2am_plans.pdf
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- Attached to
- COLUMBARIUM - JEFFERSON BARRACKS Federal contract opportunity
- Solicitation number
- W912P9-18-R-0031
About this file
REVISED PLANS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A24_CLARIFICATION_OF_AMENDMENTS.docx | DOCX document | |
| A22_AMEND_TO_FBO.pdf | ||
| Geophysical_Report_for_Contractor.pdf | ||
| 2am_specs.pdf | ||
| Soils_Report_for_Contractor.pdf | ||
| 2am_00_00_10.doc | DOC document | |
| 2am_narrative_qa_signin.pdf | ||
| PPQ_ONLY.pdf | ||
| A22_AMENDMENT_1.pdf | ||
| JBNC_ColumbariumD_Adv_specs.pdf | ||
| A02_SOLICITITATION_FOR_ANNOUNCEMENT.pdf | ||
| VA-JBNC_Final_Plans_20180703_(1-10_of_78).pdf | ||
| VA-JBNC_Final_Plans_20180703_(11-78_of_78).pdf |
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
AAMJSV
ST. LOUIS, MISSOURI
COVER SHEET
of Engineers
US Army Corps
GENERAL
INDEX OF DRAWINGS
TITLESHT
GEOTECHNICAL
CIVIL
B-101
COVER SHEET
G-002
G-003
G-101
B-201
B-202
CG101
CG102
CG301
SS101
STRUCTURAL
SS202
SS203
SS301
SS302
SS501
SS503
SS504
SS505
SS506
LANDSCAPE
LP101 PLANTING PLAN
LS101
LS102
LP501
LS601
LI101
TITLESHT
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
ABBREVIATIONS
CG302
CS101
CS102
LI501
NEW SIGNAGE
SITE AMENITY DETAILS
PLANTING DETAILS
NUMBERING PLAN
U.S. ARMY CORPS OF ENGINEERS G-103 EROSION CONTROL PLAN
EXCAVATION PLAN
CG103
CG104
CG105
CG106
CU101
CU102
CU103
EROSION CONTROL DETAILS
LI001 IRRIGATION NOTES
PHASE 1 - IRRIGATION PLAN
LI102
LI502
LI504
IRRIGATION DETAILS - POC VAULT
IRRIGATION DETAILS - SPRINKLERS
IRRIGATION DETAILS - BUBBLERS
IRRIGATION DETAILS - CONTROLLER
G-104 PROJECT CONTROL
G-501
CU501
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
SS001 GENERAL STRUCTURAL NOTES
STRUCTURAL SITE PLAN
RETAINING WALL ELEVATION
COLUMBARIUM CAP PLAN
COLUMBARIUM DETAILS
JEFFERSON BARRACKS NATIONAL CEMETERY
PHASE 1: 5000 NICHE COLUMBARIUM D
W912P9-18-C-00xx
W912P9-18-R-0021
JEFFERSON BARRACKS
NATIONAL CEMETERY
PHASE 1: COLUMBARIUM D
G-100
LOCATION & VICINITY MAPS
SITE PHASING PLAN
SITE KEY PLAN
B-001 BORING LOG LEGEND
BORING LOCATION MAP
B-203
B-204
B-501 FLOWABLE FILL DETAIL
CG303
CG304
CIVIL DEMOLITION PLAN
DESIGN SECTIONS - COLUMBARIUM & ROAD
PHASE 1 - GRADING PLAN (1 OF 6)
PHASE 1 - GRADING PLAN (2 OF 6)
PHASE 1 - GRADING PLAN (3 OF 6)
PHASE 1 - GRADING PLAN (4 OF 6)
PHASE 1 - STORM SEWER PLAN (1 OF 3)
PHASE 1 - STORM SEWER PLAN (2 OF 3)
STORM SEWER DETAILS (1 OF 2)
STORM SEWER DETAILS (2 OF 2)
DETAIL SECTIONS (2 OF 3)
DETAIL SECTIONS (2 OF 3)
SS102 PAVEMENT JOINT PLAN
OUTLET STRUCTURE - CONCRETE DETAILS
OUTLET STRUCTURE - REINFORCEMENT DETAILS
COLUMBARIUM DETAILS
COLUMBARIUM DETAILS
SITE SIGNAGE DETAILS
G-004 SYMBOLS & LEGEND
B-102 BORING LOCATION MAP
CD201 EXCAVATION PROFILES
LS103
LS104
LS105
LS106
LS107
LS108
LS109
EXISTING LOCAL SIGNAGE
EXISTING SIGNAGE INVENTORY
EXISTING SIGNAGE INVENTORY
EXISTING SIGNAGE INVENTORY
EXISTING SIGNAGE INVENTORY
SIGN CHANGES
SIGN CHANGES
SIGN CHANGES
G-102 SITE STAGING PLAN
BORING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-02
BORING LOGS 17-JBNC-SB-03 & 17-JBNC-SB-04
BORING LOGS 17-JBNC-SB-05 & 17-JBNC-SB-06
BORING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-08
PHASE 1 - COLUMBARIUM D
B-205
B-206
B-207
B-208
DRILLING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-02
DRILLING LOGS 17-JBNC-SB-03 & 17-JBNC-SB-04
DRILLING LOGS 17-JBNC-SB-05 & 17-JBNC-SB-06
DRILLING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-08
PHASE 2 - GRADING PLAN (5 OF 6) - ( NOT IN THIS CONTRACT )
PHASE 2 - GRADING PLAN (6 OF 6) - ( NOT IN THIS CONTRACT )
PHASE 2 - STORM SEWER PLAN (3 OF 3) - ( NOT IN THIS CONTRACT )
PHASE 1 - CIVIL LAYOUT PLAN (1 OF 2)
PHASE 2 - CIVIL LAYOUT PLAN (2 OF 2) - ( NOT IN THIS CONTRACT )
PHASE 2 - TYPICAL ELEVATIONS - ( NOT IN THIS CONTRACT )
PHASE 1 - TYPICAL ELEVATIONS
PHASE 2 - IRRIGATION PLAN - ( NOT IN THIS CONTRACT )
FOR CONSTRUCTION
STAIR DETAILSSS507
RETAINING WALL PLANS
RETAINING WALL CAPS
DETAIL SECTIONS (1 OF 3)
MAY 2018
ST. LOUIS, MISSOURI
MAY 2018
G-001.1
CD101.1
CD102.1
CU502.1
G-001.1
SS502.1
SS201.1
LS501.1
LS502.1
LI503.1
1 REVISED PER AMENDMENT NO. 0002 07/23/18
MANHOLE
ELECTRIC
TRANSFORMER
ELECTRIC
T=510.58
ELECTRIC MH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
W
W
W
W
W
W
R C P
24"
HDPE
CP1
SIGN6
SIGN4
SIGN8
SIGN7
SIGN5
SIGN3
GI1
GI2
CI2
CI1
GI3
FES1
FES2
6" HDPE
6" HDPE
EOP6
EOP9
EOP7
EOP5
EOP2
EOP1
EOP4
EOP3
EOP8
BENCHSSMH1
SSMH2
F L
F L
F L
FL
FL
SIGN9
" H
DPE
/ 3
0" R
CP
P
V C
8" PVC
" P
V C
" S
A N
IT
A R
Y
" R
C P
12" RCP
" R
C P
6"
HDPE
6" HDPE
15" RCP
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
4+68
AAMRCM
20' 40'0
N
(NOT TO SCALE)
CIVIL DEMOLITION PLAN
MIRAVALLE RD.
G E
N T
R Y R
D
SEE NOTE 2.
SERVICE VALVE.
REPLACE WATER
REMOVE AND
SEE NOTE 3.
SERVICE VALVE.
REPLACE WATER
REMOVE AND
SEE NOTE 1.
CATCH BASIN.
