36C78620B0006-008.pdf
PDF Posted
- Solicitation number
- 36C78620B0006
About this file
This document package includes bid documents and specifications for a federal contract opportunity to expand gravesite capacity at the Fort Smith National Cemetery in Arkansas. The solicitation will be issued on May 11, 2020 for an Invitation for Bid to provide burial expansion construction services estimated between $2 million to $5 million. The NAICS code is 237990 for other heavy and civil engineering work with a small business size standard of $36.5 million. This procurement is set aside only for verified Service-Disabled Veteran-Owned Small Businesses. The bid documents provide requirements for site grading, roadway construction, storm drainage systems, crypt installation, and other details. Offerors must register in the System for Award Management and Vendor Information Pages to be considered for the contract award scheduled for late 2020. The Department of Veterans Affairs National Cemetery Administration will issue the solicitation and administer the contract.
36C78620B0006 S02_Attachment-5_PLANS_847CM3019_Part3.pdf
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Other files
| File | Type | Posted |
|---|---|---|
| 36C78620B0006 0001.docx | DOCX document | |
| S06_Amendment 0001_Attachment 2_02 41 10 DEMO SITE CLEARING.pdf | ||
| 36C78620B0006-006.pdf | ||
| 36C78620B0006-011.pdf | ||
| 36C78620B0006-010.pdf | ||
| 36C78620B0006-005.pdf | ||
| 36C78620B0006-012.pdf | ||
| 36C78620B0006-007.pdf | ||
| 36C78620B0006-003.docx | DOCX document | |
| 36C78620B0006-014.xlsx | XLSX spreadsheet | |
| 36C78620B0006-004.pdf | ||
| 36C78620B0006-013.pdf | ||
| 36C78620B0006-009.pdf |
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Text version
INLET TOP=440.06
INLET TOP=440.06
INLET TOP=439.41
INLET TOP=439.41
INLET TOP=440.85
HP=444.19
445.65
444.15
443.87
443.38
443.87
443.89
443.30
442.72
TOC=441.96
TOC=442.32
TOC=444.75
TOC=440.44
TOC=440.45
TOC=440.50
TOC=439.88
HP=445.86
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
OVERALL GRADING MAP
CG101
DMLKK
N
SCALE: 1"=30'
30 600
SECTION 31
SECTION 29
LEGEND
15.00
S O
U T
H
T
H
S
T R
E E
T
SOUTH DRIVE
W E
S T
D
R I V
E
SOUTH "B" STREET
S O
U T
H
T
H
S
T R
E E
T
SECTION
SECTION
SECTION
441.05
441.00
FL=441.07
441.12
441.15
440.90
440.53
440.75
FL=440.52
FL=440.41
FL=440.57
FL=440.86
1.2%
1.3%
% 1
1.3%
440.80
440.80
440.80
440.80
441.00
441.00
440.90
440.90
440.90
440.90
441.00
441.00
441.05
440.54
440.49
440.90
440.80
440.80
440.70
440.70
440.60
440.60
440.60
440.60
440.70 440.70
440.80
440.80
1.3%
1.2%
INLET TOP=438.90
INLET TOP=440.13
INLET TOP=439.75
FL=440.61
FL=440.35
440.30
440.30
FL=440.62
440.68
440.53
440.72
440.76
440.80
440.75
440.57
440.77
440.44
440.53
440.50
440.40
INLET TOP=439.63
439.20
439.20
439.02
439.20
439.53
HP=441.09
HP=440.58
441.31
441.17
440.77
440.64
440.88
440.78
440.68
440.58
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
COLUMBARIUM GRADING
CG102
DMLKK
N
SCALE: 1"=10'
10 200
SECTION 31
LEGEND
15.00
SO
UTH "B" STREET
SEE STAIR SECTION, DETAIL 4,
SHEET AY301.
TOP OF PLAZA=440.30
FINISHED GRADE=439.20
T F
T F
T F
T F
T F
T F
RIDGELINE
RIDGELINE
RIDGELINE
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
PAVING TYPICAL SECTIONS
CG301
DFLKK
TYPE "B" MOUNTABLE
CURB AND GUTTER DETAIL
NOTES:
CROSS SLOPE OF GUTTER SAME AS PAVEMENT
TYPICAL PAVING SECTION
6TH STREET PAVING SECTION
TYPICAL PARKING SECTION AT COLUMBARIUM
CRYPT NOTES:
1. THE CONTRACTOR SHALL UNLOAD THE CRYPTS TO A DESIGNATED STORAGE AREA, IN
COORDINATION WITH THE COTR. THE CONTRACTOR SHALL INSTALL THE CRYPTS IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
2. PRIOR TO COMMENCEMENT OF INSTALLATION OF WORK, THE CONTRACTOR AND THE COTR TO
INSPECT/CERTIFY THAT THE CRYPTS ARE UNDAMAGED IN THE STORAGE AREA, AND THAT ANY
DAMAGE TO THE CRYPTS DURING INSTALLATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
3. CRYPT SUPPLIER SHALL SUBMIT SEALED ENGINEERING CALCULATIONS AND DRAWINGS FOR
THE DESIGN OF THE BURIAL CRYPTS. THE ENGINEER SHALL BE A QUALIFIED STRUCTURAL
ENGINEER, LICENSED IN THE STATE OF ARKANSAS. THE SEALED STRUCTURAL DESIGN
CALCULATIONS AND DRAWINGS OF THE BURIAL CRYPTS SHALL BE SUBMITTED TO THE COTR
FOR REVIEW PRIOR TO FABRICATION.
