839CM3028_3030 Bid Dwg Culpeper Bk03.pdf
PDF 16 MB Posted
- Solicitation number
- 36C78620B0028
About this file
This document describes a federal solicitation for construction services. The solicitation number is 36C78620B0028 and concerns projects 839CM3028 and 839CM3030 for columbarium, facility renovation, improvements, repairs, and pre-placed crypts at the Culpeper National Cemetery in Culpeper, Virginia, subject to availability of FY-20 funds. The solicitation type is an invitation for bid issued by the Department of Veterans Affairs National Cemetery Administration. The description specifies construction work including a columbarium, facility renovations, improvements, and repairs as well as pre-placed crypts at the Culpeper National Cemetery.
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Text version
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(SEE SHEET CG-501, DETAIL 8)
%2
%6.6
%6.7
%1.7
CB-23
CB-24
F-1
FES-1
LS
LIMITS OF
DISTURBANCE
(TYP.)
STONE CONSTRUCTION
ENTRANCE
(TYP.)
LEVEL SPREADER
WITH RIGID LIP
(SEE SHEET CG-501, DETAIL 5)
FILTER LOG
(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
FILTER LOG
(TYP.)
FILTER LOG
(SEE SHEET CG-501,
DETAIL 1 & 2)
(TYP.)
PROPOSED VEHICLE
STORAGE FACILITY.
FF=448.5+/- 0.1
VA FORM 08 - 6231
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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
EROSION AND SEDIMENT
CONTROL PLAN - AREA H
CG-106
KEY PLAN
NOT TO SCALE
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
CONSTRUCTION STOCKPILE
13A (CLASS-B)
48C (CLASS-C)
AREA H
RIP RAP
RR
CONTRACTOR TRAILER
CONCRETE WASHOUT AREA
CW
T
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
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
NTSNTS
Scale: NTS
NTS NTS
FILTER LOGFILTER LOG
EROSION AND SEDIMENT
CONTROL PLAN DETAILS
CG-501
CG-501
CG-501
CG-501
CG-501
CG-501
CG-501
CG-501
CG-501
AutoCAD SHX Text
12 IN MIN.
AutoCAD SHX Text
AREA TO BE PROTECTED
AutoCAD SHX Text %%uSECTION%%u
AutoCAD SHX Text %%uPLAN%%u
AutoCAD SHX Text
AREA TO BE PROTECTED
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
4 FT MAX.
AutoCAD SHX Text
%%UISOMETRIC VIEW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FL
AutoCAD SHX Text
8 FT MAX.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
TRENCH INTO GROUND 4 IN MIN.
AutoCAD SHX Text 45°
AutoCAD SHX Text
3 IN.
AutoCAD SHX Text %%uOR%%u
AutoCAD SHX Text
WOOD MULCH OR COMPOST TO HEIGHT OF LOG 12 HEIGHT OF LOG
AutoCAD SHX Text
MULCH OR COMPOST FOR UNTRENCHED LOGS
AutoCAD SHX Text
SHEET FLOW
AutoCAD SHX Text
FILTER LOG
AutoCAD SHX Text
*THIS APPLICATION MAY NOT BE USED WITH LOGS SMALLER THAN 12 IN.