EXISTING CURB
REPLACE
REMOVE AND
SITE LOCATION
SEE CALLOUTS FOR SPECIFIC DISPOSITION
REMOVALS FOR RELOCATION OR DISPOSAL,
CLEAR & GRUB
INV. EL.444.95
EXISTING INLET
INV. EL.445.01
EXISTING INLET
INV. EL. 433.91
SECTION
EXISTING FLARED END
INV. EL.434.71
EXISTING PIPE
DETAILS.
SS301 AND SS302 FOR
HEADWALL. SEE SHEET
SECTION WITH NEW
EXISTING FLARED END
REMOVE AND REPLACE
LINE (OUTLET END).
REMAINING 14' AT EXCAVATION
FROM BACK OF CURB. CAP
DRAIN PIPE TO WITHIN 10.5'
REMOVE 149 LF OF 12" HDPE
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
SEE NOTE 21.
MAINTAIN IN PLACE.
FROM 30" RCP AND
REMOVE 10" PVC
GENERAL SHEET NOTES
KEY MAP
LEGEND
F1
SCALE: 1" = 20'
CIVIL DEMOLITION PLAN
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
.5
NEW PVC SECTION WITH A PVC UNION.
IF THE PVC PIPE IS DAMAGED, REMOVE DAMAGED END AND SPLICE-IN
PIPE SO THAT IT MAY BE REINSERTED INTO THE NEW 66" MANHOLE.
21. DURING THE REMOVAL OF THE 30" RCP, CHISEL OUT THE 10" PVC
JBNC MAINTENANCE GATE.
ALL CONSTRUCTION TRAFFIC SHALL ENTER OR EXIT THROUGH THE
EXIT THROUGH THE MAIN JBNC ENTRANCE AT JEFFERSON DRIVE.
20. NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED TO ENTER OR
OCCURS USING STREET CLEANING EQUIPMENT.
ADJACENT PUBLIC STREETS SHALL BE CLEANED OFF DAILY AS IT
CLEAN OF CONSTRUCTION DIRT AND MUD. CEMETERY ROADS AND
19. EXISTING ROADWAYS THROUGHOUT CEMETERY MUST BE KEPT
PRE-CONSTRUCTION CONDITIONS.
RESTORED AS SHOWN ON THE DRAWINGS OR TO
18. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE
CONTRACTORS EXPENSE.
17. ALL DEBRIS SHALL BE LEGALLY DISPOSED OF OFF SITE AT THE
TO REMOVAL.
MARKED BY THE CONTRACTOR AND APPROVED BY THE COR PRIOR
16. ALL TREES AND TREE LINES INDICATED TO BE REMOVED SHALL BE
PLACE PRIOR TO SITE CLEARING.
15. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN
BARRIERS PLACED UP-SLOPE FROM THE TREE PROTECTION AREAS.
SEDIMENTATION INTRUSION THRU THE USE OF EROSION CONTROL
14. ALL TREE PROTECTION AREAS SHALL BE PROTECTED FROM SOIL
WITHIN THE TREE PROTECTION AREA IS PROHIBITED.
DISPOSAL OF WASTE MATERIAL WHICH MAY BE HARMFUL TO TREE(S)
13. THE CLEANING OF EQUIPMENT, STORAGE OF MATERIALS OR
ARE TO OCCUR WITHIN THE TREE PROTECTION AREAS.
12. NO PARKING, STORAGE OR OTHER CONSTRUCTION SITE ACTIVITIES
REPLACED AND/OR REPAIRED AS NEEDED OR DIRECTED BY COR.
11. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND
LANDSCAPING IS INSTALLED.
TREE PROTECTION DEVICES MUST REMAIN IN PLACE UNTIL FINAL
ANY CLEARING, GRUBBING OR GRADING.
10. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO
TO AN EXISTING JOINT OR TO A JOINT SAWED FULL DEPTH.
IMPROVEMENTS ARE TO BE LEFT IN PLACE, THEY SHALL BE REMOVED
SIMILAR IMPROVEMENTS AND WHERE A PORTION OF SUCH
9. IN REMOVING PAVEMENT, CURB, GUTTER, WALKWAYS AND OTHER
8. BURNING ON-SITE WILL NOT BE PERMITTED.
PLAN TO VERIFY SITE ELEMENTS TO BE REMOVED.
7. COORDINATE DEMOLITION PLAN AND GRADING PLAN AND UTILITY
6. SAW CUT ASPHALT PAVING AS SHOWN ON PLANS.
OR UTILITY INTERFACES PRIOR TO COMMENCING CONSTRUCTION.
LOCATIONS AND ELEVATIONS OF EXISTING SEWERS OR MANHOLES
FACILITIES, LATEST EDITION. CONTRACTOR TO VERIFY THE
CONSTRUCTION SPECIFICATION FOR SEWERS AND DRAINAGE
METROPOLITAN ST. LOUIS SEWER DISTRICT (MSD) STANDARD
5. ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CONSTRUCTION.
WITH ALL LOCAL UTILITY COMPANIES PRIOR TO START OF
LIMITS OF THE WORK. CONTRACTOR TO CONTACT AND COORDINATE
UTILITY PERSONNEL THE LOCATIONS OF ALL UTILITIES WITHIN THE
CONTRACTORS RESPONSIBILITY TO VERIFY WITH THE APPROPRIATE
RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO
CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES THAN THOSE
4. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS
SYSTEM.
CONNECTION TO P.O.C. VAULT ESTABLISHED FOR NEW IRRIGATION
3. EXISTING WATER SERVICE VALVE TO BE REMOVED AND NEW
NEW LOCATION BEHIND NEW CURB LOCATION.
2. EXISTING WATER SERVICE VALVE TO BE REMOVED AND REPLACED IN
CATCH BASIN, MAINTAINING CURRENT INVERT EL. 445.95
1. EXISTING CURB CATCH BASIN TO BE REPLACED WITH NEW FLUSH
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
12' 4" OF 30" RCP.
ENTIRELY, REMOVE
REMOVE 24"HDPE
1 REVISED PER AMENDMENT 0002 07/23/18
CD101.1
CI5
H D
P E
" H
D
PE
E L L
IP
T
IC
A L R
C P
R
IS
E X
S
P A
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
430 430
440440
445 44
C P
S
IG
N
S
IG
N
S
IG
N
S
IG
AAM
RCM
EXCAVATION PLAN
M
IR
A V
A L L E R
D
GENTRY RD.
GENTRY RD.
