36C78619B0014-0001002.pdf
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36C78619B0014 0001 190530 Roseburg 902-008 Bid Drawings - 2of5.pdf
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| 36C78619C0142-000.docx | DOCX document | |
| 36C78619B0014-0003000.docx | DOCX document | |
| 36C78619B0014-0002001.pdf | ||
| 36C78619B0014-0002000.docx | DOCX document | |
| 36C78619B0014-0001000.docx | DOCX document | |
| 36C78619B0014-0001003.pdf | ||
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| 36C78619B0014-0001005.partial | — | |
| 36C78619B0014-0001004.pdf | ||
| 36C78619B0014-007.pdf | ||
| 36C78619B0014-010.pdf | ||
| 36C78619B0014-009.xlsx | XLSX spreadsheet | |
| 36C78619B0014-006.docx | DOCX document | |
| 36C78619B0014-008.docx | DOCX document | |
| 36C78619B0014-001.docx | DOCX document | |
| 36C78619B0014-000.docx | DOCX document | |
| 36C78619B0014-000.docx | DOCX document |
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Text version
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
Office of Design and Construction
Services
R
E
G
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83168
OREGON
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EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
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U R
V E
Y
P
D F
S d w g
P
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EXISTING CONDITIONS SURVEY
V-102
4DO DO
100% CONSTRUCTION DOCUMENTS
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
N
A
L
E
N
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I N
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E
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83168
OREGON
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EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
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S S u r v e y S
U R
V E
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P
D F
S d
P
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100% CONSTRUCTION DOCUMENTS
EXISTING CONDITIONS SURVEY
V-103
5DO DO
TP1
PUMP HOUSE
3'-3 5 8
7'-1 158"
V
ETER
A N
S W A
Y
VE
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RA
NS
W
AY
VETERANS WAY
CENTENNAL
DRIVE
VE
TE
PUMP HOUSE
3'-3 5 8
7'-1 158"
TP2
TP3
TP4
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t
A
B
C
D
E
F
13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
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A
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83168
OREGON
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A
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N
S
O
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J
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1 4
Y
EXP. JUNE 30, 2019
Stamp
TP#
LEGEND
TEST PIT LOCATION
TEST PIT 1
0.0 TO 2.0 FT MEDIUM STIFF, BROWN CLAYEY SILT; MODERATELY EXPANSIVE, DUFF/ROOTED
ZONE AT GROUND SURFACE.
3.0 TO 4.0 FT MEDIUM STIFF TO STIFF, BROWN SILT, SOME SMALL RIVER GRAVEL, TRACE CLAY AND
SILT.
GROUNDWATER SEEPAGE NOT OBSERVED.
NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.
TEST PIT 2
0.0 TO 2.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, DUFF/ROOTED ZONE AT
GROUND SURFACE.
3.0 TO 4.0 FT MEDIUM STIFF TO STIFF, BROWN SILT; SOME SMALL RIVER GRAVEL, TRACE CLAY AND
SILT.
GROUNDWATER SEEPAGE NOT OBSERVED.
NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.
TEST PIT 3
0.0 TO 1.5 FT FILL: STIFF, BROWN SILT; SCATTERED ANGULAR GRAVEL AND COBBLE, DRY.
1.5 TO 3.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, MOIST.
3.0 TO 4.0 FT MEDIUM HARD (RH-2), BROWN SILTSTONE, CLOSE FRACTURES, SLIGHTLY WEATHERED.
GROUNDWATER SEEPAGE NOT OBSERVED.
NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.
TEST PIT 4
0.0 TO 2.0 FT FILL: STIFF, BROWN SILT; SCATTERED ANGULAR GRAVEL AND COBBLE, DRY.
1.5 TO 3.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, MOIST.
3.0 TO 4.0 FT MEDIUM HARD (RH-2), BROWN SILTSTONE, CLOSE FRACTURES, SLIGHTLY WEATHERED.
GROUNDWATER SEEPAGE NOT OBSERVED.
NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.
NOTE: TEST PITS COMPLETED AUGUST 28, 2018. SEE COMPLETE GEOTECHNICAL REPORT BY AGEGC, SEPTEMBER 15, 2018 FOR ADDITIONAL INFORMATION.
