.
EMBEDDED WELD
PLATE, TYP.
NATURAL STONE CAP
S.S. WELD PLATE, RECESSED 14"
FROM TOP OF PRECAST
CONCRETE COLUMBARIUM UNIT
FILL ALL VOIDS AROUND
EDGES OF WELD PLATES
W/ NON-SHRINK GROUT
1 4"
1 4"
1 4"
EPDM
PRECAST CONCRETE
COLUMBARIUM UNIT, TYP.
END COLUMN / STEM WALL,
SEE PLANS FOR ADDITIONAL
INFORMATION, TYP.
EMBEDDED WELD
PLATE, TYP.
1 4"
1 4"
1 4"
S.S. WELD PLATE,
RECESSED 14" FROM TOP
OF PRECAST CONCRETE
COLUMBARIUM UNIT
NATURAL STONE CAP
FILL ALL VOIDS AROUND
EDGES OF WELD PLATES
W/ NON-SHRINK GROUT
EPDM
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _c ol um ba riu m d et ai ls .d di t:js ch m itz er le s av ed
:5/ 4/
:2
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM
DETAILS
55JSJL
CK504
SCALE:1
CAP ATTACHMENT DETAILS - DOUBLE SIDED NICHE UNITS
3" = 1'-0" 0 1/2' 1' 2'
SCALE:2
CAP ATTACHMENT DETAILS - SINGLE SIDED NICHE UNITS
3" = 1'-0"
PLACE SHIMS TO ALLOW FOR INSTALLATION OF
BACKERROD AND SEALANT. SHIMS SHALL BE PLACE
O.C. TO VERTICAL WEBBING BELOW. NO SHIMS
SHALL BE PLACED ON UNSUPPORTED AREAS, TYP.
PRECAST CONCRETE
COLUMBARIUM UNIT
WEBBING BELOW, TYP.
EPDM MEMBRANE PLACED OVER
ENTIRE TOP OF PRECAST
COLUMBARIUM NICHE UNITS
SS SHEET METAL OVER
AIR GAP AND BELOW EPDM
SS SHEET METAL OVER
AIR GAP AND BELOW EPDM
PRECAST CONCRETE
COLUMBARIUM UNIT
WEBBING BELOW, TYP.
EPDM MEMBRANE PLACED OVER
ENTIRE TOP OF PRECAST
COLUMBARIUM NICHE UNITS
PLACE SHIMS TO ALLOW FOR INSTALLATION OF
BACKERROD AND SEALANT. SHIMS SHALL BE PLACE
O.C. TO VERTICAL WEBBING BELOW. NO SHIMS
SHALL BE PLACED ON UNSUPPORTED AREAS, TYP.
0 1/2' 1' 2' SCALE:3
NICHE MOUNTING DETAIL
1-1/2" = 1' 0 1/2' 1' 1-1/2'
SCALE:4
PRECAST CONCRETE NICHE UNITS (10 WIDE BY 5 HIGH)
1" = 1'-0"
7"
O
VE
R
AL
L H
EI
G
H T
5 NICHE HIGH PRECAST COLUMBARIA UNIT
(ELEVATION W/OUT NICHE COVERS)
NOTES:
1. ALL EXPOSED CONCRETE (NICHE
FRONTS) SHALL BE GROUND OR
PATCHED SMOOTH; SACK RUBBED
AS SPECIFIED PRIOR TO NICHE
COVER INSTALLATION.
2. JOINTS BETWEEN UNITS WHERE
EXPOSED IN NICHE UNIT SHALL BE
CAULKED.
NICHE COVER ANGLE CLIP
SEE 4/CK504
5 NICHE HIGH PRECAST COLUMBARIA
UNIT (SECTION W/OUT NICHE COVERS)
5 NICHE HIGH PRECAST COLUMBARIA UNIT
(PLAN WITH NICHE COVERS)
1'-10"
2"
1' -3
TY
P.
1'-8"
1' -2
/2
B
AC
K
TY
P.
1/
2"
F R
O N
T
TY
P.
1/
2"
F R
O N
T
1' -4
/2
1' -3
F R
O N
T
1'-0"
℄ TO ℄
TYP.
10 1/2"
@ FRONT
1/
2"
1 1/2"
SCALE:5
PRECAST CONCRETE NICHE UNITS (8 WIDE BY 5 HIGH)
1" = 1'-0"
5 NICHE HIGH PRECAST COLUMBARIA
UNIT (SECTION W/OUT NICHE COVERS)
1'-10"
2"
1' -3
TY
P.
1'-8"
1' -2
/2
B
AC
K
TY
P.
1/
2"
F R
O N
T
TY
P.
7"
O
VE
R
AL
L H
EI
G
H T
5 NICHE HIGH PRECAST COLUMBARIA UNIT
(ELEVATION W/OUT NICHE COVERS)
NICHE COVER ANGLE CLIP
SEE 4/CK504
5 NICHE HIGH PRECAST COLUMBARIA UNIT
(PLAN WITH NICHE COVERS)
1' -4
/2
" 1'-0"
℄ TO ℄
TYP.
1 1/2"
0 1/2' 1' 2' 0 1/2' 1' 2' SCALE:7
SECTION B-B'
DOUBLE SIDED PRECAST COLUMBARIUM NICHES
1-1/2" = 1'-0" 0 1/2' 1' 1-1/2'
SCALE:6
SECTION A-A'
END COLUMN / STEM WALL CONNECTION
1-1/2" = 1'-0" 0 1/2' 1' 1-1/2'
EMBEDDED WELD PLATE, TYP.
SS. WELD PLATE.
EMBEDDED WELD PLATE, TYP.
SS. WELD PLATE.
END COLUMN, SEE PLANS FOR
ADDITIONAL INFORMATION
EMBEDDED WELD PLATE, TYP.