HEADWALL
STORMWATER
FOR NEW
EXCAVATION
EXCAVATION EXTENTS
EXCAVATION EXTENTS
EXCAVATION EXTENTS
EXCAVATION EXTENTS
EXISTING SANITARY SEWER DO NOT DISTURB
E 879772.77
N 970409.08
E 879768.41
N 970406.41
E 879775.05
N 970428.66
E 879770.69
N 970425.86
EL 435.44
E 879850.01
N 970518.82
EL 437.59
E 879862.79
N 970497.80
EL 438.88
E 879864.45
N 970477.87
EL 438.88
E 879865.11
N 970469.90
EL 440.70
E 879866.76
N 970449.97
EL 436.95
E 879869.07
N 970422.06
BREAKLINE
EXCAVATION
EL 429.88
E 879863.40
N 970357.37
EL 426.67
E 879874.86
N 970352.30
EL 426.67
E 879875.52
N 970344.33
EL 424.63
E 879865.06
N 970337.44
EL 422.50
E 879867.37
N 970309.54
EL 422.50
E 879868.03
N 970301.57 EL 423.41
E 879870.35
N 970273.66
EL 424.20
E 879881.81
N 970268.59
EL 424.20
E 879882.47
N 970260.62
EL 423.45
E 879872.66
N 970245.76
EL 424.20
E 879884.12
N 970240.69
EL 424.20
E 879884.78
N 970232.71
OF FLOWABLE FILL
EXPECTED EXTENTS
EL 426.84
E 879813.97
N 970529.88
EL 423.72
E 879804.17
N 970515.02
EL 423.72
E 879804.83
N 970507.04
EL 425.90
E 879811.30
N 970501.56
EL 425.90
E 879811.97
N 970493.59
EL 425.90
E 879801.50
N 970486.70
EL 425.90
E 879802.16
N 970478.73
EL 426.88
E 879808.64
N 970473.24
EL 426.88
E 879809.30
N 970465.27
EL 426.37
E 879799.49
N 970450.41
EL 425.98
E 879805.97
N 970444.92
EL 425.98
E 879806.63
N 970436.95
EL 426.00
E 879796.16
N 970430.06
EL 426.00
E 879796.83
N 970422.09
EL 426.00
E 879803.30
N 970416.61
EL 426.00
E 879803.96
N 970408.63
EL 428.40
E 879793.50
N 970401.75
EL 427.00
E 879794.16
N 970393.77
EL 425.55
E 879809.75
N 970338.87
EL 425.19
E 879804.27
N 970332.40
EL 425.19
E 879804.93
N 970324.43
EL 424.27
E 879816.39
N 970319.36
EL 424.27
E 879817.05
N 970311.38
EL 424.36
E 879811.56
N 970304.91
EL 424.36
E 879812.23
N 970296.94
EL 423.46
E 879823.24
N 970291.83
EL 423.46
E 879823.90
N 970283.86
EL 422.78
E 879831.64
N 970256.40
EL 422.90
E 879838.94
N 970228.91
EL 422.90
E 879838.28
N 970236.88
EL 422.98
E 879826.82
N 970241.95
EL 422.98
E 879826.16
N 970249.93
EL 422.78
E 879830.98
N 970264.37
EL 423.69
E 879819.52
N 970269.44
EL 423.69
E 879818.86
N 970277.42
BREAKLINE
EXCAVATION
EL. 440.00
FLOWABLE FILL EL. 433.50
FILL
FLOWABLE
EL. 431.00
FILL
FLOWABLE
O
N
.5
AND LEFT IN PLACE
PIPE TO BE CAPPED
14' OF REMAINING
EXTENTS
EXCAVATION
NEW MANHOLE
EXCAVATION FOR
O
N
FILL
FLOWABLE
EXTENTS OF
EXPECTED
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
BREAKLINE
EXCAVATION
PIPE REROUTE
STORMWATER
EXCAVATION FOR
THIS LOCATION! SEE NOTE 4.
THE SANITARY SEWER
WHEN EXCAVATING OVER
EXERCISE EXTREME CAUTION
THIS AREA, SEE NOTE 5
SEWER SHOULD BE IN
COVER OVER SANITARY
APPROXIMATELY 2' OF PIPE
EL. 425.00
E 879805.78
N 970386.71
EL. 425.00
E 879807.27
N 970368.77
EL. 424.02
E 879796.97
N 970359.89 EL. 424.02
E 879797.63
N 970351.92
EL. 425.55
E 879809.09
N 970346.85
EL. 432.00
E 879834.39
N 970206.05
EL. 432.00
E 879841.04
N 970192.61
EL. 432.00
E 879812.97
N 970195.46
EL. 431.30
E 879810.49
N 970194.23
EL. 431.30
E 879817.29
N 970180.86
EL. 432.00
E 879819.62
N 970182.01
EL. 423.45
E 879872.00
N 970253.73
EL. 424.20
E 879880.15
N 970288.52
EL. 423.41
E 879869.69
N 970281.63
EL. 424.20
E 879879.49
N 970296.50
EL. 425.47
E 879877.84
N 970316.43
EL. 425.47
E 879877.18
N 970324.40
EL. 424.63
E 879865.72
N 970329.47
EL. 434.36
E 879859.27
N 970407.21
EL. 436.61
E 879860.48
N 970525.71
EL. 426.84
E 879814.63
N 970521.90
EL. 426.37
E 879798.83
N 970458.38
EL. 422.90
E 879857.58
N 970234.47
EL. 422.34
E 879855.93
N 970248.38
EL. 422.10
E 879854.55
N 970262.32
EL. 422.17
E 879852.95
N 970276.23
EL. 422.24
E 879851.34
N 970290.15
EL. 422.30
E 879849.73
N 970304.06
EL. 422.37
E 879848.12
N 970317.98
EL. 422.40
E 879846.77
N 970331.91
EL. 425.00
E 879842.31
N 970345.59
EL. 428.59
E 879841.74
N 970359.59
EL. 428.00
FILL
FLOWABLE
EL. 432.13
E 879831.58
N 970513.28
EL. 431.90
E 879830.19
N 970527.21
O
N
O
N
1 ON 1.5
DISTURB.
DO NOT
HEADWALL
EXISTING
NECESSARY
REMOVE POST AS
BOLTED SECTION AND
REMOVE TO NEAREST
EXISTING GUARD RAIL,
A P
P R
O X
IM
A T
E L
Y
O
F S
H O
R
IN
G S
E E N
O T
E
EL. 432.20
E 879839.72
N 970401.57
EL. 432.32
E 879836.55
N 970429.40
EL. 432.26
E 879838.13
N 970415.48
EL 435.93
E 879857.62
N 970427.13
EL 440.70
E 879867.42
N 970441.99
EL. 435.93
E 879856.96
N 970435.11
EL. 432.38
E 879834.96
N 970443.32
EL 428.50
E 879855.30
N 970455.04
EL. 432.40
E 879833.62
N 970457.25
EL. 432.80
E 879834.28
N 970471.36
EL 428.50
E 879854.64
N 970463.01
EL 435.91
E 879852.99
N 970482.94
EL 435.91
E 879852.33
N 970490.91
EL. 433.20
E 879834.95
N 970485.46
EL. 432.66
E 879833.26
N 970499.37
EL 435.44
E 879850.67
N 970510.85
EL 437.59
E 879862.13
N 970505.78
EL. 436.95
E 879869.74
N 970414.09
GENERAL SHEET NOTES
LEGEND
HAND EXCAVATION EXTENTS
SEE BORING LOGS
ADDITIONAL ROCK EXCAVATION EXPECTED,
N
10' 20'0F1
SCALE: 1" = 10'
EXCAVATION PLAN - PHASE 1
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
LOCATION OF EXPECTED SHORING SEE NOTE 6
1 ON 1.5
REQUIREMENTS. SEE SHEET CD201.
APPENDIX B SLOPING AND BENCHING AND ADHERE TO THE GUIDELINES EM 385-1-1, SAFETY AND HEALTH
THE CONTRACTOR SHALL DESIGN A SHORING / SLOPING SYSTEM TO MEET OSHA 29 CFR 1926 SUBPART P, 6.
BE SUFFICIENT COVER OVER THE SANITARY SEWER IN THIS LOCATION.
CONTRACTOR SHALL VERIFY DEPTH OF SANITARY SEWER PRIOR TO MAIN EXCAVATION. THERE SHOULD 5.
SIDE OF SANITARY SEWER.
EXCAVATE BY HAND TO REMOVE THE EXISTING STORM PIPE IN THIS LOCATION. HAND DIG ZONE 4' EITHER 4.
PROCESS.
ADJUSTMENT OF THE EXTENTS OF THE TEMPORARY CHAIN LINK FENCE IS EXPECTED DURING THIS 3.
THE SITE.
NEEDED FOR THE INSTALLATION OF THE MANHOLE AND STORMWATER REDIRECT PIPE TO THE NORTH OF
IT IS FULLY EXPECTED THAT EVEN WITH THE STEEP SIDE SLOPES SOME TEMPORARY SHORING WILL BE 2.
INFRASTRUCTURE.