4. DRAWINGS ON THIS SHEET ARE REPRESENTATIVE OF A POSSIBLE CRYPT DESIGN AND ITS
DIMENSIONS. THE FINAL DESIGN SHALL MAINTAIN THE FOLLOWING MINIMAL INTERIOR
DIMENSIONS:
STANDARD INTERIOR: WIDTH 30" MIN. LENGTH 86" MIN.
VERTICAL CLEARANCE 25-1/2" (TOP OF LOWER CASKET REST TO BOTTOM OF SHELF AND TOP
OF CASKET REST ON SHELF TO BOTTOM OF LID). CONTRACTOR SHALL SUBMIT ALL
DIMENSIONS FOR APPROVAL.
5. EXCEPT FOR THE MINIMAL INTERIOR AND GRIDLINE DIMENSIONS, OTHER DIMENSIONS ARE
FOR GENERAL SIZING PURPOSES ONLY. ACTUAL CRYPT DESIGN IS BY OTHERS.
6. PERIMETER AND INTERIOR CRYPTS, TO BE DESIGNED TO SUPPORT LOAD TESTS AS SPECIFIED.
7. IT IS CRITICAL THAT THE CONTRACTOR MAINTAIN COVERAGE OVER THE FINISHED CRYPTS AT
20" MIN. TO 22" MAX. (4" TOPSOIL, 16-18" BACKFILL) NO VARIATIONS OUTSIDE OF THESE
TOLERANCES WILL BE PERMITTED. THE CONTRACTOR SHALL ALSO DEPTH PROBE 100/SECTION
RANDOM SPOT LOCATIONS IN THE PRESENCE OF THE COTR TO FIELD VERIFY COMPLIANCE
AFTER FINE GRADING HAS BEEN COMPLETED PRIOR TO TURF INSTALLATION. MAINTAINING
DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE
MEANS AND METHODS AS APPROVED BY THE COTR TO VERIFY DEPTH OF COVER;
INACCURACIES IN DEPTH SHALL BE REMEDIED TO THE SATISFACTION OF THE COTR PRIOR TO
ACCEPTANCE OF CRYPT INSTALLATION.
8. LAYOUT OF CRYPTS SHALL BE BASED ON COORDINATE POINTS ON CORNERS. PLACE
MONUMENTS AFTER THE PLACEMENT OF ALL CRYPTS TO ENSURE ACCURATE MONUMENT
PLACEMENT, HAND-EXCAVATE SUFFICIENT MATERIAL TO EXPOSE CRYPT LIDS. REPLACE ALL
EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE
BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS)
MUST BE RECORDED ON THE RECORD DRAWINGS.
9. PROVIDE STANDARD LIFTING DEVICE FOR CRYPT LID AND INNER SHELF REMOVAL.
CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.
10. CRYPT DESIGN SHALL BE SINGLE OR QUAD UNITS.
LIFTING ANCHOR W/ BLACK
PLASTIC CAP TO COVER BOWL
(TYP.)
LIFTING ANCHOR W/ BLACK
PLASTIC CAP TO COVER BOWL
(TYP.)
REBAR
ABS SHELF
ABS
RUSTPROOF PIPE OR PVC
STRUCTURAL MEMBER
C
L
(TYP.)
4" DIA. TAPERED
WEEP HOLES TYP.
A
A
SECTION A-A
SECTION B-B
B
B
GRIDLINE
LIFTING LUG W/ BLACK PLASTIC
CAP TO COVER BOWL (TYP.)
CASKET RISERS
REQUIRED ON BOTTOM
OF CRYPTS,
MANUFACTURER TO
SHOW IN SHOP
DRAWINGS
BLACK PLASTIC COVER
PRE-PLACED
CRYPT CONC.
LID
GALV. STEEL
ANCHOR PIN,
MIN. CAPACITY
.98 TON EA.