SS. WELD PLATE.
END COLUMN, SEE PLANS FOR
ADDITIONAL INFORMATION
EMBEDDED WELD PLATE, TYP.
SS. WELD PLATE.
B-B'
A-A'
STAINLESS STEEL
TAMPER; PROOF SCREW
STAINLESS STEEL
CLIP ANGLE ASSEMBLY
PLASTIC WASHER
PLASTIC LOCKWASHER
SS BOLT & HEX NUT,
1/4"-20 X 2 1/2" LONG
SS SPRING CLIP
SS SPRING CLIP
NICHE COVER MOUNTING
BRACKET, SEE 11/L-8.8
1" DIA. STAINLESS STEEL ROSETTE W/ WHITE
COLOR NEOPRENE WASHER
1/4" DIA. HOLE CAST-IN-PLACE
MOUNTING BRACKET (TYP)
PLASTIC SHIMS (TYP)
1/
4"
TY
P.
1"
TYP.3/4" DIA. NEOPRENE WASHER
(TYP), BEHIND ROSETTE
1/4" DIA. HOLE
CAST-IN-PLACE (TYP)
1/4" X 3" S.S. THREADED ROD,
LOCK WASHER & HEX NUT (TYP)
ROSETTE & SPANNER HEAD
BOLT (TYP)
NICHE COVER W/ PRE-DRILLED
3/8" DIA. HOLES TO ACCEPT
ROSETTE & BOLT,
TYP. CONDITION
AT INTERMEDIATE
SHELVES OF
PRECAST UNIT
TYP. CONDITION AT
TOP & BOTTOM OF
PRECAST UNIT
1/4" X 1 3/4" S.S. CARRIAGE BOLT,
LOCK WASHER & HEX NUT (TYP.)
NOTES:
1. ALL MATERIALS TO BE #316 STAINLESS STEEL.
1/2"
1 1/4"
1" 1/2" 1 1/2"
1 1/4"
1 1/4"
1 1/4"
1/4" 3/4" 1/2"
1 1/2"
SIDE VIEW FRONT VIEW PLAN VIEW
STAINLESS STEEL THREADED
SPRING-CLIP TO RECEIVE
ROSETTE BOLT
16" x 34" SLOTS
32" THICK STAMPED
STAINLESS STEEL
ANGLE W/ (2) SLOTS
NOTES:
1. ROSETTES AND ASSOCIATED HARDWARE TO BE PROVIDED BY AND
INSTALLED BY THE CONTRACTOR. ROSETTE AND SPANNER HEAD BOLT
AND NUT TO BE #316 STAINLESS STEEL.
SECTION PLANSECTION PLAN
1" DIA.
16"Ø x 2" LENGTH
STAINLESS STEEL
TAMPER-PROOF SPANNER
HEAD BOLT
8"Ø, 1
16" THICK CLEAR
NEOPRENE WASHER
ROSETTE
(VA STANDARD); PROVIDE
PRODUCT LITERATURE &
SAMPLE FOR APPROVAL.
CL
CLCL
CL
CL
CLCL
90°±0.25°
TYP.
8" 25
8"
4" 11
4"
4"
4"
1'-33 4"
3 4
6"
1'-
716" Ø PRE-DRILLED HOLE TO
ACCEPT STAINLESS STEEL
ROSETTES (4) TYP. VERIFY PRIOR
TO ORDERING HARDWARE.
4" THICK MARBLE
NICHE COVER
ALL EDGES OF THE FRONT, BACK,
AND CORNERS SHALL BE SMOOTH
SAWN AND FINISHED WITH A
CLEAN 18" ARIS (EASED EDGE)
CENTERLINE OF
COVER
HOLES SHALL BE PERP. (TYP.)
CENTER OF HOLES SHALL BE AS
SHOWN W/ CENTER OF EACH
HOLE NO MORE THAN 132" FROM
POSITIONS SHOWN (TYP.)
ALL EDGES OF THE FRONT, BACK, AND
CORNERS SHALL BE SMOOTH SAWN AND
FINISHED WITH A CLEAN 18" ARIS (EASED EDGE)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _c ol um ba riu m d et ai ls .d di t:js ch m itz er le s av ed
:5/ 4/
:2
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
COLUMBARIUM
DETAILS
56JSJL
CK505
SCALE:3
NICHE COVER MOUNTING BRACKER - ISOMETRIC
NTS SCALE:4
NICHE COVER ATTACHMENT - SECTION
NTS
SCALE:2
NICHE COVER ANGLE CLIP ASSEMBLY DETAIL
1" = 1'SCALE:1
ROSETTE DETAIL
1" = 1'
SCALE:5
NICHE COVER DETAIL
3" = 1'
0 1/2' 1' 2'0 1/2' 1' 2'
0 3" 6" 9"0 1/2' 1' 2' 0 1/2' 1' 2'
FLORAL REGULATIO
NS
FLORAL REGULATIO
NS
FLORAL REGULATIO
NS
FLORAL REGULATIO
NS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _m em or ia l w al l.d di t:js ch m itz er le s av ed
:5/ 4/
:2
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
KEY MAP N.T.S.