MINIMUM OF 1' THICK FLOWABLE FILL. 1 ON 1.5 SIDE SLOPES SHOWN TO MINIMIZE IMPACT ON ADJACENT
DEEP EXCAVATION SHOWN FOR STABILIZATION OF SITE. BOTTOM OF EXCAVATION IS FILLED WITH A 1.
EL 436.61
E 879859.82
N 970533.68
EL. 444.00
E 879870.30
N 970519.50
EL. 444.00
E 879871.56
N 970525.62
EL. 444.00
E 879870.99
N 970533.60
EL. 444.00
E 879882.92
N 970534.59 EL. 444.00
E 879883.58
N 970526.62
EL. 444.00
E 879884.07
N 970520.64
EL. 444.00
E 879870.44
N 970511.48
EL. 444.00
E 879884.73
N 970512.67
BREAKLINE
EXCAVATION
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
EL. 444.00
E 879887.13
N 970490.29
EL. 444.00
E 879870.58
N 970488.92
EL. 444.00
E 879879.82
N 970481.66
EL. 444.00
E 879871.46
N 970480.96
EL. 444.00
E 879890.40
N 970450.93
EL. 444.00
E 879882.42
N 970450.26
EL. 444.00
E 879878.92
N 970446.13
EL. 444.00
E 879890.29
N 970447.07
EL. 444.00
E 879872.54
N 970437.57
EL. 444.00
E 879890.95
N 970439.10
EL. 444.00
E 879876.50
N 970475.36
EL. 444.00
E 879872.38
N 970475.02
1 REVISED PER AMENDMENT 0002 07/23/18
CD102.1
C G
F
C G
D
C G
C 1 C
G
F
C G
B
C G
F
C G
D
C G
B
FLOW
8'-0"
3'-8 5/8 "
FLOW
8'-0"
/8
4'-3 3/8 "
/8
/2
6"2'-9 3/16 "
1'-6 5/8 "
WATER SPIGOT
2 1/4" DIA. HOLE FOR
FLOW
B1
SCALE: N.T.S.
D1
SCALE: N.T.S.
STORM SEWER DETAILS (2 OF 2)
DRAIN LINE
PERFORATED PVC
SOCKLESS SLOTTED
4"X 4" PVC WYE
4" PVC LONG
CAP & PLUG
4" PVC THREADED
D4
SCALE: N.T.S.
B4
SCALE: N.T.S.
PVC DRAIN LINE
PERFORATED
SLOTTED
SOCKLESS
CAP & PLUG
4" PVC THREADED
4" PVC LONG
4"X 4" PVC WYE
4" PVC LONG 4" PVC LONG
PLANTER BOX
TOWARD TREE
DETAIL SECTION - DRAIN PIPE CLEAN OUT BEGINING DETAIL SECTION - DRAIN PIPE CLEAN OUT END
DETAIL SECTION - WATER STATION DRAIN & CLEAN OUT DETAIL PLAN - WATER STATION DRAIN & CLEAN OUT
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
C7
SCALE: N.T.S.
DETAIL SECTION - FLEXIBLE PIPE EXCAVATION & BEDDING
F1
SCALE: N.T.S. F4
SCALE: N.T.S.
DETAIL PROFILE - HEAD WALL RIPRAP PLACEMENT
SEWER
EXISTING 12" SANITARY
EL.433.00
APPROX. TOP OF PIPE
NEW HEAD WALL
NEW HEAD WALL
E7
SCALE: N.T.S.
DETAIL - BEEHIVE GRATE FOR DRAIN PIPE
OR APPROVED EQUAL
BEEHIVE CASTING
NEENAH R-4350
SECTION ISOMETRIC
8" DIA. PIPE
OR APPROVED EQUAL
BEEHIVE CASTING
NEENAH R-4350
PIPE
DRAIN
VERTICAL
6" DIA.
TRANSITION
6"-8"
6" DIA. PIPE
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
DETAIL SECTION FRONT - HEAD WALL RIPRAP PLACEMENT
MOUTH OF HEADWALL AND FLARE INTO SIDE BANKS
MAY BE THICKER IN ORDER TO WRAP AROUND
14" MINIMUM THICKNESS OF 140 POUND RIPRAP,
1 REVISED PER AMENDMENT 0002 07/23/18
CU502.1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
FLOW FLOW FLOW
UNDISTURBED EARTH
BD
SPECIFICATIONS
ENGINEERED FILL PER
INITIAL ENGINEERED FILL
O.D.
EXCAVATION GRADE
1V:1.5H
EXCAVATION GRADE
PVC PIPE
7'-1 5/8 "
8' - 2"
10 5/16 " 1' - 11" 2'-11 1/16 "
EL. 437
EL. 436
EL. 434.00
12'
4' - 9"2' - 1.5"7' - 9"2' - 1.5"6' - 4"
2. TRENCHES SHALL HAVE SLOPES OF 1V:1.5H.
BEDDING MATERIAL SHALL BE TYPE 2
MIDDLE THIRD OF TRENCH WIDTH SHALL BE LOOSELY COMPACTED.
2. BEDDING WIDTH SHALL BE EQUAL TO TRENCH WIDTH.
FOR PIPE LARGER THAN 6" BD = O.D. + 24"
FOR PIPE 6" AND LESS BD = 2' - 6"
1. TRENCH WIDTH SHALL BE:
NOTES:
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
AAM
ST. LOUIS, MISSOURI
RCM
B
MAINLINE PIPE
FINISH GRADE
CONCRETE PAD
HYDRANT
MAINLINE PIPE
CONCRETE PAD
PRESSURE REGULATOR
TREE GRATE
BUBBLER
ROOT WATERING SYSTEM
12-INCH SWING ASSEMBLY
CHECK VALVE
LATERAL PIPE
1/2-INCH MALE NPT INLET
PVC SCH 40 TEE OR EL
SCALE: N.T.S. SCALE: N.T.S.
BELOW GRADE TREE BUBBLER ASSEMBLY
MALE ADAPTER
1-INCH SCH 40 PVC
PVC PIPE
1-INCH TYPE CL 200
ON BOTTOM OF HYDRANT
FOR CONNECTION TO 3/4 FIPT
1-INCH PVC MALE ADAPTER
MURDOCK M-175VA SELF-CLOSING HYDRANT
FLOWER WATER STATION REFER TO SHEET L-801
CONFINES OF THE TREE PIT, INSTALL BUBBLERS WITH TOP EVEN WITH GROUND SURFACE.
1. POSITION TWO UNITS AT OPPOSITE CORNERS OF THE ROOT BALL WITH THE FITTINGS AND SWING JOINTS WITHIN THE
NOTES:
F1
FLOWER WATER STATION - FRONT VIEW
SCH 80 NIPPLE
1/2-INCH PVC
90-DEGREE ELBOW
1/2-INCH
FOR SANDY SOILS
OR SAND SOCK
OPTIONAL PEA GRAVEL
WEAVE CANISTER
4-INCH BASKET
F7
I.D. x 12" HIGH
WITH CAST IRON COVER SIZE: 12"
ROUND CONCRETE VALVE BOX
WASHED PEA GRAVEL
3-INCH MINIMUM DEPTH OF
POLYETHYLENE PIPE
6-INCH CORRUGATED
SERVICE TEE
DUCTILE IRON
ADAPTER
SCH 40 PVC 1-INCH MALE
(LENGTH AS REQUIRED)
1-INCH CL 200 PVC PIPE
MALE ADAPTER (1 OF 2)
SCH 40 PVC REDUCING
CURB STOP VALVE
1-INCH THREADED
REGULATOR, 40 PSI
PRESSURE
1-INCH PRESET
NOTE:
1. BRAND VALVE BOX COVER PER SPECIFICATIONS.
SCALE: N.T.S.
