839CM3028_3030 Bid Dwg Culpeper Bk04.pdf
PDF 14 MB Posted
- Solicitation number
- 36C78620B0028
About this file
This federal contract opportunity involves renovations and improvements to the Culpeper National Cemetery in Culpeper, Virginia. The solicitation number is 36C78620B0028 and seeks a contractor to perform columbarium construction, facility renovations, repairs, and installation of pre-placed crypts at the cemetery under project numbers 839CM3028 and 839CM3030. The work is subject to availability of fiscal year 2020 funds and is being issued by the Department of Veterans Affairs National Cemetery Administration. The scope of work includes columbarium construction, various facility renovations and improvements, and repairs. Bids are due by a specified date, with award expected at a later date contingent on funding.
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INVERT = 429.45
INVERT =427.85
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INLET MH RIM=422.54
15" RCP W.=414.34
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Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 20'
0 40
STORM DRAINAGE & UTILITY
PLAN - AREA E
CU-103
KEY PLAN
NOT TO SCALE
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
AREA E
PROPERTY BOUNDARY
BUILDING
PAVEMENT
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
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GAS SERVICE
CURB
LEGEND
EXISTING PROPOSED
SIDEWALK / CONCRETE
WALL
GRAVE STONES
LIMIT OF DISTURBANCE
STORMWATER FLOW ARROW
FENCE
NOTES
1. PROTECTION OF EXISTING PRE-PLACED CRYPTS:
a. MARK BOUNDARY OF PRE-PLACED CRYPT FIELD WITH TREE
PROTECTION FENCE. PROVIDE SIGNAGE AT 50 FT INTERVALS INDICATING "CRYPT
FIELD - 12,000-LB AXLE LOAD MAXIMUM WITHIN 30 FEET OF FENCE".
b. USE OF HEAVY EQUIPMENT IS RESTRICTED NEAR PRE-PLACED CRYPT
SECTIONS. NO VEHICLES OVER 6,000 LB WHEEL LOAD, 12,000 LBS AXLE LOAD, OR
EQUIVALENT PRESSURE PER SQUARE INCH TO OPERATE WITHIN 30 FEET OF CRYPT
FIELD BOUNDARY. USE EXTREME CAUTION DURING CONSTRUCTION ACTIVITIES.
c. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS
OR ANY OTHER MATERIAL 4 FEET HIGH (ABOVE CRYPT FIELD FINISH GRADE)
WITHIN 30 FEET OF INSTALLED CRYPTS.
d. AFFECTED CRYPTS SUBJECT TO SAID LOADING CONDITION AS
DETERMINED BY THE CO/COR SHALL BE INSPECTED FOR POSSIBLE DAMAGES WITH
ALL EXCAVATION, LID LIFTING, FILL REPLACEMENT AND ALL OTHER WORK AS
NECESSARY, AT CONTRACTOR'S EXPENSE.
e. PROTECT NEW CRYPT FIELD IN SIMILAR FASHION AFTER COMPLETION.
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
BRICK
SSCO=454.35
BOT = 447.10
SECTION 7 MARKER
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BOT=448.09
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INV=425.41
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INV=422.38
BENCHMARK
IRON ROD W/PLASTIC CAP
N: 6853621.4475
E: 11628743.8262
ELEV: 457.0141
SECTION 4 EXISTING
PRE-PLACED LAWN
CRYPT FIELD
MAINTENANCE AREA ENLARGEMENT
- AREA H
COLUMBARIUM AREA ENLARGEMENT
- AREA G
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1 432 4
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FOR STORM PIPE PROFILES
SEE SHEET CU-109
CO-2
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CO-5
CO-6
CO-7
CO-8
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CO-10
CO-12
CO-13
CO-14
CO-15
CO-16
CO-17
CO-18
CO-11
CO-19
CO-20
CO-21
CO-22
CO-23
CO-24
CO-25
CO-26
EX-CO-1
NEW 8" HDPE STORM PIPE
(SEE SHEET CU-109 DETAIL 1)
(TYP.)
NEW 6" PERFORATED HDPE STORM PIPE
(SEE SHEET CU-109 DETAIL 3)
(TYP.)
TOP: 436.33
INV: 427.29
TOP: 439.67
INV: 430.66
TOP: 443.00
INV: 434.08
TOP: 446.34
INV: 437.34
TOP: 449.67
INV: 440.61 TOP: 454.89
INV: 445.62
TOP: 456.96
INV: 448.14
TOP: 456.65
INV: 447.53
TOP: 454.27
INV: 445.01
TOP: 451.86
INV: 442.55
TOP: 449.45
INV: 439.92
TOP: 446.12
INV: 436.61
TOP: 442.75
INV: 433.43
TOP: 439.43
INV: 430.25
TOP: 436.08
INV: 427.12
TOP: 435.98
INV: 427.05
TOP: 452.16
INV: 443.16
REMOVE EXISTING
CLEANOUT, TIE INTO
EXISTING UNDERDRAIN
PIPE (WHICH TIES INTO
EXISTING SEWER
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NEW SUB SURFACE CRYPT DRAIN
(SEE SHEET CU-109 DETAIL 4)
(TYP.)