END VIEW
ALL TOP EDGES OF CRYPT LIDS TO BE
CHAMFERED OR RADIUSED, NO SQUARED EDGES,
MANUFACTURER TO SHOW IN SHOP DRAWINGS
RUSTPROOF PIPE OR PVC
STRUCTURAL MEMBER
SECTION A-A
B
B
GRIDLINE
PERIMETER CRYPT
INTERIOR CRYPT
PLAN VIEW
PREPLACED CRYPT CONSTRUCTION
CRYPT LID
SECTION AT LIFTING ANCHOR
LIFTING LUG DETAIL
INSIDE SHELF END VIEW
CRYPT LID - PLAN VIEW
INSIDE SHELF - PLAN VIEW
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
CRYPT DETAILS
CG502
DMLKK
END VIEW
12"
IRRIGATION PIPE SHALL
BE A MIN. 4" BELOW THE
BOTTOM OF CRYPT LID
TOPSOIL
M I
M
A X
EQ
EQ
IRRIGATION
AISLE:
BACKFILL
WITH
DRAINAGE
AGG. #67
18"
3'-0" O.C. (PREPLACED CRYPT GRIDLINE)
TOPSOIL
COMPACTED APPROVED GENERAL FILL
(85% STANDARD DENSITY-AASHTO T99),
SEE SPECIFICATIONS
COMPACTED DRAINAGE AGGREGATE #67
(95% STANDARD DENSITY-AASHTO T99)
O
P
L A
N S
H O
W N
G R
I D
L I N
E
O
P
A
N S
O
W N
G R
I D
L I N
E
M
SUBBASE OF CRYPT &
SUBGRADE ARE TO REFLECT
SIDE VIEW
FINISH GRADE
M
T
O
M
CRYPT CENTERED
IN BOTH DIRECTIONS BETWEEN
GRIDLINES, MEASURED AT TOP
OF CRYPT
REFER TO SPECIFICATIONS
REGARDING ALLOWABLE
TOLERANCES DURING
CRYPT PLACEMENT
GEOTEXTILE FABRIC
PERFORATED PVC UNDERDRAIN
PIPE (HOLES DOWN) REFER TO
CRYPT SUBDRAINAGE PLAN FOR
SIZE, ROUTING AND CONNECTION
TO STORM SYSTEM
AREA BETWEEN CRYPTS SHALL
BE FILLED AND CONSOLIDATED
PEA GRAVEL; PROVIDE
SUBMITTAL FOR APPROVAL (NO
SAND ALLOWED)
12"
M
M
T
O
M
EQ
7'-7 1/2" O.C. (PREPLACED CRYPT GRIDLINE)
EQ
COMPACTED APPROVED
GENERAL FILL (85%
STANDARD DENSITY-
AASHTO T99), SEE
SPECIFICATIONS
3'-0" O.C. (PREPLACED CRYPT GRIDLINE)
GEOTEXTILE FABRIC
NOTE: CRYPTS SHALL BE
CENTERED IN GRIDLINES.
CRYPT
PERFORATED PVC PERIMETER PIPE
(HOLES DOWN) REFER TO CRYPT
SUBDRAINAGE PLAN FOR SIZE, ROUTING
AND CONNECTION TO STORM SYSTEM
18"
MIN.
COMPACTED DRAINAGE AGGREGATE #67
(95% STANDARD DENSITY-AASHTO T99)
SEE SOIL PROFILE IN DETAIL 1
GEOTEXTILE FABRIC
6" COMPACTED SUBGRADE
(95% STANDARD DENSITY-AASHTO T99)
18"
MIN.
SEE SOIL PROFILE IN DETAIL 1
COMPACTED DRAINAGE AGGREGATE #67
(95% STANDARD DENSITY-AASHTO T99)
GEOTEXTILE FABRIC
6" COMPACTED SUBGRADE
(95% STANDARD DENSITY-AASHTO T99)
PERFORATED PVC UNDERDRAIN
GASKETED PVC ELBOW
45° PVC ELBOWS (2)
PVC PIPE REDUCER AS
REQUIRED PER PLAN
GEOTEXTILE FABRIC
6" PVC RISER, 45°
ELBOWS, & FLUSH
MOUNTED
CLEANOUT PLUG
LOCATE CLEAN OUT WHERE INDICATED
ON CRYPT SUBDRAINAGE PLANS
CRYPT
T
R E
N C
H
T
R E
N C
H
GEOTEXTILE FABRIC
FLOWLINE OF CRYPT
UNDERDRAINS
CRYPT INSTALLATION - SINGLE PLANE
CRYPT UNDERDRAIN - SINGLE PLANE
CRYPT UNDERDRAIN CLEANOUT- SINGLE PLANE
SUBBASE OF CRYPT &
SUBGRADE ARE TO REFLECT
FINISH GRADE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
CRYPT DETAILS
CG503
DMLKK
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
ROADWAY OVERALL VIEW
CP101
JWCKK
N
SCALE: 1"=40'
40 800
LEGEND
SECTION
SECTION
PROP. SWS
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SOUTH "B" STREET
S O
U T
H
T
H
S
T R
E E
T
W E
I V
E
SOUTH DRIVE
STA. 11+89.50, WEST DRIVE=
STA. 10+00.00, SOUTH DRIVE
PROP. SWS
PROP. INLET
STA. 14+43.19, SOUTH DRIVE=
STA. 11+06.40, SOUTH 6TH STREET