B1
FLOWER WATER STATION - PLAN VIEW
CURB STOP VALVE
1-INCH CL 200 PVC PIPE
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
IRRIGATION DETAILS - BUBBLERS
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
CONCRETE WALKWAY
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
1-INCH CL 200 PVC ELBOW
REVISED PER AMENDMENT 00021 07/23/18
LI503.1
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
REGULATIONS
FLORAL
Fresh cut flowers may be placed on graves at any time. Metal temporary flower containers are permitted.
Artificial flowers may be placed on graves only during the period of October 10th through April 15th.
after Easter Sunday and Memorial Day.
Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days
January 20th each year. Grave floral blankets may not exceed 2 by 3 feet in size.
Christmas wreaths or blankets are permitted on graves during the Christmas season beginning December 1st and will be removed
Floral items will be removed from graves as soon as they become withered faded or unsightly.
During the lawn mowing and ground maintenance season all floral items will be removed from graves when unsightly.
any time.
Statues, vigil lights, glass objects of any nature and any other type of commemorative items are not permitted on graves at
Floral items and other types of decorations will not be secured to headstones or markers.
cemeteries.
Permanent flower contatiners are not authorized for placement in new national cemeteries or in new sections of existing immediately after Memorial Day and are not permitted on graves at any other time.
All graves will be decorated by the National Cemetery prior to Memorial Day with small flags. These flags will be removed
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
LOCATION
COLUMBARIUM
FACE OF PAD AT
LOCATED AS SHOWN ON LAYOUT PLAN
FRONT MID-POINT OF PAD SHALL BE
STONE PIT;
SEE ELEVATION
BELOW
SURFACE TOOL MARKS.
BROOM FINISH; RUB OUT ALL
RADIUS @ EDGE, TYP; MED.
P.S.I. CONC. PAD W/ 1/4"
5" THICK REINFORCED 3500
COLUMBARIUM
WALKWAY
8' - 0"
SPECS.
SEE
SPIGOT,
WATER
RECEPTACLE
TRASH
SLATS, TYP.
PLASTIC LUMBER
3"X4" RECYCLED
FRAMES, TYP.
3/8" STEEL
EQ.EQ.
BACK OF BENCH
6' LENGTH BENCH
/2
/2
22 - 3/8"
WASHER
S.S. ACORN TOP NUT &
EXPANSION BOLT W/
LONG STAINLESS STEEL
PAD WITH 3/8" X 3-3/4"
ANCHOR TO CONCRETE
CENTERLINE EDGE OF TREE
BOX OPENING AND BENCH
SLATS, (NOMINAL)
PLASTIC LUMBER
(7) 3"X4" RECYCLED
SUPPORT
W/ HOOP LEG
3/8" STEEL FRAMES
RECEPTACLE
FLOWER VASE
IRRIGATION PLANS & SPECS.
CONCRETE; REFER TO
REDUCING VALVE) CAST INTO
VALVE & 40 PSI PRESSURE
VALVE BOX (HOUSING CURB STOP
1' - 5""2
1' - 10 1'6"6"1' - 5"1' - 5"
1' - 6"2' - 10"
-1 /2
1/4" TYP.
"2
1'-2
TEXT TO BE 3/16" HT.
1" HT., ALL OTHER
CASE, TITLE TO BE
UPPER & LOWER
TO BE HELVETICA,
FINISH; LETTERING
SAMPLES); MATTE
(SUBMIT COLOR
WHITE LETTERING
VICTOR STANLEY
CLEAR DECALS W/
COMPACTED SUBGRADE
SPECIFICATIONS.
PER MANUFACTURER'S
STEEL EXPANSION SHIELDS & BOLTS
ANCHOR RECEPTACLES W/ STAINLESS
FABRIC ON SIDES AND BOTTOM
STONE PIT WRAPPED IN FILTER
GRADE
FINISH
LAWN
TOPSOIL/
PERSPECTIVE
TRASH RECEPTACLE
PERSPECTIVE
FLOWER VASE RECEPTACLE
VASE RECEPTACLES
FOR TRASH AND FLOWER
SEE SPECIFICATIONS FOR
HIGH STRENGTH
PLASTIC LID
PLAN VIEW
DECAL ATTACHED - SEE LID
FLORAL REGULATIONS
SPECIAL HINGED LID W/
HANDLE
FOR ANCHOR BOLT
3/4" SQUARE HOLE
BOTTOM VIEW
LID PLAN VIEW
HANDLE
REGULATIONS
FLORAL
/8
SHEET
DETAIL F4 THIS
DECAL - SEE
FLORAL REG.
SHEET
SEE DETAIL B7 THIS
"DO NOT DRINK" SIGN,
Traash Trash
2'-4"
/4
Flower Vases Flower Vases
2'-4"
DO
DRINK
NOT
(CONNCECT TO STORM DRAIN SYSTEM)
PERF. 4" SOCKLESS UNDERDRAIN
PVMT.
CONC.
REINF.
1-1/2" HT. LETTERS
AROUND RECEPT.); TYPEFACE FOR DECALS TO BE OPTIMA BOLD, UPPER & LOWER CASE;
VASES" DECALS APPLIED (CLEAR DECAL W/ WHITE LETTERING, REPEAT TEXT 4 TIMES
CONTINUOUS 2-1/2" STEEL BAND AROUND RECEPTACLES, W/ "TRASH" OR "FLOWER
RECOMMENDATIONS
MANUFACTURERS
INSTALL PER
SPIGOT, SEE SPECS.;
ADA COMPLIANT WATER
DETAIL B7 THIS SHEET
"DO NOT DRINK" SIGN - SEE
DO
DRINK
NOT
SITE AMENITY DETAILS
B1
SCALE: N.T.S.
FLOWER WATERING STATION - PLAN VIEW
D1
SCALE: N.T.S.
F1
SCALE: N.T.S.
FLOWER WATERING STATION - SECTION/ELEVATION VIEW
TRASH & FLOWER VASE RECEPTACES - PERSPECTIVE VIEW
B4
SCALE: N.T.S.
D4
SCALE: N.T.S.
F4
SCALE: N.T.S.
FLORAL REGULATIONS DECALS LAYOUT
6' VICTOR STANLEY MODEL FR7 - END ELEVATION
6' VICTOR STANLEY MODEL FR7 - PLAN VIEW
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
B7
SCALE: N.T.S.
DO NOT DRINK SIGN
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
F7
SCALE: N.T.S.
STEEL TREE PROTECTION
/8
1'-9"
1'-1 13/16 "
1"
1 REVISED PER AMENDMENT 0002 07/23/18
LS501.1
Committal Service
Shelters No. 3-5
Shelter No. 2
Committal Service
Committal Service
Shelters No. 1-5
Chapel
Committal Service
Shelters No. 3-5
Shelter No. 2
Committal Service
Committal Service
Shelters No. 1-5
Chapel
COLUMBARIUM D
COLUMBARIUM e
COLUMBARIUM e
NATIONAL CEMETERY
JEFFERSON BARRACKS
SITE SIGNAGE DETAILS
D1
F1
B1
B4
D4
"4 111'-6
1'-0"
"4 110'-2
1"
"4 19'-4
5'-0"
"8
1"
#6 BT @ 12" EACH FACE
#6 @ 9" EACH FACE
#6 @ 12" EACH FACE
#6 BT @ 12" EACH FACE
#6 @ 12" T&B
#6 @ 12" T&B
"8 18 "2
"2
1/4" TYP.
8'-0"
" TYP.8
J
N T T
Y P
SEE CAP SETTING DETAIL 304 S.S DOWELS, TYP.
LIMESTONE CAP W/
TYP., ALL OVERHANGS
CONTINUOUS DRIP SLOT,
SCALE: 1" = 1'
SCALE: 1" = 1'
"4 35'-
1'-4" DRIP SLOT, TYP
SCALE: 3/4" = 1'
SCALE: 3/4" = 1'
COLUMBARIUM SIGN1
"8 18 "2
"2
4" THICK
'EW GOLD' STONE SIGN
1/4" TYP.