NEW 8" HDPE STORM PIPE
(SEE SHEET CU-109 DETAIL 2)
(TYP.)
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(SEE SHEET CU-109 DETAIL 5)
(TYP.)
STORM PIPE FLOW
(TYP.)
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407.38
406.31
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A
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P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 20'
0 40
STORM DRAINAGE & UTILITY
PLAN - AREA F
CU-104
KEY PLAN
NOT TO SCALE
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
AREA F
PROPERTY BOUNDARY
BUILDING
PAVEMENT
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
LEGEND
EXISTING PROPOSED
SIDEWALK / CONCRETE
WALL
GRAVE STONES
LIMIT OF DISTURBANCE
STORMWATER FLOW ARROW
FENCE
NOTES
1. PROTECTION OF EXISTING PRE-PLACED CRYPTS:
a. MARK BOUNDARY OF PRE-PLACED CRYPT FIELD WITH TREE
PROTECTION FENCE. PROVIDE SIGNAGE AT 50 FT INTERVALS INDICATING "CRYPT
FIELD - 12,000-LB AXLE LOAD MAXIMUM WITHIN 30 FEET OF FENCE".
b. USE OF HEAVY EQUIPMENT IS RESTRICTED NEAR PRE-PLACED CRYPT
SECTIONS. NO VEHICLES OVER 6,000 LB WHEEL LOAD, 12,000 LBS AXLE LOAD, OR
EQUIVALENT PRESSURE PER SQUARE INCH TO OPERATE WITHIN 30 FEET OF CRYPT
FIELD BOUNDARY. USE EXTREME CAUTION DURING CONSTRUCTION ACTIVITIES.
c. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS
OR ANY OTHER MATERIAL 4 FEET HIGH (ABOVE CRYPT FIELD FINISH GRADE)
WITHIN 30 FEET OF INSTALLED CRYPTS.
d. AFFECTED CRYPTS SUBJECT TO SAID LOADING CONDITION AS
DETERMINED BY THE CO/COR SHALL BE INSPECTED FOR POSSIBLE DAMAGES WITH
ALL EXCAVATION, LID LIFTING, FILL REPLACEMENT AND ALL OTHER WORK AS
NECESSARY, AT CONTRACTOR'S EXPENSE.
e. PROTECT NEW CRYPT FIELD IN SIMILAR FASHION AFTER COMPLETION.
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
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CO-20
CO-21
CO-22
CO-23
CO-24
CO-25
CO-26
INVERT OF 4" SOLID HDPE PIPE 456.49
STORM PIPE FLOW
(TYP.)
INVERT OF 4" SOLID HDPE PIPE
456.47
INVERT OF 4" SOLID HDPE PIPE 456.42
INVERT OF 4" SOLID HDPE PIPE 456.08
INVERT OF 4" SOLID HDPE PIPE 456.03
INVERT OF 4" SOLID HDPE
OUTFALL 455.97. TRIM PIPE TO
BE FLUSH WITH SIDE OF SWALE,
PROVIDE CONCRETE COLLAR
(FLUSH WITH SIDE OF SWALE)
4" DIAMETER SINGLE WALL
SLOTTED HDPE PIPE WITH
FILTERSOCK (WITHIN STONE AREA).
(SEE COLBARIUM WALL SECTION
SHEET LS-712 DETAIL 2)
TRANSITION FROM 4" SLOTTED
HDPE PIPE TO 4" HDPE SINGLE
WALL SOLID PIPE
(TYP.)
NEW 4" SOLID HDPE SINGLE WALL
PIPE (SEE SHEET CU-503 DETAIL 5)
(TYP)
TRANSITION FROM 4" SLOTTED
HDPE PIPE TO 4" HDPE SINGLE
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(TYP.)
VA FORM 08 - 6231
A
F i l e
P a t h
P
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 10'
0 20
STORM DRAINAGE & UTILITY
PLAN - AREA G
CU-105
KEY PLAN
NOT TO SCALE
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
AREA G
PROPERTY BOUNDARY
BUILDING
PAVEMENT
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
LEGEND
EXISTING PROPOSED
SIDEWALK / CONCRETE
WALL
GRAVE STONES
LIMIT OF DISTURBANCE
STORMWATER FLOW ARROW
FENCE
NOTES
1. PROTECTION OF EXISTING PRE-PLACED CRYPTS:
a. MARK BOUNDARY OF PRE-PLACED CRYPT FIELD WITH TREE
PROTECTION FENCE. PROVIDE SIGNAGE AT 50 FT INTERVALS INDICATING "CRYPT
FIELD - 12,000-LB AXLE LOAD MAXIMUM WITHIN 30 FEET OF FENCE".