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
CL401
57JSJL
MEMORIAL WALL LAYOUT,
ADDRESSING & FOUNDATION PLAN
0 4' 8' 16'
SCALE:3
MEMORIAL WALL PAVEMENT PLAN
1" = 10' (30" x 42" PAPER SIZE)
0 4' 8' 16'
SCALE:2
MEMORIAL WALL LAYOUT PLAN
1" = 10' (30" x 42" PAPER SIZE)
0 4' 8' 16'
SCALE:1
MEMORIAL WALL FOUNDATION PLAN
1" = 10' (30" x 42" PAPER SIZE)
0 4' 8' 16'
SCALE:4
MEMORIAL WALL ADDRESSING PLAN
1" = 10' (30" x 42" PAPER SIZE)
CK501
M
115 8
N N
N N
A
TOP 5356.3 TOL 5351.40
22.5° 22.5°
M 1A
R 19'-6"
8'-0"
4'-0"
2' -7
LEGEND
PROPERTY LIMITS
GRADING LIMITS
FLOWER GRAVEL STRIP
FLOWER WATERING
STATION
NUMBERING DIRECTION
NICHE COLUMN NUMBERING
WALL ID NUMBER
TOP OF PIER ELEVATION
TOP OF WALL ELEVATION
TOP OF MASONRY LEDGE
ELEVATION
WALL GRIDLINES
CONTROL POINT
BROOM FINISH DIRECTION
CONCRETE PAVEMENT
EXPANSION JOINT
CONCRETE SIDEWALK
DETECTABLE WARNING PANEL
CURVED BENCH
30' HEIGHT POW / MIA FLAG
A
TOP
TOW
TOL
NORTHING EASTING
CONTROL POINTS
28468089.8329 596406.68431
1' -0
'-6
R
'-6
R25'-6"
M1
R1 2'
-6
CL
EQ. EQ.
R 17'-6"
TFE 5349.10
4' -3
/8
5/
8"
M1
A
B
C
D
E
8 15
A
B
C
D
E
DETAIL 3
SECTION A
4'-7" 3'-83 4" 3'-9" 4'-7"
2' -7
2' -7
2' -7
2' -7
"3'-21 2" 3'-21
2"
1:12 MIN. SLOPE, TYP.
1'-41 4"
2'-6"
2'-9" 3'-2 9 16"2'-9"
7" 7" 7" 7"
85 8"
7" 7"85 8"
2'-6"
7"
10"
3"
4"
4"
10"
3"
7"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _m em or ia l w al l d et ai ls .d di t:js ch m itz er le s av ed
:5/ 9/
:1
AM
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
MEMORIAL WALL DETAILS
CL501
58JSJL
SCALE:5
MEMORIAL WALL COLUMN SIDE ELEVATION
1/2" = 1'-0" (30" x 42" PAPER SIZE)
WALL NUMBERING;
SEE DETAIL 11/CL501
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
COLUMN NUMBERING, TYP.
SEE DETAIL 4/CK503
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
CL501
CL501
CONCRETE STEM
WALL
NATURAL STONE
TYPE-1
PRECAST UNIT
1" AIR GAP
3/8" JOINT W/ BACKER
ROD AND SEALANT
SCALE:9
MEMORIAL WALL SECTION
1/2" = 1'-0" (30" x 42" PAPER SIZE)
ROW NUMBERING
SEE DETAIL 5/CL502
SCALE:3
MEMORIAL WALL - END SECTION ENLARGEMENT
1-1/2" = 1'-0" (30" x 42" PAPER SIZE)
CONCRETE STEM
WALL
PRECAST UNIT
1" AIR GAP
NATURAL STONE
TYPE-1
2' -7
SCALE:1
MEMORIAL WALL (5 HIGH X 15 WIDE)
1/2" = 1'-0"
CAP PLAN
ELEVATION
CAP JOINT DETAIL
SEE 1/CK503
NATURAL STONE TYPE-1
SEE 9/CK503
8" 1'
-3
8"
1'-2"11"
7" 8"
3/8" JOINT W/ BACKER
ROD & SEALANT
11 1/4" MEMORIAL WALL MARKER
15 WIDE
CL501
CL501
CL
2' -0
/8
A
SS MASONRY ANCHOR
1" AIR GAP
2" AIR GAP
CIP CONCRETE
3/
8"6"
3/ 8"
3' -1
5/
8" 1/
2"
3/ 4"1'-3 1/2" 1'-3 1/2"
VA
R
IE
S
SCALE:10
MEMORIAL WALL PRECAST UNIT SECTION
1/2" = 1'-0" (30" x 42" PAPER SIZE)
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
CAP JOINT DETAIL
SEE 1/CK503
NATURAL STONE TYPE-1
SEE 9/CK503
A
SS MASONRY ANCHOR
1" AIR GAP
PRECAST MEMORIAL
WALL UNIT
CIP CONCRETE
3' -1
5/
8" 1/
2"
3/ 4"1'-3 1/2" 1'-3 1/2"
SCALE:6
MEMORIAL WALL COLUMN SECTION
1/2" = 1'-0" (30" x 42" PAPER SIZE)
A
NATURAL STONE TYPE-1
SEE 9/CK503
CAP JOINT DETAIL
SEE 1/CK503
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
SS MASONRY ANCHOR
1" AIR GAP
CIP CONCRETE
6" 3/
8" 3'
-1
5/ 8"
1/ 2"
3/
4"1'-3 1/2" 1'-3 1/2"
A
0 1' 2' 4' 0 1' 2' 4'
0 1' 2' 4'
0 1' 2' 4'
0 1' 2' 4'
0 1/2' 1' 1-1/2'
SCALE:7
MEMORIAL WALL FOOTING AT PRECAST
3" = 1'-0" (30" x 42" PAPER SIZE) 0 3" 6" 9"
CIP CONCRETE
SS CONT. METAL
TERMINATION BAR
STONE VENEER
SEE DETAIL 2/CK505
CELL VENT BEYOND
EACH JOINT
NO MORTAR AT CELL
VENT, TYP.
MORTAR MESH IN 1"
AIR SPACE
THRU-WALL FLASHING
MORTAR WITH 45
DEGREE FINISH AT
THRU-WALL FLASHING
SS MASONRY ANCHOR
SEALANT
4" 3/
8" 4"
2" 3/
8"
5"
3 7/8"
3/
4"
11 1/4"
1/
8" INTERIOR ROSETTE ATTACHMENT
SEE DETAIL 1/CL502
4" THICK MARBLE MEMORIAL
MARKER. COLOR, FINISH,
CORNERS, FACE,AND EDGE
FINISHES TO MATCH
COLUMBARIUM DESIGN.