8'-0"
" TYP.8
J
N T T
Y P
SCALE: 3/4" = 1'
COLUMBARIUM D SIGN PHASE 1 CONSTRUCTION
COLUMBARIUM E SIGN SECTION (PHASE 2 CONSTRUCTION)
COLUMBARIUM E SIGN CAP (PHASE 2 CONSTRUCTION)
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
D7
SCALE: 1" = 1'
SITE DIRECTORY
4'-0"
5'-7"
3"
"2
SIGN BASE
4" THK CONC. PAD
PLAN
SIGN AT FRONT GATE.
MATCH FONT ON ENTRY
BROWN PANEL.
" TITLE TEXT WHITE ON 2
ARTWORK NOT INCLUDED IN THIS SET.
DRAWINGS FOR OWNER'S APPROVAL,
PURPOSES OF PREPARING SHOP
TO BE PROVIDED TO CONTRACTOR FOR
1 PIXEL/FT. AERIAL PHOTO ARTWORK
NOTE:
PLACEMENT ARROWS.
W/ VARYING 'YOU ARE HERE'
SCREEN PRINT AERIAL PHOTO
TEXT: WHITE
BACKGROUND: BROWN
COLOR
NORTH UP ON ALL PANELS.
ALUM. MAP SIGN PANEL
TROWEL-FINISH.
4,000 PSI
SIGN BASE
4" THK CONC. PAD
4,000 PSI TYP.
FOOTING
12"DIA. CONC.
BACKFILL (90%)
AGGREGATE
6" COMPACTED
SUBBASE
COMPACTED
TYP. FOOTING SECTION
ELEVATION/
F4
SCALE: 1" = 1'
3-0"2"
" TYP.2
4'-0"
T Y
P
T Y
P
SIGN TYPES B - DIRECTIONAL
D7
LS502
D7
LS502
D7
LS502
2" TYP. " TYP.4
EXISTING SIGNS
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
COLUMBARIUM E SIGN (PHASE 2 CONSTRUCTION - NOT THIS CONTRACT)
COLUMBARIUM E SIGN (PHASE 2 CONSTRUCTION - NOT THIS CONTRACT)
1 REVISED PER AMENDMENT 0002 07/23/18
NEW SIGNS WITH EXISTING INFORMATION & NEW INFORMATION
T
Y P
T
Y P
LOCATION
CURRENT
NEW SIGNS IN
SIGNS WITH
EXSITING
REPLACE
BLACK
STAIN: LITHOCHROME
1/2" ENGRAVED DEPTH
FONT: 'ENGRAVERS MT'
5" HT. ENGRAVE TEXT
SIGN 4" THICK
'EW GOLD' STONE
BLACK
STAIN: LITHOCHROME
1/2" ENGRAVED DEPTH
FONT: 'ENGRAVERS MT'
5" HT. ENGRAVE TEXT
LS502.1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
F R
O N
T O
F P
O S
L
C A
T
IO
N P
O
IN
C U
R
C K
F
POST FOOTING
X 5" THICK. BROOM FINISH
LENGTH = OUT-TO-OUT POSTS + 6" EACH END X 1'-3" WIDE
CONCRETE MOW STRIP FOR ALL TWO POST SIGN SIGNS,
Schedule
Shown on Details &
Text & Graphics As
T O R
O
D
W H
E N P
A R
A L L E
L
F R
O N
T O
F P
O S
T
L O
C A
T
IO
N P
O
COLOR TO MATCH PMS#469.
" SHORTER THAN SIGN PANEL HT.; 4
1LENGTHS TO BE
" THICK POWDER COATED ALUM. CHANNEL, 8
1" X2
1" X 14
OTHERWISE.
" HT. MIN. UNLESS NOTED 2
1INITIAL CAP & LOWER CASE, 2
EQUAL TO PMS#454; TYPEFACE TO BE HELVETICA MEDIUM,
(UNLESS SHOWN OTHERWISE) TO BE REFLECTIVE WHITE
COLOR TO MATCH PMS#469; COPY & GRAPHICS COLOR
1/8 " THICK POWDER COATED ALUMINUM SIGN PANELS,
PMS#469.
ALUMINUM TAMPERPROOF SCREWS. COLOR TO MATCH
THICK; PROVIDE TOP CAP SECURED W/ POWDER COATED
" 8
1" SQ. X4
3TUBULAR POWDER COATED ALUMINUM POST, 1
TYPE B8
TYPE B21
TYPE B9
TYPE B21.1
Columbaria D & E Columbaria D & E
SS505
F7
SS502
C8
LS502
B4
SS502
B1
SS505
F7
SS502
C8
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
5 10 15 20 25 30 35 401
5 10 15 20 25 30 35 40 45 501
5 10 15 20 25 30 35 40 451
1 5 10 15 20 25 30 35 40 45 50 55
5 10 15 20 25 30 35 40 45 50 551 60
D
1 2
1 5 40
DLKJLL
"8
71'-10" (INCLUDES (2) 3/8" JOINTS AT ENDS)4
145'-2"8 71'-10
"8
71'-10" (INCLUDES (2) 3/8" JOINTS AT ENDS)4
150'-2"8 71'-10
"8
71'-10" (INCLUDES (2) 3/8" JOINTS AT ENDS)4
155'-2"8 71'-10
"8
71'-10" (INCLUDES (2) 3/8" JOINTS AT ENDS)4
160'-2"8 71'-10
J
N T
J
N T
J
N T
J
N T
J
N T
FOR FINAL GRADING ELEVATIONS, SEE DRAWING CG101 TO CG 106.1.
GENERAL SHEET NOTES
0 4' 8'2'
0 4' 8'2'
0 4' 8'2'
0 4' 8'2'
0 4' 8'2'
"8
71'-10" (INCLUDES (2) 3/8" JOINTS AT ENDS)4
140'-2"8 71'-10
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
TOF VARIES
SHELF VARIES
FG (SEE NOTE 1)
BOF VARIES
(60 NICHE COLUMNS, TYP.)
(40 NICHE COLUMNS, TYP.)
(45 NICHE COLUMNS, TYP.)
(50 NICHE COLUMNS, TYP.)
TOF VARIES
SHELF VARIES
FG (SEE NOTE 1)
BOF VARIES
TOF VARIES
SHELF VARIES
FG (SEE NOTE 1)
BOF VARIES
(55 NICHE COLUMNS, TYP.)
C1
COLUMBARIUM 'D' (DOUBLE SIDED) - WALLS 5/6 & 7/8
" = 1'-0"4
1SCALE
B1
COLUMBARIUM 'D' (DOUBLE SIDED) - WALLS 1/2 & 3/4
" = 1'-0"4
1SCALE
E1
COLUMBARIUM 'D' (DOUBLE SIDED) - WALLS 9/10 & 11/12
" = 1'-0"4
1SCALE
F1
COLUMBARIUM 'D' (DOUBLE SIDED) - WALLS 13/14 & 15/16
" = 1'-0"4
1SCALE
B7
COLUMBARIUM 'D' (DOUBLE SIDED) - WALLS 17/18 & 19/20
" = 1'-0"4
1SCALE
WALL 3/4: 445.99
WALL 1/2: 445.86
WALL 3/4: 448.99
WALL 1/2: 448.86
WALL 3/4: 449.32
WALL 1/2: 449.19
WALL 7/8: 446.31
WALL 5/6: 446.08
WALL 7/8: 449.31
WALL 5/6: 449.08
WALL 7/8: 449.64
WALL 5/6: 449.41
WALL 11/12: 446.64
WALL 9/10: 446.41
WALL 11/12: 449.64
WALL 9/10: 449.41
WALL 11/12: 449.97
WALL 9/10: 449.74
WALL 15/16: 446.87
WALL 13/14: 446.63
WALL 15/16: 449.87
WALL 13/14: 449.63
WALL 15/16: 450.20
WALL 13/14: 449.96
WALL 19/20: 447.30
WALL 17/18: 447.03
WALL 19/20: 450.30
WALL 17/18: 450.03
WALL 19/20: 450.63
WALL 17/18: 450.36
D7
F7
TYPICAL COLUMBARIUM ELEVATIOIN - PIER END
SCALE: 3/4" = 1"
TYPICAL COLUMBARIUM ELEVATIONS - NICHE FACE
SCALE: 3/4" = 1' 2'0 1' 4'
2'0 1' 4'
LC
BRACKET, TYP.