b. USE OF HEAVY EQUIPMENT IS RESTRICTED NEAR PRE-PLACED CRYPT
SECTIONS. NO VEHICLES OVER 6,000 LB WHEEL LOAD, 12,000 LBS AXLE LOAD, OR
EQUIVALENT PRESSURE PER SQUARE INCH TO OPERATE WITHIN 30 FEET OF CRYPT
FIELD BOUNDARY. USE EXTREME CAUTION DURING CONSTRUCTION ACTIVITIES.
c. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS
OR ANY OTHER MATERIAL 4 FEET HIGH (ABOVE CRYPT FIELD FINISH GRADE)
WITHIN 30 FEET OF INSTALLED CRYPTS.
d. AFFECTED CRYPTS SUBJECT TO SAID LOADING CONDITION AS
DETERMINED BY THE CO/COR SHALL BE INSPECTED FOR POSSIBLE DAMAGES WITH
ALL EXCAVATION, LID LIFTING, FILL REPLACEMENT AND ALL OTHER WORK AS
NECESSARY, AT CONTRACTOR'S EXPENSE.
e. PROTECT NEW CRYPT FIELD IN SIMILAR FASHION AFTER COMPLETION.
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
W
V
T
V
T
V
W
O
H
E
O
H
E
O
H
E
424.76
423.89
408.14
407.38
406.31
405.55
404.94
411.31
410.80
409.63
408.87
417.48
416.67
415.94
392.17
391.60
394.96
394.22
CO
C
O
CO
FH
C
O
CO
E
J
B
C
O
M
M
V
E
P
W
E
R
L
I
S
E
M
E
N
T
' U
T
IL
IT
Y
E
A
S
E
M
E
N
T
B
K
P
G
BRICK
SSCO=454.35
BOT = 447.10
C
O
OIL TANK
STORAGE
CONTAINER
BRICK
WALLS
(TYP.)
WALL
4" OUTFALL
SECTION 9 MARKER
DRAINAGE GRATE
TOP=448.84
BOT=448.09
S
S
S
S
S
S
S
S
S
S
FUEL TANK ON
CONC. PAD
A/C UNIT
EJB
C
O
M
M
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
W
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W
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W
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W
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W
W
W
W
W
W
E
E E
E
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E
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E
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E
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E
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E E
E
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E
E
E
E
E
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E
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E
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E
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E
E
E
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E
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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
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E
E
E
E
E
E
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
E
W
W
G
R
A
V
E
L
P
A
R
K
I
N
G
S H
E D
E X
S
Y
I C
K
M
A I N
T E
N A
N C
E
B
L D
G
F F
M
ACADAM
M A
C A
D A
M
NEW CLEANOUT
(TYP.)
NEW SAND / MUD INTERCEPTOR
(SEE SHEET CU-503, DETAIL 2)
NEW 1-14" SDR-21
FORCEMAIN PIPE
(MINIMUM 3' COVER)
SOLVENT WELD ALL
CONNECTIONS
NEW DOGHOUSE MANHOLE.
INVERT TO BE FIELD
VERIFIED. (SEE DETAIL
SHEET CU-502 DETAIL 4).
NEW GRINDER PUMP
(SEE SHEET CU-503, DETAIL 1)
NEW 6" HDPE (MIN 0.5% SLOPE
(SEE SHEET CU-503, DETAIL 3)
NEW 1-14" & 6" REDUCER
(PRESSURE RATED FITTING)
(SEE SHEET CU-503, DETAIL 3)
NEW 4" DUCTILE
IRON PIPE (MIN
0.05% SLOPE)
FOR STORM PIPE PROFILES
SEE SHEET CU-108
NEW 1-14" SDR-21 FORCEMAIN PIPE
(MINIMUM 3' COVER, SOLVENT
WELD ALL PIPE JOINTS)
TIE INTO EXISTING PIPE
x x x x
CATCH BASINS 23-24 USE
30"x35" BOX SIZE.
(INSIDE MEASUREMENT)
%2
%6.6
%6.7
%1.7
CB-23
CB-24
F-1
FES-1
LS
NEW CATCH BASIN
(SEE SHEET CU-501,
DETAIL 5, GRATE B)
NEW 12" RCP STORM PIPE
(SEE SHEET CU-503, DETAIL 5)
(TYP.)
NEW BAYFILTER
(SEE SHEET CU-503, DETAIL 9)
NEW LEVEL
SPREADER
STORM PIPE FLOW
(TYP.)
NEW CATCH BASIN
(SEE SHEET CU-501,
DETAIL 5, GRATE B)
SEE VEHICLE STORAGE
BUILDING PLAN AE-101-VS FOR
CONNECTION OF PERIMETER
DOWNSPOUT DRAINS TO
STORM DRAIN STRUCTURE.