NATURAL STONE TYPE-1
EDGE ROSETTE ATTACHMENT
SEE DETAIL 4/CL502
MEMORIAL WALL ROSETTE
ATTACHMENT, TYP.
SEE DETAIL 2/CK504
4" THICK MARBLE MEMORIAL
MARKER. COLOR, FINISH,
CORNERS, FACE,AND EDGE
FINISHES TO MATCH
COLUMBARIUM DESIGN.
AIR GAP, TYP.
ALL EDGES OF THE FRONT,
BACK, & CORNERS SHALL
BE SMOOTH SAWN AND
FINISHED WITH A CLEAN 1
16"
EASED-EDGE ARIS
3/4"3/8"
SCALE:8
MEMORIAL WALL MARKER ENLARGEMENT
3" = 1'-0" 0 3" 6" 9"
4 1/8"
/1 6"
3/ 8"
3/8"
MEMORIAL MARKER ENLARGEMENT
SEE DETAIL 8/CL501
NATURAL STONE TYPE-1
SEE 7/CL501
8A
CL501
CL501
A A1 A2 A3
A A1 A2 A3A2
CL501
CL501
CL501
CL501
SCALE:2
NATURAL STONE CAP TYPES
1/2" = 1'-0" (30" x 42" PAPER SIZE) 0 1' 2' 4'
SCALE:4
NATURAL STONE CAP TYPE A
1-1/2" = 1'-0" (30" x 42" PAPER SIZE) 0 1/2' 1' 1-1/2'
2'-7"
4"
3/
4"
4 1/4" CLR.
CAP SLOT FOR SS PIN. TWO
PINS PER CAP UNLESS
OTHERWISE SHOWN.
CAP DRIP
SEE DETAIL 3/CK503
CEMENTITIOUS
DAMP PROOFING
SEE DETAIL 9/CK503
INSTALL WELD
PLATE @EACH
PRECAST / PRECAST
CAP JUNCTION, SEE
STRUCTURAL
TOL
ELEVATION
TOP
ELEVATION
CIP CONCRETE
PRECAST CONCRETE
CIP CONCRETE
TOL
ELEVATION
TOP
ELEVATION
TOL
ELEVATION
TOP
ELEVATION
3/ 8"6"
3/ 8"
VA
R
IE
S
FLOWER STRIP
SEE 10/CK502
FLOWER STRIP
SEE 10/CK502
4"1'-4 1/4"
1'-0 5/16"
FLOWER STRIP
SEE 10/CK502
3/ 8"
VA
R
IE
S
SCALE:11
NATURAL STONE TOE-KICK- TYPES
1/2" = 1'-0" (30" x 42" PAPER SIZE) 0 1' 2' 4'
B B1 B2 B3
B4 B5 B6 B7
TOE-KICK PLAN
B3 B3
B B1B2 B2 B2 B2 B2
B2 B2 B2 B2 B2
B6B7
B4 B5
3/ 8"
1/8"
3/ 8"
3/8"
3/8" TYP.
NOTE:
BOTTOM LEFT CORNER PLATE IS SHOWN, BOTTOM RIGHT CORNER PLATE
IS A MIRROR IMAGE WITH SUPPORT LEDGE ON LEFT SIDE OF SLOT PLATE.
1/ 8"
EDGE OF MARBLE
MEMORIAL WALL MARKER
RECESSED PORTION OF
PRECAST WALL UNIT
STAINLESS STEEL
ROSETTE PLATE
1-3/8" X 1/2" STAINLESS
STEEL SPRING PLATE WITH
TAMPER-PROOF SCREW
OVERLAP BETWEEN
ROSETTE AND
MARBLE MARKER
FACE OF PRECAST
WALL UNIT
STAINLESS STEEL
ROSETTE - SEE 3/LS-503
STAINLESS STEEL
CENTER POST TO
RECEIVE TAMPER-PROOF
ROSETTE PIN W/
TORX-STYLE HEAD
BOLT(BEHIND)
OVERLAP BETWEEN
ROSETTE AND
STONE TRIM
NOTE:
RIGHT SIDE PLATE IS SHOWN,
LEFT SIDE EDGE IS A MIRROR IMAGE.
3/8"
AT EDGES
1/ 8"
T
YP
MARBLE MEMORIAL
WALL MARKER
STAINLESS STEEL
ROSETTE PLATE
FACE OF PRECAST WALL UNIT
RECESSED PORTION OF
PRECAST WALL UNIT
1-3/8" X 1/2" STAINLESS STEEL SPRING
PLATE WITH TAMPER-PROOF SCREW
STAINLESS STEEL ROSETTE.
SEE 3/LS-503
STAINLESS STEEL CENTER POST
TO RECEIVE TAMPER-PROOF
ROSETTE PIN W/ TORX-STYLE
HEAD BOLT (BEHIND)
OVERLAP BETWEEN ROSETTE
AND FACE OF PRECAST WALL UNIT
OVERLAP BETWEEN ROSETTE
AND MARBLE MARKER
1/8" TYP.