MOUNTING
NICHE COVERS (TYP.)
WITH GAP BETWEEN
CENTER CAP JOINTS
EXPOSED JOINTS
BACKER ROD & SEALANT AT ALL
BETWEEN CAP (TYP.); PROVIDE
3/8" CONCAVE OR FLAT JOINT
OF CAPS TO ALIGH W/ ADJOINTING CAP ± 1/16"
'EW GOLD' STONE COLUMBARIUM CAP; BOTTOM
'EW GOLD' STONE BASE W/1" CHAMFER
AND SEALANT AT ALL EXPOSED JOINTS
NICHE UNITS; PROVIDE BACKER ROD, WEEPS,
BASE (TYP.), ALIGN JOINTS BETWEEN
3/8" JOINT BETWEEN CUT LIMESTONE
WILL DEMO AND REMOVE TEMPORARY COLUMBAIUM WALL FROM SITE.
AND COR HAS APPROVED PERMANENT WALLS. THEN CONTRACTOR
UNTIL CONSTRUCTION OF COLUMBAIUM WALLS IS COMPLETE
OBTAINED. THE APPROVED MOCK UP SHALL REMAIN IN PLACE
AT NO ADDITIONAL COST TO GOVERNMENT UNTIL APPROVAL IS
CONTRACTOR SHALL PROVIDE ADDITIONAL MOCK UPS
IF FIRST MOCK UP IS REJECTED BY COR FOR ANY REASON,
PRIOR TO CONSTRUCTION OF PERMANENT COLUMBARIUM WALLS.
AND CONTRACTOR SHALL RECEIVE APPROVAL FROM COR
DAYS PRIOR TO ACTUAL COLUMBARIUM WALL CONSTRUCTION
THE MOCK UP SHALL BE CONSTRUCTED A MIN. OF 45
NOT BE PART OF THE PERMANENT CONSTRUCTION.
OF THE PROPOSED COLUMBARIUM WALLS AND SHALL
MOCK UP SHALL BE CONSTRUCTED IN AN AREA OUTSIDE
5.MATERIALS
4.JOINTS
3.CONCRETE
2.BASE
1.CAP
DEMONSTRATE CONSTRUCTION OF;
AND PRECAST CONCRETE NICHE UNIT. MOCK UP SHALL
PIER WITH 3 LF OF CONCRETE RETAINING WALL W/ STONE VENEER
SPECIFICATIONS. COLUMBARIUM MOCK UP SHALL BE A MIN. OF END
WALL TO DEMOSTRATE CONFORMANCE TO PLANS AND
CONTRACTOR TO PROVIDE COMPLETE MOCK UP OF COLUMBAIUM
NOTE:
WITH WALL FACE, TYP.
CUT-STONE PANEL FLUSH
ENGRAVED NUMBER ON
'EW GOLD' STONE BASE W/1" CHAMFER
OF NICHECL
CLOF NICHE
& APPROVED, TYP.
ASHLAR PATTERN AS SPECIFIED
RECESSED MORTAR JOINTS,
STONE VENEER "DRY-STACK"
SMOOTH SNAPPED 'DOVE GRAY'
AROUND NICHE UNITS (EXCEPT BOTTOM)
BACKER ROD & SEALANT ALL
& INSTALLED ROSETTE (TYP.)
CONTRACTOR PROVIDED
TO THAT SHOWN (TYP.)
WALL ON SURFACE PERPENDICULAR
'A-E' TOP TO BOTTOM AT EACH END
2" DIA. ROUND LETTERED PLAQUES,
11 1/4" WIDTH X 1'-3 3/4" HT. X 3/4" THICK
DETAILS; ASSUME COVERS ARE MARBLE,
SHALL INSTALL COVERS AS SHOWN ON
ANCHORING DEVICES; CONTRACTOR
TO ACCEPT CONTRACTOR PROVIDED
NICHE COVERS W/ 3/8" PRE-DRILLED HOLES
GOVERNMENT PROVIDED MARBLE
TYP.
3/8" JNT.
JNT.
1/2"
J N
T
/2
BOF VARIES
FG (SEE NOTE 1)
SHELF VARIES
TOF VARIES
BOF VARIES
FG (SEE NOTE 1)
SHELF VARIES
TOF VARIES
OF NICHECL 1
TYP.
EQ.EQ.
TYP.
EQ.EQ.
1'-0"
CL
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
TYPICAL ELEVATIONS
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
STAIN: LITHOCHROME BLACK
FONT: 'ENGRAVERS MT'
NUMBER ON NICHE COVER
NUMBERED WALL, CENTER COLUMN
5TH); FROM LEFT TO RIGHT W/IN
NICHE COLUMN & THEN EVERY
NUMBER ON CAP FACE, (FIRST
1-1/2" HT. ENGRAVED INDIVIDUAL
1 REVISED PER AMENDMENT 0002 07/23/18 SS201.1
'DOVE GRAY' STONE VENEER
SMOOTH SNAPPED
COLUMBARIUM CAP
'EW GOLD' STONE
6'-0"
SS501
D1
SS501
D5
SS501
D5
SS501
D1
SS501
D5
SS501
D1
SS501
D5
SS501
D1
SS501
D5
SS501
D1
SS502
F5
SS504
F1
SS502
D5
SS501
D9
SS502
A5
SS501
F1,F9
SS502
B1,D1,F1
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
A of Veterans Affairs
U.S. Department
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
852-CM3-038NCA:
CONTRACT NO: W912P9-17-C-00XX
SOLICITATION NO: W912P9-18-R-0031
3"1"
SMOOTH SNAPPED 'DOVE GRAY' STONE VENEER
'EW GOLD' STONE SIGN PANEL
ANCHOR SLOT AND SIGN PANEL
STONE ANCHOR FASTENER SECURED INTO DOVETAIL
DOVETAIL ANCHOR SLOT EMBEDED 1"
REINFORCED CONCRETE STEM WALL
AIR CAVITY
1/4" RECESS
3/8" BORDER
SS502
SS502
SS502
FROM EDGE OF PRECAST CONC.
SUPPORTING STONE CAPS; TRIM 1/4"
ENTIRE CONCRETE SUBSTRATE
ADHESIVE RUBBER MEMBRANE OVER
PRECAST COLUMBARIUM UNIT
F1 D1
F1
FACE OF COLUMBARIUM NICHE COVER
DEPTH SHALL BE 1/2 JOINT WIDTH MAX.
AT ALL EXPOSED JOINTS. SEALANT
BACKER ROD & SEALANT; CONTINUOUS
CAP
PLASTIC SHIMS; 4 LOCATIONS EACH
ADJACENT CAPS SHALL MATCH,
ALL CAPS. (UNDERSIDE ELEV. OF
ELEV. SHALL BE MAINTAINED ALONG
LOWER OUTSIDE CORNER ARIS LINE
FROM EDGE OF PRECAST CONC.
SUPPORTING STONE CAPS; TRIM 1/4"
ENTIRE CONCRETE SUBSTRATE
ADHESIVE RUBBER MEMBRANE OVER
TYP.