CONNECT DOWNSPOUT
DRAINS UPSTREAM FROM
PROPOSED FILTER 1
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
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A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
STORM DRAINAGE & UTILITY
PLAN - AREA H
CU-106
KEY PLAN
NOT TO SCALE
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 10'
0 20
AREA H
PROPERTY BOUNDARY
BUILDING
PAVEMENT
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
LEGEND
EXISTING PROPOSED
SIDEWALK / CONCRETE
WALL
GRAVE STONES
LIMIT OF DISTURBANCE
STORMWATER FLOW ARROW
FENCE
NOTES
1. PROTECTION OF EXISTING PRE-PLACED CRYPTS:
a. MARK BOUNDARY OF PRE-PLACED CRYPT FIELD WITH TREE
PROTECTION FENCE. PROVIDE SIGNAGE AT 50 FT INTERVALS INDICATING "CRYPT
FIELD - 12,000-LB AXLE LOAD MAXIMUM WITHIN 30 FEET OF FENCE".
b. USE OF HEAVY EQUIPMENT IS RESTRICTED NEAR PRE-PLACED CRYPT
SECTIONS. NO VEHICLES OVER 6,000 LB WHEEL LOAD, 12,000 LBS AXLE LOAD, OR
EQUIVALENT PRESSURE PER SQUARE INCH TO OPERATE WITHIN 30 FEET OF CRYPT
FIELD BOUNDARY. USE EXTREME CAUTION DURING CONSTRUCTION ACTIVITIES.
c. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS
OR ANY OTHER MATERIAL 4 FEET HIGH (ABOVE CRYPT FIELD FINISH GRADE)
WITHIN 30 FEET OF INSTALLED CRYPTS.
d. AFFECTED CRYPTS SUBJECT TO SAID LOADING CONDITION AS
DETERMINED BY THE CO/COR SHALL BE INSPECTED FOR POSSIBLE DAMAGES WITH
ALL EXCAVATION, LID LIFTING, FILL REPLACEMENT AND ALL OTHER WORK AS
NECESSARY, AT CONTRACTOR'S EXPENSE.
e. PROTECT NEW CRYPT FIELD IN SIMILAR FASHION AFTER COMPLETION.
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
ALIGNMENT - (CB1-F1)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB3-EX1)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB10-CB7)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB11-CB8)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB12-CB14)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB15-CB14)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB5-EX2)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
0+00 1+00 2+00
0+00 1+00
0+00 1+00 2+00 3+00
0+00
0+00
0+00
0+00
13 LF - 12" RCP @ 0.50%
32 LF - 6" HDPE @ 1.00%
26 LF - 6" HDPE @ 1.00%
50 LF - 12" RCP @ 1.00%
28 LF - 12" RCP @ 0.50%
17 LF - 12" RCP @ 1.00%
33 LF - 12" RCP @ 4.94%
16 LF - 12" RCP @ 0.99%
17 LF - 12" RCP @ 1.00%
32 LF - 12" RCP @ 0.50%
53 LF - 12" R
C
P @ 0.50%
5 LF - 12" RCP @ 47.43%
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING PIPE TO REMAIN AND BE REUSED
(ELEVATION AND SLOPE UNKNOWN)
F E
S
T O
P
E
L E
V
I N
V
O
U
R
C P
N
EXISTING PIPE
EXISTING PIPE
EXISTING PIPE
C B
T O
P
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L E
V
I N
V
O
R
C P
N
C B
T O
P
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L E
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C P
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T O
P
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L E
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I N
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R
C P
S
W
C B
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P
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L E
V
I N
V
H
D P
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N
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I N
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O
R
C P
S
E X
C B
T O
P
E
L E
V
I N
V
R
C P
N
I N
V
O
R
C P
E
C B
T O
P
E
L E
V
I N
V
O
H
D P
E
N
W
C B
T O
P
E
L E
V
I N
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H
D P
E
E
I N
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D P
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N
E
I N
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O
H
D P
E
W
C B
T O
P
E
L E
V
I N
V
H
D P
E
E
I N
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D P
E
N
E
I N
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O
H
D P
E
W
C B
T O
P
E
L E
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D P
E
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W
C B
T O
P
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L E
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W
I N
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C P
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E X
C B
T O
P
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L E
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D P
E
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C B
T O
P
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L E
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C B
T O
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L E
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C P
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C B
T O
P
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L E
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I N
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W
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I N
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C P
S
C B
T O
P
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L E
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I N
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R