N
0 80' 160'
SCALE:
GEOTECHNICAL TEST PITS
1" = 80' (30" x 42" PAPER SIZE)
EXISTING
COLUMBARIA
NEW
COLUMBARIA
NEW IGC
SECTION 7
EXISTING IGC
SECTION 6
NEW CONSTRUCTION SITE
ENTRANCE ROAD
GEOTECHNICAL TEST PITS
B-101
6JL JN
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text D
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REMOVE AND DISPOSE TREE
TREE PROTECTION
TEMPORARY CONSTRUCTION
FENCE
TEMPORARY CONSTRUCTION
FENCE ON PAVEMENT SUPPORTS
CE-501
CE-501
PUMP HOUSE
3'-3
7'-1 15 8
V
ETER
A N
S W A
Y
VE
TE
VETERANS WAY
CENTENNAL
DRIVE
VE
TE
PUMP HOUSE
3'-3
7'-1 15 8
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
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83168
OREGON
G
A
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EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
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S C
D
E M
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P
M
N
0 80' 160'
SCALE:
DEMOLITION OVERALL
1" = 80' (30" x 42" PAPER SIZE)
D-102
D-102
D-103
D-104
D-105
D-105
DEMOLITION OVERALL
D-101
7JL JN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text D
AutoCAD SHX Text
GATE
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REMOVE AND DISPOSE TREE
TREE PROTECTION
TEMPORARY CONSTRUCTION
FENCE
TEMPORARY CONSTRUCTION
FENCE ON PAVEMENT SUPPORTS
CE-501
CE-501
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I N
E
E
R
83168
OREGON
G
A
R
Y
R
. J
O
H
N
S
O
N
J
U
L
Y
EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
E T
S C
D
E M
O d
P
M
N
0 10' 20'
SCALE:
DEMOLITION ENLARGEMENT 1
1" = 10' (30" x 42" PAPER SIZE)
0 10' 20'
SCALE:
DEMOLITION ENLARGEMENT 1
1" = 10' (30" x 42" PAPER SIZE)
N
KEY NOTES
SAWCUT & REMOVE CONCRETE
PAVEMENT TO NEAREST CONTROL JOINT.
REMOVE CONCRETE
REMOVE TREES
±12'-0
TREE PROTECTION
TREE
PROTECTION
(TYP,)
DEMOLITION ENLARGEMENT 1
D-102
8JL JN
AutoCAD SHX Text
15" RCP
12" RCP
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REMOVE AND DISPOSE TREE
TREE PROTECTION
TEMPORARY CONSTRUCTION
FENCE
TEMPORARY CONSTRUCTION
FENCE ON PAVEMENT SUPPORTS
CE-501
CE-501
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I N
E
E
R
83168
OREGON
G
A
R
Y
R
. J
O
H
N
S
O
N
J
U
L
Y
EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
E T
S C
D
E M
O d
P
M
N
0 10' 20'
SCALE:
DEMOLITION ENLARGEMENT 2
1" = 10' (30" x 42" PAPER SIZE)
REMOVE AND DISPOSE STORM DRAIN.
REMOVE TREES
(TYP.)
TREE PROTECTION
(TYP.)
EXISTING STRUCTURE
TO REMAIN
DEMOLITION ENLARGEMENT 2
D-103
9JL JN
KEY NOTES
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
4" PVC
4" PVC
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REMOVE AND DISPOSE TREE
TREE PROTECTION
TEMPORARY CONSTRUCTION
FENCE
TEMPORARY CONSTRUCTION
FENCE ON PAVEMENT SUPPORTS
CE-501
CE-501
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
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E
D
PR
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83168
OREGON
G
A
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J
U
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EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
E T
S C
D
E M
O d
P
M
0 10' 20'
SCALE:
DEMOLITION ENLARGEMENT 3
1" = 10' (30" x 42" PAPER SIZE)
REMOVE AND DISPOSE GRID MONUMENT
KEY NOTES
REMOVE TREES
(TYP.)
TREE PROTECTION
(TYP.)
T E
S T
P
I
E
S
P
CONSTRUCTION
LIMITS
DEMOLITION ENLARGEMENT 3
D-104
10GJ BF
REMOVE TREES
(TYP.)
TREE PROTECTION
(TYP.)
REMOVE TREES
(TYP.)
REMOVE TREES
(TYP.)
TREE PROTECTION
(TYP.)
N
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
12" RCP
4" PVC
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REMOVE AND DISPOSE TREE
TREE PROTECTION
TEMPORARY CONSTRUCTION
FENCE
TEMPORARY CONSTRUCTION
FENCE ON PAVEMENT SUPPORTS
CE-501
CE-501
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I N
E
E
R
83168
OREGON
G
A
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Y
R
. J
O
H
N
S
O
N
J
U
L
Y
EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
E T
S C
D
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O d
P
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N
0 20' 40'
SCALE:
DEMOLITION ENLARGEMENT 4 - B
1" = 20' (30" x 42" PAPER SIZE)
EXISTING TAPERED CURB TO BE PROTECTED IN
PLACE. REPLACE IN KIND IF DAMAGED DURING
CONSTRUCTION AS DIRECTED BY THE COR.
TREE LOCATIONS ARE APPROXIMATED PER
AS-BUILT DRAWINGS. CONTRACTOR TO FIELD
VERIFY AND REMOVE ALL TREES WITHIN
ACCESS ROAD.