NON-METALLIC/NON-SHRINK GROUT,
BEEN SET); SECURE PIN W/
S.S. PIN (4) PER CAP (AFTER CAPS HAVE
FIELD DRILLED HOLE TO ACCEPT 3/8"X4" PRECAST CLUMBARIUM NICHES
TYPICAL CONDITION AT
CAP
PLASTIC SHIMS; 4 LOCATIONS EACH
TYP.
AT ALL EXPOSED JOINTS. SEALANT DEPTH
BACKER ROD & SEALANT; CONTINUOUS
STRUCTURAL REINF., TYP.
COORDINATE LOCATION W/
NON-SHRINK GROUT,
SECURE PIN W/ NON-METALLIC/
3/8"X4" S.S. PIN (4) PER CAP;
AND MEMORIAL WALLS
TYPICAL CONDITION AT PIERS
"16
"4
HANGERS, TYP.
STONE VENEER W/ MASONRY
SMOOTH SNAPPED 'DOVE GRAY'
MORTAR
SS502
3/8"
PRECAST COLUMBARIUM WEB
CUT STONE CAP
WEEP VENT
SS502
B1
F1
EXPOSED JOINTS, TYP.
BACKER ROD AND SEALANT AT ALL
PRECAST COLUMBARIUM WEB.
SHIMS TO OCCUR OVER FULL, UNJOINTED
PLASTIC SHIMS; 4 LOCATIONS EACH CAP; ALL
SUPPORTING CAPS
CONCRETE SUBSTRATE
MEMBRANE OVER ENTIRE
ADHESIVE RUBBER
BACKER ROD; CONTINUOUS AT ALL EXPOSED JOINTS.
CUT STONE CAP
3/8"'
BACKER ROD AT CAP OVERHANG
PRIMER IMMEDIATELY PRIOR TO APPLYING SEALANT (AS RECOMMENDED BY
SEALANT; ALL JOINTS SHALL BE CLEANED WITH AN APPROVED JOINT
APPLICATION OF SEALANT (AS RECOMMENDED BY MANUFACTURER)
FINISH BY SCREEDING OFF LEVEL. REMOVE TAPE IMMEDIATELY UPON
IMPROVE BONDING. CLEAN JOINT SURFACE WITH MFG. APPROVED PRIMER.
JOINT. TAPE TO BE 1/16" BACK FROM EDGE TO MAKE STRAIGHT JOINT AND
INSTALL TEMPORARY PAINTERS TAPE ALONG CAPS ON BOTH SIDES OF
BLACK
STAIN: LITHOCHROME
FONT: 'ENGRAVERS MT'
1/2" DEPTH MIN.
5" HT. NUMBERS
PLAQUE
'EW GOLD' STONE
" TYP.
0 " TYP.
VENEER
'DOVE GRAY' STONE
JNT.,TYP.
PLAQUE
'EW GOLD' STONE
A
C8/SS502
FASTENED SIMILAR TO DETAIL
SHALL BE MECHANICALLY
ALL WALL NUMBER PLAQUES
1'
1' ON COLUMBARIUM
O N C
O L
U M
B A
R
IU
M
ELEVATION A SECTION A
AT
Y
P
D
IA
1/2"'
A'
A'
AROUND, TYP.
1/4" BORDER ALL
FACE OF PIER WALL
REPRESENTATIVE;
OWNER'S
APPROVAL BY
SAMPLE(S) FOR
DRAWINGS &
PROVIDE SHOP
SHOWN;
ANCHORED AS
PLAQUE;
CAST METAL
TOLERANCE)'
(1/16" MIN.
1/8"
TOLERANCE
1/8" MIN.
M
90°
TALL TIMES ROMAN FONT, TYP.
CENTER TEXT W/IN PLAQUE, 1"
TYP. POLISHED FINISH,
RAISED LETTER,
TYP. BACKGROUND,
BRONZE PEBBLED
STUD
1/4" DEEPER THAN MOUNTING
BE 1/4" MIN. LARGER DIAM. &
MOUNTING STUD; HOLE TO
TEMPLATE TO ACCEPT
PROVIDED, R.E. APPROVED
ON MANUFACTURER
FIELD DRILLED HOLE BASED
CEMENTITIOUS GROUT)
MASTIC (EPOXY MODIFIED
(1) PER CASTING, TYP.
THREADED MOUNTING STUD
SECTION A'-A'
ELEVATION
TYP.
DRILLED HOLE,
OF FIELD
OF JOINTS TO
DISTANCE FROM
PROVIDE 3" MIN.
LIMESTONE TO
STACKING OF
COORDINATE
LC
LC
ADDITIONAL INFORMATION
RAIN SCREEN; SEE SPECS FOR
SEE SPECS
SLOPE TO RAINSCREEN;
OF BASE; POSITIVE
MORTAR; 1/3 UP BACK
'EW GOLD' STONE BASE
V A
R
IE
S
"8
GRADE
WEEP; MAX HT 1/2" ABOVE FINISH
E
D
3"
M
IN
T Y
P
SEE DETAIL D5/SS502
FACE, TYP.
(2" DIA.) ON STONE WALL
CAST METAL LETTER PLAQUE
UNIT
PRECAST CONC. COLUMBARIUM
NICHE COVER
AND INSTALLED MARBLE
CONTRACTOR PROVIDED
GRAY' STONE VENEER, TYP.
SMOOTH SNAPPED 'DOVE
TYP.
'EW GOLD' STONE BASE,
VARIATION ALONG ITS FACE.
NOT HAVE MORE THAN 1/4"
3. SELECTED STONES SHALL
NEAREST MORTAR JOINT.
CLOSER THAN 1/4" TO THE
2. PLAQUE EDGE SHALL NOT BE
OF THE PLAQUE.
TO FULLY ENCOMPASS THE SIZE
CENTERLINE OF A NICHE ROW
ALIGNMENT WITH EACH
STONES SHALL BE SET IN
STONE COURSES. SELECT
CONSIDERED WHEN LAYING UP
1. PLAQUE PLACEMENT SHALL BE
IMPORTANT MASONRY NOTES:
OF NICHECL
DLKJLL
F1
STONE CAP JOINT TREATMENT
SCALE 1" = 1'-0"
D1
CAP SETTING DETAIL - FRONT ELEVATION
SCALE 1" = 1'-0" D5
ROW TEXT PLAQUES
SCALE 1" = 1'-0"
B1
CAP SETTING DETAIL - SECTION
SCALE 1" = 1'-0" B5
RECESSED MORTAR JOINT
SCALE: NTS
A5
ELEVATION OF STONE BASE BUTT JOINTS
SCALE: NTS
C8
STONE SIGN FASTENER DETAIL
SCALE: NTS
F5
WALL NUMBER PANEL
SCALE: NTS0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
0 1' 2'6" D8
COLUMBARIUM PLAQUE PLACEMENT
SCALE: NTS
U.S. ARMY CORPS OF ENGINEERS
ST. PAUL, MINNESOTA
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
ST. LOUIS DISTRICT
ST. LOUIS, MISSOURI
COLUMBARIUM DETAILS
PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION
NATIONAL CEMETERY
JEFFERSON BARRACKS
PHASE 1: COLUMBARIUM D
MAY 2018
07/23/18
SS502.1
REVISED PER AMENDMENT NO. 0002
| VA-JB-01_G-001.1 |
| VA-JB-04_CD101.1 |
| VA-JB-01_CD102.1 |
| VA-JB-01_CU-502.1 |
| VA-JB-01_CU502 |
| VA-JB-01_LI503.1 |
| VA-JB-01_LS501.1 |
| VA-JB-01_LS502.1 |
| VA-JB-01_SS201.1 |
| VA-JB-01_SS501.1 |
File details come from the government source that posted it.