AutoCAD SHX Text 2 IN x 2 IN STAKES
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS 1. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND DEBRIS GREATER PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND DEBRIS GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION OF FILTER LOG. 2. FILL LOG NETTING UNIFORMLY WITH COMPOST (IN ACCORDANCE WITH SECTION H-1 MATERIALS), OR FILL LOG NETTING UNIFORMLY WITH COMPOST (IN ACCORDANCE WITH SECTION H-1 MATERIALS), OR OTHER APPROVED BIODEGRADABLE MATERIAL TO DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM. 3. INSTALL FILTER LOGS PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH INSTALL FILTER LOGS PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH THE BEGINNING AND END OF THE INSTALLATION POINTING SLIGHTLY UP THE SLOPE CREATING A "J" SHAPE AT EACH END TO PREVENT BYPASS. 4. FOR UNTRENCHED INSTALLATION BLOW OR HAND PLACE MULCH OR COMPOST ON UPHILL SIDE OF THE FOR UNTRENCHED INSTALLATION BLOW OR HAND PLACE MULCH OR COMPOST ON UPHILL SIDE OF THE SLOPE ALONG LOG. 5. STAKE FILTER LOG EVERY 4 FEET OR CLOSER ALONG ENTIRE LENGTH OF LOG OR TRENCH LOG INTO STAKE FILTER LOG EVERY 4 FEET OR CLOSER ALONG ENTIRE LENGTH OF LOG OR TRENCH LOG INTO GROUND A MINIMUM OF 4 INCHES AND STAKE LOG EVERY 8 FEET OR CLOSER. 6. USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO ATTAIN A MINIMUM OF 12 INCHES INTO THE GROUND AND 3 INCHES PROTRUDING ABOVE LOG. 7. WHEN MORE THAN ONE LOG IS NEEDED, OVERLAP ENDS 12 INCHES MINIMUM AND STAKE. WHEN MORE THAN ONE LOG IS NEEDED, OVERLAP ENDS 12 INCHES MINIMUM AND STAKE. 8. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF THE EXPOSED HEIGHT OF LOG AND REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF THE EXPOSED HEIGHT OF LOG AND 12 THE EXPOSED HEIGHT OF LOG AND REPLACE MULCH. REPLACE FILTER LOG IF TORN. REINSTALL FILTER LOG IF UNDERMINING OR DISLODGING REPLACE FILTER LOG IF TORN. REINSTALL FILTER LOG IF UNDERMINING OR DISLODGING OCCURS. REPLACE CLOGGED FILTER LOGS. FOR PERMANENT APPLICATIONS, ESTABLISH AND CONTINUOUSLY MEET REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION.
AutoCAD SHX Text
12 IN MIN.
AutoCAD SHX Text
AREA TO BE PROTECTED
AutoCAD SHX Text %%uSECTION%%u
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
3 IN.
AutoCAD SHX Text
FILTER LOG
AutoCAD SHX Text 2 IN x 2 IN STAKES
AutoCAD SHX Text
FILTER LOG
AutoCAD SHX Text 45°
AutoCAD SHX Text
TRENCH INTO GROUND 4 IN MIN.
AutoCAD SHX Text
STANDARD SYMBOL
AutoCAD SHX Text
FL
AutoCAD SHX Text
STANDARD SYMBOL
AutoCAD SHX Text
ENTRENCHED INSTALLATION *
UNTRENCHED INSTALLATION
VA FORM 08 - 6231
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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
NTSNTS
Scale: NTS
NTS NTS
EROSION AND SEDIMENT
CONTROL PLAN DETAILS
CG-502
CG-502
CG-502
NOTE: FOR ALL TEMPORARY &
PERMANENT STABILIZATION:
STABILIZE ALL PERVIOUS
AREAS WITH SOD
RIP RAP D50 = 6"
1'
4'
5'
TYPE GS-1 GEOTEXTILE FABRIC
EXIST. GRADE
EXIST. CURB & CUT EXIST. GRADE
SECTION A-A
PLAN
A A
A A
CG-502
EXIST. CURB
EXIST. CURB
RIP RAP D50 = 6"
TYP. DETAIL FOR CONSTRUCTION MATERIAL STORAGE AREA
TYP. DETAIL FOR TRASH & DEBRIS AREA
TYP. DETAIL FOR CHEMICAL WASTE STORAGE AREA
TYP. DETAIL FOR EQUIPMENT & VEHICLE WASHING
TYP. DETAIL FOR SMALL EQUIPMENT WASH-OUT AREA
TYP. DETAIL FOR EQUIPMENT & VEHICLE MAINTENANCE & STORAGE AREA
TYP. DETAIL FOR FUEL STORAGE AREA
TYP. DETAIL FOR HAZARDOUS MATERIAL STORAGE AREA
TYP. DETAIL FOR CONCRETE WASH-OUT AREA
TYP. DETAIL FOR SANITARY FACILITIES
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
CG-502
MATCH
EXIST.
MATCH
EXIST.
MATCH EXIST.
MATCH
EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
DETAIL 3A
DETAIL 3B
MATCH EXIST.
SLOPE
RAPPAHANNOCK-RAPIDAN COMM SER BD
710 US AVENUE
CULPEPER, VA 22701
DEED BOOK 408
DEED PAGE 621
RUSSELL KYLE BROWN TR
706 US AVENUE
CULPEPER, VA 22701
DEED BOOK 7537
DEED PAGE 0
ROBERT M. RYAN ET UX
CULPEPER, VA 22701
DEED BOOK 4050
DEED PAGE 0
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SECTION MARKER (TYP)
TRASH CAN
TRASHCAN
SECTION MARKER (TYP)
FOOT BRIDGE
BENCH
BENCH
MONUMENT
RIPRAP
SHEDS
GRAVEL
STOCKPILE
SIGN
BRICK (?)