KEY NOTES
N
0 20' 40'
SCALE:
DEMOLITION ENLARGEMENT 4 - A
1" = 20' (30" x 42" PAPER SIZE)
M A
T C
H
L
I N
E
M A
T C
H
L I N
E
CONSTRUCTION SITE ENTRANCE. SEE
SHEET O-101 FOR MORE INFORMATION.
CONSTRUCTION SITE ENTRANCE. SEE
SHEET O-101 FOR MORE INFORMATION.
PROPERTY LIN
E
PROPERTY LIN
E
UTILITY EASEMENT PER
VA RECORD DRAWINGS
UTILITY EASEMENT PER
VA RECORD DRAWINGS
P R
O T
E C
T E
X
IS
T
IN
G F
O R
C E
M A
IN
PROTECT E
XIS
TIN
G F
ORCEMAIN
DEMOLITION ENLARGEMENT 4
D-105
11XXX XXX
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
14" PRESSURE PIPE
AutoCAD SHX Text
FLOOD ZONE X
AutoCAD SHX Text
APPROXIMATE LINE OF FLOOD ZONE AREA
AutoCAD SHX Text
POSSIBLE EASEMENT PER VA PROVIDED RECORD PLANS
AutoCAD SHX Text
FLOOD ZONE AE
AutoCAD SHX Text
14" PRESSURE PIPE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PUMP HOUSE
3'-3
7'-1 15 8
V
ETER
A N
S W A
Y
VE
TE
VETERANS WAY
CENTENNAL
DRIVE
VE
TE
PUMP HOUSE
3'-3
7'-1 15 8
Structural Engineering, Electrical Engineering:
AST
7301 Ohms Lane Edina, MN 55439
(952) 854-9302 John Levar
Irrigation:
Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525
(907) 372-6104 Robert Beccard
Cost Estimating:
CPMI
3265 Northwood Circle Suite 170 Eagan, MN 55121
(952) 854-3663 Bryan Bertrand
Geotechnical Engineering:
Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501
(541) 226-6658 Robin Warren
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fil e P ath
BID DOCUMENTS
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
A
B
C
D
E
F
1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com
ROSEBURG NATIONAL CEMETERY
GRAVESITE EXPANSION
ROSEBURG, OREGON
902CM3008
MAY 9, 2019 OF 59
#15135
BID DOCUMENTS
Office of Design and Construction
Services
R
E
G
I
S
T
E
R
E
D
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I N
E
E
R
83168
OREGON
G
A
R
Y
R
. J
O
H
N
S
O
N
J
U
L
Y
EXP. JUNE 30, 2019
Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s
S
H E
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S O
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P E
R A
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N S d
P
M
N
0 80' 160'
SCALE:
CONSTRUCTION ACCESS & PHASING
1" = 80' (30" x 42" PAPER SIZE)
KEY NOTES
CONTRACTOR STAGING AREA. VERIFY
WITH COR AND CEMETERY PRIOR TO
MOBILIZATION. PROTECT EXISTING TREES.
INSTALL CHAINLINK CONSTRUCTION
FENCE. INSTALL GATES WHERE NEEDED
FOR ACCESS.
DRAINAGE IMPROVEMENT AREA -
A. PROTECT WITH 4' TALL ORANGE
FENCING, BACKFILL ALL
TRENCHES AT END OF EACH
WORK DAY
B. STAGE CONSTRUCTION TO
PROVIDE PLYWOOD WALKWAY TO
MAINTAIN VISITOR ACCESS AT ALL
TIMES.
C. WORK IN THE DRAINAGE
IMPROVEMENT AREAS CAN
OCCUR CONCURRENTLY WITH
OTHER PHASES BUT EACH AREA
MUST BE RESTORED WITHIN 4
CALENDAR WEEKS OF
DISTURBING THE SURFACE.
CONSTRUCTION ACCESS ROUTE
A. INSTALL GRAVEL CONSTRUCTION
ACCESS ROUTE PRIOR TO
BEGINNING WORK ON
COLUMBARIUM OR IGC GRAVE
SECTIONS 6 OR 7.
B. ALL CONSTRUCTION TRAFFIC TO
UTILIZE THIS ROUTE. OVERSIZE
TRAILERS MAY USE CEMETERY
ROADWAYS IF NEEDED,
COORDINATE WITH COR.
OVERWEIGHT LOADS NOT
PERMITTED.
C. CONTRACTOR TO MAINTAIN
GRAVELED ROADWAYS IN MUD
FREE CONDITION DURING
CONSTRUCTION. ADD 3/4 INCH
MINUS CRUSHED GRAVEL AS
NEEDED.
I
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A
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P
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O
V
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M
E
N
A
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E
A
EXISTING
MAINTENANCE
ROAD TO REMAIN
CEMETERY
MAINT.
YARD
O-102
C
CONSTRUCTION ACCESS &
PHASING
O-101
12GJ BF
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text J
AutoCAD SHX Text
PHONE
AutoCAD SHX Text D
AutoCAD SHX Text
GATE
File details come from the government source that posted it.