3/ 8"
T
YP
EDGE OF MARBLE
MEMORIAL WALL
MARKER
STAINLESS STEEL
ROSETTE PLATE
2-3/8" X 1/2" STAINLESS STEEL
SPRING PLATE WITH
TAMPER-PROOF SCREW
STAINLESS STEEL ROSETTE:
SEE 3/LS-503
OVERLAP BETWEEN ROSETTE
AND MARBLE MARKER
RECESSED PORTION OF
PRECAST WALL UNIT
STAINLESS STEEL CENTER POST
TO RECEIVE TAMPER-PROOF
ROSETTE PIN W/ TORX-STYLE
HEAD BOLT (BEHIND)
OVERLAP BETWEEN ROSETTE
AND PRECAST WALL UNIT
FACE OF PRECAST WALL UNIT
1/ 8"
T
YP
1/8" TYP
EDGE OF MARBLE
MEMORIAL WALL MARKER
STAINLESS STEEL
ROSETTE PLATE
2-3/8" X 1/2" STAINLESS
STEEL SPRING PLATE WITH
TAMPER-PROOF SCREW
STAINLESS STEEL ROSETTE:
SEE 3/LS-503
STAINLESS STEEL CENTER POST
TO RECEIVE TAMPER-PROOF
ROSETTE PIN W/ TORX-STYLE
HEAD BOLT(BEHIND)
OVERLAP BETWEEN ROSETTE
AND MARBLE MARKER
A
B
C
D
E
M1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _m em or ia l w al l d et ai ls .d di t:js ch m itz er le s av ed
:5/ 9/
:1
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
MEMORIAL WALL DETAILS
CL502
59JSJL
SCALE:3
MEMORIAL WALL CORNER ROSETTE ATTACHMENT DETAIL
1:1 (30" x 42" PAPER SIZE) SCALE:4
MEMORIAL WALL EDGE ROSETTE ATTACHMENT DETAIL
1:1 (30" x 42" PAPER SIZE)SCALE:2
MEMORIAL WALL SIDE EDGE ROSETTE ATTACHMENT DETAIL
1:1 (30" x 42" PAPER SIZE)SCALE:1
MEMORIAL WALL INTERIOR ROSETTE ATTACHMENT DETAIL
1:1 (30" x 42" PAPER SIZE)
SCALE:5
MEMORIAL ROW MARKER LOCATIONS
1-1/2" = 1'-0" (30" x 42" PAPER SIZE) SCALE:6
MEMORIAL WALL LETTER
1-1/2" = 1'-0" (30" x 42" PAPER SIZE)
7" 8" 9"
10"
11"
1'-0"
4"
TE
XT
CL
CL
CL
CL
CL
CL
4"
NOTES:
1. FONT TO BE TIMES NEW ROMAN
2. ALL CHARACTERS TO BE SAND BLASTED TO A DEPTH OF 1/4" MIN
3. SEE NUMBERING PLAN FOR NICHE BAY ID LOCATIONS
4. SEE DETAIL 7/CL502 FOR ATTACHMENT METHOD
0 1/2' 1' 1-1/2' 0 1/2' 1' 1-1/2'
CIP CONCRETE
SS MASONRY ANCHOR TOP
AND BOTTOM OF STONE
NATURAL STONE
VENEER TYPE-2
NATURAL STONE WALL
MARKER TYPE-1
1" AIR GAP
1" AIR GAP
4"
3/ 8"
1/ 2"
1/ 2"
1/4"
3/ 8"1/
2"
1/ 2"
SCALE:7
MEMORIAL WALL LETTER ATTACHMENT
6" = 1'-0" (30" x 42" PAPER SIZE) 0 6" 1' 1'-1/2"
6"
3' -1
5/
8"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _s ea ls w al l & fl ag a ss em bl y.
dw di t:js ch m itz er le s av ed
:5/ 9/
:1
:5/ 9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
ASSEMBLY AREA LAYOUT,
FOUNDATION & PAVEMENT PLAN
CM401
60JSJL
N0 4' 8' 16'
SCALE:1
ASSEMBLY AREA FOUNDATION PLAN
1/8" = 1' (30" x 42" PAPER SIZE) SCALE:2
ASSEMBLY AREA LAYOUT PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
SCALE:3
ASSEMBLY PAVEMENT PLAN
1/8" = 1' (30" x 42" PAPER SIZE)
N0 4' 8' 16'
N0 4' 8' 16'
TOP 5338.84
TOL 5335.69
NORTHING EASTING
CONTROL POINTS
LEGEND
PROPERTY LIMITS
TOP OF PIER ELEVATION
TOP OF WALL ELEVATION
TOP OF MASONRY LEDGE
ELEVATION
WALL GRIDLINES
CONTROL POINT
BROOM FINISH DIRECTION
CONCRETE PAVEMENT
EXPANSION JOINT
CONCRETE SIDEWALK
DETECTABLE WARNING PANEL
60' HEIGHT U.S. FLAG
TOP
TOW
TOL
596601.338728468507.57031
1 2
CM501
CK501
'-0
2'-0"
R
'-0
22'-113 8"
Ø6'-0"
R11'-0"
R13'-0"
R19 '-0
R25'-0"
8'-0" 2'-0"
Ø 2'-6"
6'-0"
2'-65 8"
1'-9"
45°
6'-0"
1 2 1 2
TOL 5336.0 TOL 5335.5
TOL 5335.5
TFE 5333.5
TFE 5333.0
TFE 5333.0
TFE 5333.3
SLOGAN WALL
GETTYSBURG ADDRESS PLAQUEBIVOUAC OF THE DEAD PLAQUE
1'-0"TYP.
"THE SOLEMN PRIDE THAT MUST BE YOURS
TO HAVE LAID SO COSTLY A SACRIFICE
UPON THE ALTAR OF FREEDOM"
ABRAHAM LINCOLN
1'-6"
4"
4"
55 8" T
YP
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _s ea ls w al l d et ai ls
.d di t:js ch m itz er le s av ed :4/
/2
9:
A M p lo t:5
/9 /2
8:
A M
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
ASSEMBLY AREA
DETAILS
CM501
61JSJL
SCALE:2
SEALS WALL END ELEVATION
1-1/2" = 1'-0"
SCALE:1
SERVICE SEALS WALL
1/2" = 1'-0"
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-1 VENEER
SEE DETAIL 8/CK503
CAP JOINT, TYP.
