utility hook-ups.pdf
PDF 688 KB Posted
- Solicitation number
- 36C78625B0026_1
About this file
The document is a grading enlargement plan for the Roseburg National Cemetery, showing detailed site plans for four specific areas: Committal Shelter, Assembly Area, Public Information Center, and Scatter Garden. The plans include precise elevation measurements, contour lines, utility connections (water noted), and structural layouts, with dimensions ranging from 2'-8" to 32'-0". The technical drawings are prepared by multiple engineering firms including JJR LLC, SmithGroup Inc., and Anderson Engineering of Minnesota, LLC, and are labeled as A5-BUILDS documentation for the National Cemetery Administration.
The grading plans provide a comprehensive site layout with topographical details, indicating precise grading specifications for different cemetery zones. Elevation markers are consistently noted, with typical wall elevations around 476.19 and various ground elevation points marked between 463-475 feet. The plans include notations for concrete pavements, expansion joints (E.J.), and utility markings (SAN, STM, W, UND), suggesting a detailed approach to site infrastructure and landscaping for the cemetery project.
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Other files
| File | Type | Posted |
|---|---|---|
| Screenshot 2025-03-19 104511.PNG | PNG image | |
| AMENDMENT 3-36C78625B0026 0003.docx | DOCX document | |
| AMENDMENT 2-36C78625B0026 0002.docx | DOCX document | |
| Trailer hook-ups Feet--.pdf | ||
| REVISED FINALSOW Utilities for Trailer Connections.docx | DOCX document | |
| AMENDMENT 1-36C78625B0026 0001.docx | DOCX document | |
| 36C78625B0026_1.docx | DOCX document | |
| Screenshot 2024-10-16 152736.png | PNG image | |
| Wage determination.pdf | ||
| SOW Utilities for Trailer Connections.docx | DOCX document | |
| Trailer hook-ups Feet.png | PNG image | |
| Sanitary Sewer Utilities.doc | DOC document | |
| Utility Systems.docx | DOCX document |
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Text version
18'-0" 6'-0
24'-0"
'-0"
6'-0
14'-0"
6'-0
18'-0"10 '-0"
24'-0"
6'-0
14'-0"
14'-0"
4'-0
4'-0
'-0"
'-0"
9'-0
6'-0
9'-0
'-0"
4'-0"
6'-0"
4'-0"
6'-0"
9.00'
9.00'
4'-6
4'-6
4'-0
6'-0
4'-0" 4.50'
4.50'
4'-0" 4'-0"
4'-0" 4'-0"
4'-0"
4'-0" 3'-4
" 2'-8
8'-0
5'-0
6" CONC.
4" CONC.
DIMENSIONS TO FACE
OF BRICK VENEER, TYP.
DIMENSIONS TO FACE
OF BRICK VENEER, TYP.
DIMENSIONS TO
CENTERLINE BUILDING
COLUMN
, TYP.
TW ELEV. 476.19, TYP.
TW ELEV. 476.19, TYP.
TW ELEV. 476.19, TYP.
TW ELEV. 476.19, TYP.
E.J. BETWEEN
WALLS AND CONC.
PAVEMENT, TYP.
E.J. BETWEEN
WALLS AND CONC.
PAVEMENT, TYP.
E.J., TYP.
7'-1
5 8
TM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
S
UN
D
UND
UND
UND
UND
UND
UND
UND
U
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UN
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UND
UNDUND
UND
UND
UND
UND
UND
UND
UND
UND
UND
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
471.24
471.13
471.66
471.76
474.67 474.47
474.47
473.90
474.57 474.66
474.66
474.66 474.57
474.67
474.70 474.59 474.47
473.91
474.69
474.63
474.87
474.69
474.68
474.87
474.63
474.69
474.70
474.67
474.59 474.47
474.05
474.57 474.66
474.71
474.71
474.69 474.57
474.75
474.58 474.59
474.67
474.73
474.70
474.69
474.64
474.81
474.81
474.81 474.85
474.77
474.77
474.77
474.77
474.81 474.81
474.81
474.81 474.81
474.81
475.05
475.05
474.81
474.82 474.81
474.81
474.81
474.85
474.77
473.09
473.05472.96
472.98 473.49
473.38
473.82
473.77
474.65
474.59
473.96
473.80 473.79
473.90
475.18
475.24
475.11
475.07
474.04
473.76
474.00
473.85 474.62
475.19
475.18
475.45
474.24
475.42
475.37
475.48
475.51
475.33
475.43
474.12 474.45
T/W 476.18
TW 476.16
T/W 476.19
T/W 476.18
SAN
SAN
SAN
SAN
SAN
SAN
STM
STM
STM
STM
STM
STM
STM
STM
W W
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
UN
D
WWWWWWWWWW
W
W
W
W
W W W
W W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TM
STM
STM
STM
STM
STM
463.98
463.87
463.88
464.06
463.91
463.92 463.53
463.63 463.65
463.73
463.79
463.86
463.98
463.86
463.79
463.73 463.54
463.44
463.35
463.53 463.50
463.85 463.78
463.95
463.88
464.06 464.06
464.10
464.03 464.03
463.93
463.85
463.70
464.06 464.06
464.04
464.10
464.05
463.98
464.05
464.10 464.08
464.05
464.10
464.10
463.96
463.68
463.60
464463.64
463.64
463.79
ST-65
463.07
SAN-4
463.80
T/W 465.26
T/W 465.26
7'-9"
3'-3
E
E
E
E
E
E
E
E
E
E
E
E
456.81
456.83
456.60
456.62
456.39
456.41 456.32
456.32
456.41
456.42
456.62
456.62
456.93
456.93
457.60
457.45
457.25
457.07
456.93
456.93
456.93
456.93
456.12
456.20
456.98
456.98
457.18 457.18
457.14
457.14
457.25 457.25
457.14
457.37
457.38
457.38
457.37 457.37
457.44
457.44
457.37
457.61
457.63
457.63
457.61 457.61
457.63
457.63
457.61
457.37 457.44
457.44
457.37
457.37
457.38
457.38
457.37
457.14
457.18
457.25
457.14
457.14
457.18
457.18
457.14 456.98
456.98
457.14
T/W 460.60
T/W 460.60
T/W 460.60
T/W 460.60
T/W 460.60
T/W 460.60
T/W 466.62
T/W 466.62
T/W 466.62
T/W 466.62
T/W 466.62
473.77
473.86 473.93
473.85
473.80
473.88 473.91
473.93
473.87
473.98
473.98 473.98
473.99
JJR, LLC
110 MILLER AVENUE,
ANN ARBOR, MICHIGAN 48104
734.662.4457 T 734.662.0779 F
www.jjr-us.com
SMITHGROUP, INC.
500 GRISWOLD
SUITE 1700
DETROIT, MICHIGAN 48226
T 313.983.3600 F 313.983.3636 www.smithgroup.com
Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive
FAX (970) 226-3855
Anderson Engineering of Minnesota, LLC
COMMITTAL SHELTER GRADING1
L4.6 PLAN 1" = 10'
PUBLIC INFORMATION CENTER GRADING3
L4.6 PLAN 1" = 10'
N
N
ASSEMBLY AREA GRADING2
L4.6 PLAN 1" = 10'
SCATTER GARDEN GRADING4
L4.6 PLAN 1" = 10'
N
N cemRoystK Rectangle cemRoystK Line cemRoystK Typewritten Text Sewer connection cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Line cemRoystK Typewritten Text
IT
cemRoystK Line cemRoystK Typewritten Text
ELECTRICAL
cemRoystK Line cemRoystK Typewritten Text
WATER
File details come from the government source that posted it. Updated .