C P
W
I N
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N
E
I N
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C P
S
C B
T O
P
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L E
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I N
V
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C P
W
I N
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O
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C P
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I N
V
R
C P
S
C B
T O
P
E
L E
V
I N
V
O
R
C P
N
I N
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R
C P
S
C B
T O
P
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L E
V
I N
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C P
W
I N
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O
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C P
N
E
I N
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R
C P
S
C B
T O
P
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L E
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I N
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C P
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C B
T O
P
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L E
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I N
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C P
N
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F
T O
P
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L E
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I N
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I N
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F
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C P
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X I S
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T
I S
T
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I S
T
T
I S
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C B
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P
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L E
V
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O
H
D P
E
S
W
I N
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C P
S
E
10 LF - 12" HDPE @ 0.50%
C B
A
T O
P
E
L E
V
I N
V
O
H
D P
E
N
I N
V
H
D P
E
S
E
10 LF - 6" HDPE @ 1.00%
C B
T O
P
E
L E
V
I N
V
O
H
D P
E
W
I N
V
H
D P
E
S
T
I S
T
Scale: 1" = 30'
0 60
STORM DRAINAGE & UTILITY PROFILES
AREA A & C
CU-107
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
North
ALIGNMENT - (CB22-CB21)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB20-EX3)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
ALIGNMENT - (CB24-FES1)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
0+00 1+00 2+00
0+00
0+00 1+00
L
F
- 8
H
D P
E
.0
H
D
H
40 LF - 12" RCP @ 0.50%
29 LF - 12" RCP @ 0.50%
27 LF - 12" RCP @ 0.65%
2 LF - 12" RCP @ 0.65%
EXISTING GRADE
EXISTING
GRADE
EXISTING GRADE
F E
S
T O
P
E
L E
V
I N
V
R
C P
S
W
PROPOSED GRADE
EXISTING PIPE
PROPOSED DOWNSPOUT PIPE
FROM MAINTENANCE BUILDING
C B
T O
P
E
L E
V
I N
V
O
H
D P
E
E
C B
T O
P
E
L E
V
I N
V
H
D P
E
W
I N
V
H
D P
E
E
I N
V
O
H
D P
E
N
I N
V
H
D P
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N
E
C B
T O
P
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L E
V
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V
O
H
D P
E
W
C B
T O
P
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L E
V
I N
V
H
D P
E
W
I N
V
H
D P
E
E
I N
V
O
H
D P
E
N
I N
V
H
D P
E
N
E
E X
C B
T O
P
E
L E
V
I N
V
H
D P
E
S
I N
V
O
R
C P
N
C B
T O
P
E
L E
V
I N
V
O
R
C P
N
E
C B
T O
P
E
L E
V
I N
V
R
C P
S
W
I N
V
O
R
C P
N
E
F
T O
P
E
L E
V
I N
V
R
C P
S
W
I N
V
O
R
C P
S
E
T
I S
T
U N
D E
R D
R A
I N
ALIGNMENT - (CB19-EX5)
SCALE: 1" = 30' (HORIZ)
SCALE: 1" = 3' (VERT)
0+00 1+00
C B
T O
P
E
L E
V
I N
V
O
R
C P
N
E
I N
V
R
C P
S
E
25 LF - 15" RCP @ 1.50%
C B
T O
P
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L E
V
I N
V
R
C P
S
W
I N
V
O
R
C P
N
I N
V
R
C P
S
E
I N
V
C
M P
S
F
T O
P
E
L E
V
I N
V
R
C P
S
I N
V
O
R
C P
N
9 LF - 18" RCP @ 0.50%
TIE (2) 4" SOLID UNDERDRAIN
PIPES INTO CB-20 WITH 4" TEE
(ADJUST PIPE ALIGNMENT AS
NEEDED TO INSTALL TEE)
E X
C B
T O
P
E
L E
V
I N
V
R
C P
S
I N
V
O
R
C P
N
EXISTING GRADE
PROPOSED GRADE
Scale: 1" = 30'
0 60
STORM DRAINAGE & UTILITY PROFILES
AREA A, B & H
CU-108
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
ALIGNMENT - (SECTION 5)
SCALE: 1" = 3' (VERT)
0+00 1+00 2+00 3+00 4+00 5+00
40 LF - 8" HDPE @ 8.28%
40 LF - 8" HDPE @ 6.58%
40 LF - 8" HDPE @ 6.15%
40 LF - 8" HDPE @ 6.30%
122 L F -
6" P
ER
FO
R
ATED
H
D
PE @
.5
0%
40 LF - 8" HDPE @ 7.95%
40 LF - 8" HDPE @ 7.95%
40 LF - 8" HDPE @ 7.33%
1 LF - 8" HDPE @ 7.33%
60 LF - 8" HDPE @ 2.28%
EXISTING
GRADE
PROPOSED
GRADE
C O
T O
P
E
L E
V
I N
V
O
H
D P
E
S
W
C O
T O
P
E
L E
V
I N
V
H
D P
E
N
E
I N
V
O
H
D P
E
N
W
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
W
I N
V
H
D P
E
N
E
C O
T O
P
E
L E
V
I N
V
H
D P
E
S
E
I N
V
O
H
D P
E
N
BOTTOM
OF CRYPT
M H
T O
P
E
L E
V
I N
V
H
D P
E
S
I N
V
O
H
D P
E
N
E
12 LF - 8" HDPE @ 2.28%
E X
C
O
T O
P
E
L E
V
I N
V
H
D P
E
S
W
I N
V
O
P
V
S
D R
N
E
T
O
B
E
R
E M
O V
E D
TIE INTO
EXISTING PIPE
CONTRACTOR TO VERIFY
INVERT DEPTH OF
EXISTING PIPE .