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
CM501
CM501
NATURAL STONE TYPE-2 VENEER
CIP CONCRETE
1" AIR GAP
2'-0"
SERVICE SEAL
SERVICE SEALS
8 " JOINT W/ BACKER
ROD AND SEALANT, TYP.
NATURAL STONE
TYPE-1 CAP, TYP.
SCALE:3
SEALS WALL SECTION
1-1/2" = 1'-0"
3'-1158"
, TYP. @ END
3'-8
2", TYP.
4'-3 2"
, TYP. @ END
SCALE:7
GETTYSBURG ADDRESS PLAQUE
1" = 1'-0"
SCALE:5
BIVOUAC OF THE DEAD PLAQUE
1" = 1'-0"
CAP PLAN
ELEVATION
4'-0
16" TYP.
1'-0"
1 2
CM501
SCALE:4
SEALS WALL END SECTION
1-1/2" = 1'-0"
8"
8"
8"
2'-0"
SCALE:8
SLOGAN WALL
1" = 1'-0"
34" X 57"
GETTYSBURG
ADDRESS PLAQUE
FURNISHED BY THE
GOVERNMENT,
INSTALLED BY
CONTRACTOR
NATURAL STONE
TYPE-3
NATURAL STONE
TYPE-3
6'-0"
4"
1'-115 8"
6"
7"
1'-0"1'-0"
1" AIR GAP
CIP CONCRETE
SS MASONRY ANCHOR
SEE 1/CK503
18" DIA. SERVICE SEAL
SEE DETAIL 5/CQ502 FOR
CONNECTION DETAILS
CL
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE TYPE-1
0 1' 2' 4'
0 1/2' 1' 1-1/2' 0 1/2' 1' 1-1/2'
0 1/2' 1' 1-1/2'
0 1/2' 1' 2'
0 1/2' 1' 2'0 1/2' 1' 2'
ORDER FROM LEFT TO RIGHT: ARMY,
MARINE CORP, NAVY, AIR FORCE, SPACE
FORCE, AND COAST GUARD.
5"
EQ.EQ.
EQ.
OF WALL
3'-4"
CENTER NATURAL STONE
TO FOUNDATION
EQ. EQ.
NATURAL STONE
TYPE-3
3"
5'-10"
10"
1'-8"1'-8"
SEE 7/CQ502
FOR INSTALLATION DETAIL
CIP CONC. FOUNDATION
SEE STRUCTURAL
(2) SS ANCHORS, SEE
STRUCTURAL
5'-10"
3"
10"
2" HEIGHT TEXT, ENGRAVED
2" DEPTH
FONT: TIMES NEW ROMAN
LITHACHROME PAINT:
COLOR BLACK
(2) SS ANCHORS, SEE
STRUCTURAL
CENTER IN STONE
CIP CONC.
FOUNDATION
SEE STRUCTURAL
3" MIN.
FINISHED GRADE
8"
3" MIN.
(2) SS ANCHORS, SEE
STRUCTURAL
CENTER IN STONE
CIP CONC.
FOUNDATION
SEE STRUCTURAL (2) SS ANCHORS, SEE
STRUCTURAL
CENTER IN STONE
CIP CONC.
FOUNDATION
SEE STRUCTURAL
FINISHED GRADE
3"
CENTER NATURAL STONE
TO FOUNDATION
EQ.EQ. 6"6"
8"
2'-6"
1'-3"1'-3"
3"
18" X 24" BIVOUAC
OF THE DEAD
PLAQUE FURNISHED
AND INSTALLED BY
CONTRACTOR
EQ. EQ.
EQ.6" EQ. 6"
8"
3" MIN.
EQ.EQ. 6"
CENTER NATURAL STONE
TO FOUNDATION
3'-0"
6"
3'-0"
CIP CONC. FOUNDATION
SEE STRUCTURAL
(4) SS ANCHORS, SEE
STRUCTURAL
FINISHED GRADE
EQ.EQ.
EQ.EQ.
NATURAL STONE
TYPE-3
NATURAL STONE
TYPE-3
PLAQUE
PLAQUE
3" MIN.
EQ. EQ.
EQ.EQ. 6"
3'-2"
6"
(4) SS ANCHORS, SEE
STRUCTURAL
CENTER IN STONE
CIP CONC.
FOUNDATION
SEE STRUCTURAL
NATURAL STONE
TYPE-3
EQ. EQ.
STEM WALL PLAN
NATURAL STONE TYPE-2 VENEER
CIP CONCRETE
1" AIR GAP
18" DIA. SERVICE SEAL
NATURAL STONE TYPE-1 (BELOW)
FINISHED GRADE
NATURAL STONE TYPE-2
TOL
ELEVATION
TOP
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
TOL
ELEVATION
2' -4
3' -0
8" 2'
-4
3' -0
1' -6
2'
-5
3" M
IN
4' -2
3" 1'
-6
2' -5
3"
M
IN
4' -2
SCALE:6
SEAL CONNECTION DETAIL
3" = 1'-0" 0 3" 6" 9"
1"
11 2" 4" MIN.
CIP CONC SUBSTRATE
STANDOFF METAL SEAL
DRILL THROUGH NATURAL STONE TO CIP
CONC SUBSTRATE AND FILL WITH MORTAR
IMMEDIATELY BEFORE SETTING SEAL
8" DIA. SS THREADED STUD SCREWED
INTO FABRICATED TREADED SLOTS.
POSITION SEALS INTO HOLES WHILE
MORTAR IS DAMP.
1" NEOPRENE SLEEVE
NATURAL STONE TYPE-2
NOTE: NATURAL STONE TYPE-2
VENEER & NATURAL STONE TYPE-1
TO BE CURVED CUT STONE.