MACADAM
GRAVEL
PARKING STOP (TYP)
TRANSFORMER
WING WALL
HEADWALL
SIGN
OHIO MONUMENT
ELEC
BOX
13"
5"
A/C UNIT
12" RCP OUT
ELEV=380.91
12" RCP OUT
ELEV=380.54
10" PVC OUT
ELEV=384.08
RCP OUT
ELEV=381.96
42" RCP OUT
ELEV=381.45
8" STEEL OUT
ELEV=381.82
48" RCP OUT
ELEV=383.86
48" RCP IN
ELEV=383.98
CATCH BASIN
TOP=384.53
15" RCP OUT=382.13
CATCH BASIN
TOP=386.97
12" HDPE
OUT=384.87
11"
RETAINING
6" PIPE THROUGH
WALL
DRAINAGE JUNCTION
BOX 1'X1'
ELECTRIC BOX
SECTION G MARKER
SECTION G MARKER
FOUNDATION DRAIN
CATCH BASIN
TOP=392.85
BOT=387.02
36" PIPE
SECTION A,
BLOCK 1
MARKER
CALL BOX
BOLLARD
BOLLARD
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MACADAM
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A
D
A
M
MACADAM
M A
C A
D A
M
WING WALL
CONCRETE (TYP)
EX. LODGE
2 STORY BUILDING
EX. GARAGE
G R
A V
E L
GRAVEL
SANITARY
SEWER
CLEAN OUT
M A
T C
H L I N
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A
R E
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B
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H L I N
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H L I N
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LODGE AREA ENLARGEMENT
- AREA C
395 4
38939 1392393
39540
0388 3
9 3
FOR STORM PIPE PROFILES
SEE SHEET CU-107
FOR STORM PIPE PROFILES
SEE SHEET CU-107
FOR CATCH BASINS 1-7, 10-11,
16-17 USE 24"x24" BOX SIZE.
FOR CATCH BASINS 8-9 USE
36"x36" BOX SIZE (WITH
COVER SLAB).
407 406 405
403 402 401 400 399
397 396 395
394 393 392 391
.7
.8
CB-12
CB-13
CB-15
CB-14
EX-2
F-3
F-2
CB-9
CB-8
CB-11
CB-10
CB-7
CB-6
CB-5
CB-1
CB-2
EX-1
CB-4
CB-17
CB-16
FES-2
CB-3
CB-13A
CLEAR EXISTING
OUTFALL AND RIPRAP OF
SEDIMENT AND DEBRIS
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
NEW 12" RCP STORM PIPE
(SEE SHEET CU-503, DETAIL 5)
(TYP.)
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
NEW 12" RCP STORM PIPE
(SEE SHEET CU-503, DETAIL 5)
(TYP.)
NEW BAYFILTER
(SEE SHEET CU-503, DETAIL 11)
NEW BAYFILTER
(SEE SHEET CU-503, DETAIL 10)
NEW MANHOLE TOP, FRAME,
AND COVER. ADJUST TOP
ELEVATION AS NEEDED.
NEW 12" RCP STORM PIPE
(SEE SHEET CU-503, DETAIL 5)
(TYP.)
STORM PIPE FLOW
(TYP.)
NEW CATCH BASIN
(SEE SHEET CU-501,
DETAIL 5, GRATE B.)
TIE INTO EXISTING
12" RCP PIPE
RESET EXISTING STORM PIPE (TO BE BELOW EXISTING GRADE)
WHEN REBUILDING WALL. EXISTING PIPE IS CURRENTLY
ABOVE EXISTING GRADE WHERE IT PASSES THROUGH THE WALL.
TIE INTO EXISTING WALL FOUNDATION DRAIN AND
EXISTING OUTFALL PIPE THAT RUNS UNDER THE ROAD.
SEE FOUNDATION DRAIN SECTION DETAIL 2 SHEET LS-601
NEW 12" RCP STORM PIPE
(SEE SHEET CU-503, DETAIL 5)
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
NEW CATCH BASINS
(SEE SHEET CU-503,
GRATE DETAIL 4)
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
TIE INTO EXISTING STRUCTURE
BY CORE DRILL, USE A SAND
COLLAR GASKET.
TIE INTO EXISTING STRUCTURE
BY CORE DRILL, USE A SAND
COLLAR GASKET.