CONTACT ENGINEER IF
INVERT IS ABOVE
ESTIMATED TIE-IN
ELEVATION BEFORE
INSTALLING ANY
UNDERDRAIN PIPE
NO. 1 WASHED STONE (TYP.)
T
I S
T
P
I P
E N
E
Scale: 1" = 30'
0 60
STORM DRAINAGE & UTILITY PROFILES
AND DETAILS - AREA F
CU-109
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
GRADE
FLOW
12" MIN VARIES FOR UNDERDRAIN SYSTEM
CONCRETE COLLAR 6" DEPTH
BOTTOM OF CRYPT
TYPICAL SUBSURFACE CRYPT DRAIN (SECTION)
SCALE: NTS
CU-109
4" MIN
NON-WOVEN
GEOSYNTHETIC FABRIC
6" SLOTTED HDPE PIPE WITH FILTERSOCK
CLEANOUT (SECTION)(CO-1 - CO-8)
SCALE: NTS
CU-109
UNDISTURBED EARTH
SOLID-WALL HDPE
PIPE
PUSH-ON BELL AND
SPIGOT CONNECTION
(TYP.)
6" CLEANOUT (TYP.)
APPLY REDUCERS WHERE
APPROPRIATE TO
ACCOMMODATE SUBDRAINAGE
PIPING
CAST IRON FERRULE WITH
BRASS CLEANOUT PLUG
MEDIUM DUTY CAST IRON FRAME
AND COVER W/ LETTER "C.O."
CAST IN COVER
6" MIN.
12" MIN.
WASHED AASHTO #57 STONE
GRADE
FLOW
CONCRETE COLLAR 6" DEPTH
CLEANOUT (SECTION)(CO-9)
SCALE: NTS
CU-109
UNDISTURBED EARTH
PUSH-ON BELL AND
SPOUT CONNECTION
(TYP.)
6" CLEANOUT (TYP.)
APPLY REDUCERS WHERE
APPROPRIATE TO
ACCOMMODATE SUBDRAINAGE
PIPING
CAST IRON FERRULE WITH
BRASS CLEANOUT PLUG
MEDIUM DUTY CAST IRON FRAME
AND COVER W/ LETTER "C.O."
CAST IN COVER
6" MIN.
12" MIN.
WASHED AASHTO #57 STONE.
TO 8"
HEADER PIPE
GRADE
FLOW
CONCRETE COLLAR 6" DEPTH
CLEANOUT (SECTION)(CO-10 - CO-17)
SCALE: NTS
CU-109
UNDISTURBED EARTH
6" SLOTTED HDPE PIPE WITH
FILTERSOCK
PUSH-ON BELL AND
SPOUT CONNECTION
(TYP.)
6" CLEANOUT (TYP.)
APPLY REDUCERS WHERE
APPROPRIATE TO
ACCOMMODATE SUBDRAINAGE
PIPING
CAST IRON FERRULE WITH
BRASS CLEANOUT PLUG
MEDIUM DUTY CAST IRON FRAME
AND COVER W/ LETTER "C.O."
CAST IN COVER
6" MIN.
12" MIN.
WASHED AASHTO #57 STONE
TO CRYPT
SOLID-WALL HDPE
PIPE
TO 8"
HEADER PIPE
TYPICAL TRENCH DETAIL
SCALE: NTS
CU-109
6" BELOW PIPE
6" ABOVE PIPE
OD
18"
MIN.
18"
MIN.
SELECT BACKFILL MATERIAL COMPACTED IN 8" LIFTS
TO 92% MOD. PROCTOR DENSITY UNDER ROADWAY
AREAS TO A POINT 2 FT. BELOW GRADE. THE TOP 2 FT.
SHALL BE COMPACTED TO 95% MOD. PROCTOR
DENSITY. AREAS OUTSIDE OF ROADWAYS SHALL BE
COMPACTED TO 92% MOD. PROCTOR DENSITY UNLESS
OTHERWISE NOTED ON THE PLANS.
GRADE
AASHTO #57 STONE BEDDING
WASHED AASHTO #57 STONE
BAYFILTER MAINTENANCE
THE BAYFILTER SYSTEM REQUIRES PERIODIC MAINTENANCE TO CONTINUE OPERATING AT ITS PEAK
EFFICIENCY DESIGN. THE MAINTENANCE PROCESS COMPRISES THE REMOVAL AND REPLACEMENT OF EACH
BAYFILTER CARTRIDGE AND THE CLEANING OF THE VAULT OR MANHOLE WITH A VACUUM TRUCK. FOR BEST
RESULTS, BAYFILTER MAINTENANCE SHOULD BE PERFORMED BY A CERTIFIED MAINTENANCE CONTRACTOR. A
QUICK CALL TO AN ADS ENGINEER OR CUSTOMER SERVICE REPRESENTATIVE WILL PROVIDE YOU WITH A LIST
OF RELIABLE CONTRACTORS IN YOUR AREA.