TOE-KICK PLAN
SCALE:10
NATURAL STONE TOE-KICK TYPES
1/2" = 1'-0" 0 1' 2' 4'
A A1 A2
B B1 B2
B3 B4 B5
SCALE:9
NATURAL STONE CAP TYPES
1/2" = 1'-0" 0 1' 2' 4'
A
A1 A2
A1 A1 A1
B
B1
B2
B3
B4
B5
B1 B1 B1
B4B4
B4
1 2" J O
IN
T
3 8" J O
IN
T, T
YP
NOTE: STONE TYPE 1 & 2 SHALL BE
CUT WITH CURVE TO MATCH CIP
WALL RADII.
16" TO CNT OF
SERVICE SEAL
@ FACE OF WALL
3'-11175 256" 3'-11175
256"3'-8 69 128"
R 25'-0 12 "
1'-0"
2' -0
2' -0
2' -0
" 1'-0"
13 16
13 16
7" 7" 7"
11 1316 " 11 1316 "
7"7"7"
R 25'-0 12 "
R 25'-0 12 "
R 25'-0 12 "
R
'-0 1 2"
R
'-0 1 2"
R 25'-0 12 "
R 25'-0 12 "
3'-11175 256" 3'-8135
256" 3'-11175 256"
4'-3 65 128" 4'-0 29
256" 4'-3 65 128"
R
'-0 1 2"
3'-6" 24'-0" 3'-6" 6'-6"
2'-0"
4'-0"30'-6"3'-6"
22'-0"
4'-0" 2'-0"
4' -0
14'-0"
3'-6"
4'-0"
22'-0"
4'-0" 2'-0"
4' -0
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _e nt ra nc e m on um en t.d di t:js ch m itz er le s av ed :5/
8/
2:
P M p lo t:5
/9 /2
8:
A M
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
KEY MAP N.T.S.
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
CQ401
62JSJL
ENTRANCE LAYOUT & FOUNDATION
PLAN
N
0 4' 8' 16'
SCALE:1
ENTRANCE WALL FOUNDATION PLAN
1/8" = 1'-0" (30" x 42" PAPER SIZE)
N
0 4' 8' 16'
SCALE:2
ENTRANCE WALL LAYOUT PLAN
1/8" = 1'-0" (30" x 42" PAPER SIZE)
TOP 5360.77
TOW 5357.74
TOL 5354.35
CQ502
A
B B
2 3 4 5 6
CQ501
A
B B
2 3 4 5 6
TOW 5360.77TOW 5360.77
TOW 5357.74
TOP 5360.77
TOP 5360.77
TOP 5360.77TOP 5360.77
TOP 5360.77
TOP 5360.77
TOL 5354.35
TOL 5354.35
TOL 5354.35TOL 5354.35TOL 5354.35
TOL 5354.35
N
0 4' 8' 16'
SCALE:3
ENTRANCE WALL PAVEMENT PLAN
1/8" = 1'-0" (30" x 42" PAPER SIZE)
A
B B
2 3 4 5 6
A
A
LEGEND
PROPERTY LIMITS
ORNAMENTAL FENCE
TOP OF PIER ELEVATION
TOP OF WALL ELEVATION
TOP OF MASONRY LEDGE
ELEVATION
TOP OF FOOTING ELEVATION
WALL GRIDLINES
BROOM FINISH DIRECTION
CONCRETE PAVEMENT
EXPANSION JOINT
CONCRETE SIDEWALK
DETECTABLE WARNING PANEL
A
TOP
TOW
TOL
TFE
CQ502
CQ501
5/
8"
1' -3
/8
1/
2"
3/ 8"
4' -1
3/
8"
1/ 2"
TFE 5352.0
TFE 5352.0TFE 5352.0
NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN CONCRETE
PAVEMENT AND CIP CONCRETE WALLS / NATURAL STONE WALL, TYP.
NA TIONAL C EME YTERELKO
2'-8" 24'-10" 2'-8" 7'-4" 1'-2"
22'-0"
4'-5"
4'-5" 1'-2"
2' -8
"1'-0", TYP.
3' -0
2' -0
" 1'-6"
22'-0"
4'-5" 2'-8" 14'-10" 2'-8"
4'-5"1'-2"
4' -0
2'-6" 4'-0"
4' -0
2'-0" 2'-0"
4'-0" 3'-4 1 16"
4' -0
3'-10 9 16"
3'-3 9 16"
2' -0
2' -0
2'-6 9 16"
6 5 16"
2'-9 5 16"
9 1 16"
2' -0
3'-3 9 16" 3'-3 9
16"
16"
2'-6"
2' -0
1'-915 16"1'-17
8"
2'-9 5 16"
2' -0
16"
2'-6"
2'-6 9 16"
6 5 16"
4'-0"
4" 2"
2" CLR.
1:12 MIN. SLOPE, TYP.
2" CLR.
2'-0"
4"
1"
1:12 MIN.
SLOPE, TYP.