NEW CATCH BASIN
(SEE SHEET
CU-503, DETAIL 4)
NEW 12" RCP
STORM PIPES
(SEE SHEET
CU-503, DETAIL 5)
NEW CATCH BASIN
(SEE SHEET CU-503,
GRATE DETAIL 4)
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O
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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
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CO
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VA FORM 08 - 6231
A
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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" = 30'
0 60
STORM DRAINAGE & UTILITY
PLAN - AREA A
CU-101
KEY PLAN NOT TO SCALE
AREA A
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
CULPEPER, VA 22701
DEED BOOK 1891
DEED PAGE 1
O
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E R
V
A
D E
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K
D E
G
E
R & A PROPERTIES LLC
668/670 YANCEY STREET
CULPEPER, VA 22701
DEED BOOK 1931
DEED PAGE 1
TOWN OF CULPEPER
500/520 ELECTRIC AVENUE
CULPEPER, VA 22701
DEED BOOK 463
DEED PAGE 275
E E
E
E
E
E
E
E
E
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
TRASHCAN
SIGN
COMMITAL
AREA
FF=392.7±0.1
FLAG POLE
MAINE MONUMENT
SECTION B MARKER
SPOT LIGHT (TYP)
TRASH CAN
PENNSYLVANIA
MONUMENT
MASSACHUSETTS
MONUMENT
NEW YORK
MONUMENT
BRICK WALL
SPIGOT
CATCH BASIN
TOP=379.73
BOT=376.69
CATCH BASIN
TOP=381.32
BOT=378.62
CATCH BASIN
TOP=387.24
BOT=381.37
SDMH
TOP=389.12
18" RCP OUT=385.92
15" RCP IN=385.97
15" CMP IN=386.62
INV IN=386.85
15" RCP
15"
RCP
15"
CMP
SDMH
TOP=389.01
15" RCP OUT=386.43
15" RCP IN=386.43
CATCH BASIN
TOP=390.15
INV OUT=387.88
CATCH BASIN
TOP=394.69
15" RCP OUT=391.37
15" RCP
15" CMP
STONE
RETAINING
WALL
4" x 4" DRAIN
SECTION I MARKER
SECTION I MARKER
SECTION I MARKER
SECTION I MARKER
SECTION J
MARKER
SECTION J MARKER
SECTION K MARKER
SECTION E MARKER
SECTION D MARKER
SECTION D MARKER
SECTION D MARKER
SECTION C MARKER
SECTION A,
BLOCK 2
MARKER
SECTION B
MARKER
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M A
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A
A
MATCHLINE - AREA D
398399
401402403404
406407408409
4 396
FOR STORM PIPE PROFILES
(SEE SHEET CU-108).
FOR UNDERDRAIN DETAILS
(SEE SHEET LS-602, DETAIL 1
AND SHEET CU-503, DETAILS 7
AND 8)
HISTORIC WALL DETAIL (SEE
SHEET LS-602 DETAIL 1).
FOR CATCH BASINS
20-22 USE 30"x35" BOX
SIZE.
(INSIDE MEASUREMENT)
400 399 39
397 396 395 394
396 397 398 399
398397
404403 402 401
3982H:1V
(TO BE
RELOCATED)
CB-18
CB-19
CB-22
CB-20
CB-21
EX-3
F-4
NEW CATCH BASIN
(SEE SHEET CU-501,
DETAIL 5, GRATE B.)
(TYP.)
NEW 8" HDPE STORM PIPE
(SEE SHEET CU-503 DETAIL 5)
(TYP.)
NEW CATCH BASINS (SEE SHEET
C-502, DETAILS 1 & 2 FOR CATCH
BASIN TOPS)
TIE INTO EXISTING STRUCTURE
BY CORE DRILL, USE A SAND
COLLAR GASKET.
STORM PIPE FLOW
(TYP.)
BEGIN NEW 4" HDPE
SLOTTED UNDERDRAIN
PIPE, CAP THIS END.
(SEE SHEET CU-503
DETAIL 7)
END NEW 4" HDPE SLOTTED
UNDERDRAIN PIPE.
BEGIN NEW SOLID 4" HDPE
UNDERDRAIN PIPE.
(SEE SHEET CU-503 DETAIL 8)
TIE INTO CB-20
END NEW SOLID 4" HDPE
UNDERDRAIN PIPE.