WHEN BAYFILTER IS INITIALLY INSTALLED, WE RECOMMEND THAT AN INSPECTION BE PERFORMED ON THE
SYSTEM IN THE FIRST SIX (6) MONTHS. AFTER THAT, THE INSPECTION CYCLE TYPICALLY FALLS INTO A
BIANNUAL PATTERN GIVEN NORMAL STORM OCCURRENCE AND ACTUAL SOLIDS LOADS.
WHEN BAYFILTER EXHIBITS FLOWS BELOW DESIGN LEVELS, THE SYSTEM SHOULD BE INSPECTED AND
MAINTAINED AS SOON AS PRACTICAL. REPLACING A BAYFILTER CARTRIDGE SHOULD BE CONSIDERED AT OR
ABOVE THE LEVEL OF THE MANIFOLD.
MAINTENANCE PROCEDURES
1. REMOVE THE MANHOLE COVERS AND OPEN ALL ACCESS HATCHES.
2. BEFORE ENTERING THE SYSTEM MAKE SURE THE AIR IS SAFE PER OSHA STANDARDS OR USE A BREATHING
APPARATUS. USE LOW O2, HIGH CO, OR OTHER APPLICABLE WARNING DEVICES PER REGULATORY
REQUIREMENTS.
3. USING A VACUUM TRUCK, REMOVE ANY LIQUID AND SEDIMENTS THAT CAN BE REMOVED PRIOR TO ENTRY.
4. USING A SMALL LIFT OR THE BOOM OF THE VACUUM TRUCK, REMOVE THE USED CARTRIDGES BY LIFTING
THEM OUT.
5. ANY CARTRIDGES THAT CANNOT BE READILY LIFTED CAN BE EASILY SLID ALONG THE FLOOR TO A
LOCATION THEY CAN BE LIFTED VIA A BOOM LIFT.
6. WHEN ALL THE CARTRIDGES HAVE BEEN REMOVED, IT IS NOW PRACTICAL TO REMOVE THE BALANCE OF
THE SOLIDS AND WATER. LOOSEN THE STAINLESS CLAMPS ON THE FERNCO COUPLINGS FOR THE
MANIFOLD AND REMOVE THE DRAINPIPES AS WELL. CAREFULLY CAP THE MANIFOLD AND THE FERNCO'S
AND RINSE THE FLOOR, WASHING AWAY THE BALANCE OF ANY REMAINING COLLECTED SOLIDS.
7. CLEAN THE MANIFOLD PIPES, INSPECT, AND REINSTALL.
8. INSTALL THE EXCHANGE CARTRIDGES AND CLOSE ALL COVERS.
9. THE USED CARTRIDGES MUST BE SENT BACK TO ADS FOR EXCHANGE/RECYCLING AND CREDIT ON
UNDAMAGED UNITS.
BAYFILTER INSTALLATION NOTES
1. CONTACT UTILITY LOCATOR TO MARK ANY NEARBY UNDERGROUND UTILITIES AND MAKE SURE IT IS SAFE
TO EXCAVATE.
2. REFERENCE THE SITE PLAN AND STAKE OUT THE LOCATION OF THE BAYFILTER VAULT.
3. EXCAVATE THE HOLE, PROVIDING ANY SHEETING AND SHORING NECESSARY TO COMPLY WITH ALL
FEDERAL, STATE AND LOCAL SAFETY REGULATIONS.
4. LEVEL THE SUB–GRADE TO THE PROPER ELEVATION. VERIFY THE ELEVATION AGAINST THE MANHOLE
DIMENSIONS, THE INVERT ELEVATIONS, AND THE SITE PLANS. ADJUST THE BASE AGGREGATE, IF
NECESSARY.
5. HAVE THE SOIL BEARING CAPACITY VERIFIED BY A LICENSED/ENGINEER FOR THE REQUIRED LOAD
BEARING CAPACITY. ON SOLID SUB–GRADE, SET THE FIRST SECTION OF THE BAYFILTER PRE–CAST VAULT.
6. CHECK THE LEVEL AND ELEVATION OF THE FIRST SECTION TO ENSURE IT IS CORRECT BEFORE ADDING
ANY RISER SECTIONS.
7. IF ADDITIONAL SECTION(S) ARE REQUIRED, ADD A WATERTIGHT SEAL TO THE FIRST SECTION OF THE
BAYFILTER VAULT. SET ADDITIONAL SECTION(S) OF THE VAULT, ADDING A WATERTIGHT SEAL TO EACH
JOINT.
8. INSTALL THE PVC OUTLET MANIFOLD.
9. INSTALL THE PVC OUTLET PIPE IN BAYFILTER VAULT.
10. INSTALL THE INLET PIPE TO THE BAYFILTER VAULT.
11. AFTER THE SITE IS STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT OR DEBRIS FROM THE VAULT AND
INSTALL THE FLOW DISKS, DRAINDOWN MODULES (IF APPLICABLE), AND THE BAYFILTER CARTRIDGES.