2'-6"
2'-91 4"
3'-0245 256"
2'-9 73 256"
2'-6141 256"
3'-3149 256"
3'-0245 256"
4'-0"
3'-1015 16"
3'-1015 16"
3'-10 9 16"
3'-229 32"
3'-229 32"3'-517
32"
7" 7" 7"
7" 7" 7"
7" 7"
5 8"
5 8"
7"
9 9 256"
2'-8125 256"
8 61 256"
5 8"
5 8"
5 8"
5 8" 7"
7 25 256"
2'-7 89 256"
6 77 256"
7" 7"
7"
7"
7"
9 9 256"
8 61 256"
2'-8 256"
2'-9 256"
7 25 256"
7"
6 77 256"
2'-6 256"
2'-7 256"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _e nt ra nc e m on um en t d et ai ls
.d di t:js ch m itz er le s av ed :5/
8/
:1
:5/
9/
:3
AM
Office of Design and Construction
Services 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 RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16735
ELKO NATIONAL CEMETERY
943-001
5/5/2023
3602 JENNINGS WAY, ELKO, NV 89801
BID DOCUMENTS
Date: Dwg. of 133
BID DOCUMENTS
IRRIGATION: M.E.P.:GEOTECHNICAL :STRUCTURAL:
AST
7301 OHMS LANE, STE 215
EDINA, MN 55439
952-854-9302
MICHELLE SCHMIDT
WIM
175 JAMES AVE N.
MINNEAPOLIS, MN 55405
763-559-1010
TIM MALOOLY
TERRACON
6949 S. HIGH TECH DRIVE
MIDVALE, UT 84047
801-545-8500
JENNIFER DIERCKSEN
AESUS
1050 E. SOUTHERN AVE, STE 5
TEMPE, AZ 85282
480-454-2861
ORLANDO GONZALES
GARY R.
JOHNSON
PRO
FE
SS
IO
NA
L E
NGINEER-STATE O
F NEV
ADA
No. 029063
CIVIL
EXP. 06/30/23
ENTRANCE DETAILS
CQ501
63JSJL
SCALE:1
ENTRANCE WALL
1/4" = 1'-0"
CQ502
ELEVATION
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
28" HEIGHT ORNAMENTAL
FENCING
VA SEAL
SEE DETAIL 5/CQ501
TOE-KICK PLAN
STEM WALL PLAN
N0 2' 4' 8'
CQ502
1 2 3 4 5 6 7
A
B B
A
NATURAL STONE
TYPE-1 CAP
NATURAL STONE
TYPE-2 VENEER
NATURAL STONE
TYPE-1
28" HEIGHT ORNAMENTAL
FENCING
ENTRANCE SIGN
SEE DETAIL 6/CQ501
6' HEIGHT ORNAMENTAL
FENCING
6' HEIGHT ORNAMENTAL
FENCING
ORNAMENTAL AUTOMATIC GATE
SEE PLANS
6'H X 6' W ORNAMENTAL
MANUAL GATE
ORNAMENTAL GATE #1
CIP CONC.
COLUMN "A"
COLUMN "B"
CQ502
CQ502
COLUMN "B"
NATURAL STONE VENEER TYPE-2
NATURAL STONE TYPE-1 (BELOW)
CIP CONC.
COLUMN "B"
NATURAL STONE VENEER TYPE-2
NATURAL STONE TYPE-1 (BELOW)
SEE PLANS
1" AIR SPACE
1" AIR SPACE
ORNAMENTAL FENCE POST
LOCATIONS, TYP.
COLUMN "A"
COLUMN "A"
D6
SCALE:2
NATURAL STONE CAP TYPES
1/2" = 1'-0"
0 1' 2' 4'
A B B1
D6
D6
B2
D3 D D
B3
C
D D D15D14
C1
C2 C3
4' -0
D12
D13
D10
D4 D12
D13
C4
D5
D11
3-3/4" SQ. TYP. ALL
CAPS W/ FENCE POST
ORNAMENTAL
GATE #2
CQ501
CQ501
CQ501
SCALE:3
NATURAL STONE CAP TYPE A & B
1-1/2" = 1'-0"
0 1/2' 1' 1-1/2'
SCALE:4
NATURAL STONE CAP TYPE C
1-1/2" = 1'-0"
0 1/2' 1' 1-1/2'
CQ501
CQ501
CQ501
CQ501
CQ501
CQ501
CQ501
CAP SLOT FOR SS PIN. TWO
PINS PER CAP UNLESS
OTHERWISE SHOWN
CAP SLOT FOR SS PIN. TWO
PINS PER CAP UNLESS
OTHERWISE SHOWN
CAP DRIP,
SEE DETAIL
CAP DRIP,
SEE DETAIL
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
CQ502
AUTOMATIC GATE KEYPAD PANIC BUTTON/
GATE RELEASE
AUTOMATIC GATE DIGITAL
KEYPAD W/ FIRE BOX
PANIC BUTTON/
GATE RELEASE
CAP PLAN
A
A
A
B2 B2 B2 B2B B1 B B1B3B3B3B3B3B3
C
C
SIM.
C1
C1
SIM.
C2
C2
C2
C3
C3
SIM.
C
C
SIM.
C2 C3
C3
SIM.
C2
C2
C4
C4
SIM.
SCALE:5
NATURAL STONE TOE-KICK TYPES
1/2" = 1'-0" 0 1' 2' 4'
D14D8D15 D D
D1D1 D1
D6 D13
D7 D11
D5 D6
D12
D1
D9 D2
DD
D12
D13 D6 D4
D10
D7
D1
D1
D D1 D2 D3 D4
D9 D6 D7 D8
D12 D13
D7 D7
D7 D7
D7 D7
D7 D7
D7
D2 D3
D2 D2 D9
D8 D8 D8
D8 D8 D8 D8
D7 D7
D7 D7
D7 D7
D7 D7
D7
D5
D10 D11
D14 D15
BY MANUFACTURER
MOTOR FOR GATE #1
BY MANUFACTURER
MOTOR FOR GATE #2
VEHICLE LOOP DETECTOR
NA TIONA L C EME YTERELKO
3'-115 8"
3' -1
15 8"
4" 1"
1"
4" 1"1"
SS EMBED. PLATEPIPE SLEEVE
1'-31 4"
4"
8"
8" TYP.
1'-4 7 16"
4"
1'-03 8"
8" TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y:
\1
\1 v a nc a el ko n v ru ra l i ni tia tiv e\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _e nt ra nc e m on um en t d et ai ls
.d di t:js ch m itz er le s av ed :5/
8/
:1
:5/
9/
:3
AM
Office…
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