BEGIN NEW 4" HDPE
SLOTTED UNDERDRAIN
PIPE. TIE INTO CB-20
END NEW 4" HDPE
SLOTTED UNDERDRAIN
PIPE, CAP THIS END.
NEW CATCH BASIN
(SEE SHEET CU-501,
DETAIL 5, GRATE B.)
(TYP.)
STORM PIPE FLOW
(TYP.)
NEW BAYFILTER
(SEE SHEET CU-503, DETAIL 12)
W
W
W
S
S
S
S
T V
T V
T V
T V
T V
T V
T V
T V
T
V
T V
T V
T V
T V
T
V
T
V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E
E
W W
W
W
DIESEL GENERATOR
OHIO MONUMENT
COMMUNICATION
BOX
TRANSFORMER
4" PVC OUT
ELEV=387.58
8" CPP OUT
ELEV=389.17
CATCH BASIN
TOP=391.83
4" PVC OUT=390.43
CATCH BASIN
HALF COLLAPSED
TOP=390.29
BOT=388.94
CATCH BASIN
TRANSFORMER
UTILITY POLE
GAS FILL CAP
GAS VENT
SECTION A,
BLOCK 1
MARKER
PROPANE TANK
8" CPP OUT
ELEV=387.43
R
E
A
M
SS
S
S
S
S
S S
S S
E
E
T
T
T
V
T
V
T
T
T
TELEPHONE LINE
ELECTRIC LINE
PROPANE LINE
SANITARY SEWER LINE
WATER LINE
FIBER
OPTIC
LINE
P A
V E
L
Y
CONCRETE (TYP)
EX. LODGE
2 STORY BUILDING
EX. GARAGE
SANITARY SEWER CLEAN OUT
SANITARY
SEWER
CLEAN OUT
SIGN
395391
388 3
1 3
3.0
1.9
%2.0%2.0
%3.6
3.4
2.0393
FOR STORM PIPE PROFILES
SEE SHEET CU-107
FOR CATCH BASINS 14-15
USE 30" X 35" BOX SIZE
(INSIDE MEASUREMENT)
CB-12
CB-13
CB-15
CB-14
CB-13A
NEW CATCH BASINS
(SEE SHEET CG-502, DETAIL 4,
STANDARD GRATE)
(TYP.)
NEW 6" HDPE STORM PIPE
(SEE SHEET CU-503 DETAIL 5)
(TYP.)
NEW CATCH BASIN POURED IN PLACE 18" X 18"
INSIDE MEASUREMENT.
(FOR GRATE SEE SHEET CU-504 DETAIL 1, GRATE H)
CONNECT EXISTING
PIPE TO BOTTOM OF
NEW BASIN
NEW CATCH BASIN
WITH NEW BRICK
WALL TO MATCH
EXISTING GRADE
NEW 6" HDPE PIPE
(EXTEND EXISTING
PIPE TO NEW BASIN
CONNECT EXISTING PIPE TO
NEW BASIN
NEW CATCH BASIN (SEE
SHEET CU-501 DETAIL 5,
GRATE B)
WITH NEW BRICK WALL
TO MATCH EXISTING
GRADE
STORM PIPE FLOW
(TYP.)
NEW 6" HDPE STORM PIPE
(SEE SHEET CU-503 DETAIL 5)
(TYP.)
CONNECT
DOWNSPOUT AND
FOUNDATION DRAIN
PIPES FROM LODGE.
TIE IN AT INVERT
ELEVATION OF NEW
BASIN.
(SEE SHEET
AE-201-LG)
SEE LODGE
FOUNDATION DRAIN
PLAN FOR
CONNECTION TO
STORM DRAIN
SYSTEM.
W
T
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
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CO
FH
C
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CO
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TOWN OF CULPEPER
CULPEPER, VA 22701
DEED BOOK 432
DEED PAGE 91
TRASH CAN
BRICK WALL
BRICK WALL
TRAV POINT 14
N: 6854357.7423
E: 11628455.1144
ELEV: 411.45
M A
T C
H L I N
E
A
R E
A
A
MATCHLINE - AREA B
416 4 7 418
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" = 30'
0 60
STORM DRAINAGE & UTILITY
PLAN - AREA B, C AND D
CU-102
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 B
LODGE AREA ENLARGEMENT
AREA C
AREA D
Scale: 1" = 10'
0 20
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 North
AutoCAD SHX Text S
AutoCAD SHX Text S
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 21 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 22 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 23 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 24 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 25 |
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