12. PLACE FULL SET OF HOLD DOWN BARS AND BRACKETS INTO PLACE.
VA FORM 08 - 6231
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
STORM DRAINAGE & UTILITY DETAILS
CU-501
CU-501
CU-501
CU-501
CU-501
CU-501
CU-501
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
STORM DRAINAGE & UTILITY DETAILS
CU-502
CU-502
CU-502
CU-502
CU-502
CU-502
CU-502
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
STORM DRAINAGE & UTILITY DETAILS
CU-503
" DIA SDR-21
FORCEMAIN
(SOLVENT WELD
ALL PIPE JOINTS)
6" SDR-21 PIPE
@ 0.5% SLOPE
M
I N
C
O V
E R
EXISTING LATERAL
FROM BUILDING.
CONTRACTOR TO
FIELD VERIFY
INVERT.
MANHOLE
72"
MANHOLE DETAIL
SCALE: NTS
PIPE BEDDING AND TRENCH DETAIL FOR WALL
FOUNDATION, UNDERDRAIN PIPE ALONG WALL,
SCALE: NTS
SELECT BACKFILL MATERIAL COMPACTED
IN 8" LIFTS TO 92% MOD. PROCTOR
DENSITY UNDER ROADWAY AREAS TO A
POINT 2 FT. BELOW GRADE. THE TOP 2 FT.
SHALL BE COMPACTED TO 95% MOD.
PROCTOR DENSITY. AREAS OUTSIDE OF
ROADWAYS SHALL BE COMPACTED TO
92% MOD. PROCTOR DENSITY UNLESS
OTHERWISE NOTED ON THE PLANS.
6" BELOW PIPE
6" ABOVE PIPE
AASHTO # 57 STONE
NOTES:
1. TRENCH SHALL BE BRACED OR SHEETED IN ACCORDANCE WITH
OSHA REGULATIONS.
2. PROVIDE BEARING FULL LENGTH OF BARREL.
T
Y P
6" MIN. 6" MIN.
OD
PIPE BEDDING AND TRENCH DETAIL FOR DOWNSPOUT PIPE
SCALE: NTS
SELECT BACKFILL MATERIAL COMPACTED
IN 8" LIFTS TO 92% MOD. PROCTOR
DENSITY UNDER ROADWAY AREAS TO A
POINT 2 FT. BELOW GRADE. THE TOP 2 FT.
SHALL BE COMPACTED TO 95% MOD.
PROCTOR DENSITY. AREAS OUTSIDE OF
ROADWAYS SHALL BE COMPACTED TO
92% MOD. PROCTOR DENSITY UNLESS
OTHERWISE NOTED ON THE PLANS.
6" BELOW PIPE
6" ABOVE PIPE
AASHTO # 57 STONE
NOTES:
1. TRENCH SHALL BE BRACED OR SHEETED IN ACCORDANCE WITH
OSHA REGULATIONS.
2. PROVIDE BEARING FULL LENGTH OF BARREL.
3. DIG BELL HOLES FOR RCP PIPE.
T
Y P
6" MIN. 6" MIN.
OD
PIPE BEDDING AND TRENCH DETAIL FOR STORMDRAIN PIPE
SCALE: NTS
4" HDPE, 6" HDPE, 8" HDPE OR
12" RCP PIPE (AS SPECIFIED ON
PLANS)
6" HDPE SOLID PIPE (FOR DOWNSPOUTS)
2" TOPSOIL
6" BELOW PIPE
4" ABOVE PIPE
WASHED AASHTO # 57 STONE
6" MIN. 6" MIN.
OD
PIPE BEDDING AND TRENCH DETAIL FOR WALL
FOUNDATION UNDERDRAIN PIPE BETWEEN WALLS
SCALE: NTS
4" SOLID HDPE PIPE
(TO CONNECT SLOTTED PIPE TO NEW
BASIN)
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
CU-503
6" BELOW PIPE
6" ABOVE PIPE
WASHED AASHTO NO. 57 STONE
6" MIN. 6" MIN.
OD
4" SLOTTED HDPE PIPE WITH FILTER SOCK
(FOR WALL FOUNDATION UNDERDRAIN)
USE HDPE SDR21
FITTING (DO NOT USE
A FERNCO FITTING)
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
CU-503
F-1
F-2
F-3
F-4
TIE INTO EXISTING 18" RCP
TIE INTO EXISTING 18" RCP
NEW
NEW DIVERSION
NEW DIVERSION
NON-WOVEN
GEOSYNTHETIC FABRIC
NON-WOVEN
GEOSYNTHETIC FABRIC
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 26 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 27 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 28 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 29 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 30 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 31 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 32 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 33 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 34 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 35 |
File details come from the government source that posted it. Updated .