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
PLAN WEST DRIVE
PROFILE WEST DRIVE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
WEST DRIVE
PLAN & PROFILE
CP102
JWCKK
WEST DRIVE
SEC. 31
PPC
SECTION
S O
U T
H
D
R I V
E
N
SCALE: 1"=20'
20 400
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
PLAN SOUTH DRIVE
PROFILE SOUTH DRIVE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SOUTH DRIVE
PLAN & PROFILE
CP103
JWCKK
W E
I V
E
SECTION
SOUTH DRIVE
SEC. 29
IGC
N
SCALE: 1"=20'
20 400
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
PLAN SOUTH 6TH STREET - WEST CURB
PROFILE SOUTH 6TH STREET - WEST CURB
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SOUTH 6TH STREET
PLAN & PROFILE
CP104
JWCKK
SEC. 29
IGC
S O
U T
H
D
R I V
E
SECTION
SCALE: 1"=20'
20 400
N
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
COLUMBARIUM PARKING
PAVING & DIMENSION PLAN
CP105
JWCKK
SEC. 31
PPC
N
SCALE: 1"=10'
10 200
COLUMBARIUM
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
OVERALL STORM DRAIN PLAN
CU101
JWCKK
N
SCALE: 1"=30'
30 600
SECTION
SECTION
SWS LINE 1
(SEE SHT. CU102)
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SOUTH "B" STREET
S O
U T
H
T
H
S
T R
E E
T
W E
I V
E
SOUTH DRIVE
MAINTENANCE
YARD
SWS LINE 3
(SEE SHT. CU103)
SWS LINE 2
(SEE SHT. CU103)
SWS LINE 1A
(SEE SHT. CU102)
LEGEND
DRY WELL CONNECTION
(SEE SHT. CU104)
DRY WELL CONNECTION
(SEE SHT. CU104)
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
PLAN SWS LINE 1
PROFILE SWS LINE 1
PLAN SWS LINE 1A
PROFILE SWS LINE 1A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SWS LINE 1 & 1A
PLAN & PROFILE
CU102
DMLKK
N
SCALE: 1"=20'
20 400
LINE 1A
N
SCALE: 1"=20'
20 400
L
I
E
I N
E
SWS LINE 1
15" RCP
SECTION
FLOWER WATERING
STATION
W E
I V
E
WEST DRIVE
SWS LINE 1A
15" RCP
SWS LINE 1
15" RCP
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
PLAN SWS LINE 2
PROFILE SWS LINE 2
PLAN SWS LINE 3
PROFILE SWS LINE 3
PLAN LINE 4
PROFILE LINE 4
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SWS LINE 2-4
PLAN & PROFILE
CU103
DMLKK
N
SCALE: 1"=20'
20 400
LINE 2
SCALE: 1"=20'
20 400
L
I
SEC. 31
S
O
U
B
R
E
E
T
SCALE: 1"=20'
20 400
LINE 4
N
S
O
U
B
R
E
E
T
L
I
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
C.O. 1-4
TOP=442.72
FL=434.47
C.O. 1-1
TOP=439.46
FL=431.21
C.O. 1-10
TOP=440.63
FL IN=432.00
FL IN=430.77
FL OUT=430.77
C.O. 1-13
TOP=443.90
FL=435.65
C.O. 1-5
TOP=440.64
FL=432.39
FL=432.39
C.O. 1-11
TOP=441.59
FL=432.55
C.O. 1-6
TOP=441.61
FL=433.36
C.O. 1-7
TOP=441.88
FL=433.63
C.O. 1-2
TOP=440.69
FL=432.44
C.O. 1-3
TOP=441.75
FL=433.50
C.O. 1-9
TOP=442.94
FL=434.69
C.O. 1-8
TOP=442.68
FL=434.43
C.O. 1-12
TOP=442.66
FL=433.62
DRY WELL 2.
SEE SHEET CU502
TOP=440.73
FL IN=430.67
FL OUT=437.78
SUMP=424.67
DRY WELL 1.
SEE SHEET CU502
TOP=440.02
FL IN=431.15
FL OUT=436.72
SUMP=425.15
SWS INLET
TOP=439.41
FL OUT(15")=436.37
FL IN(15")=436.37
FL IN(15")=436.37
FL IN(10")=436.68
SWS INLET
TOP=440.06
FL OUT(15")=437.24
FL IN(15")=437.24
FL IN(10")=437.49
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
CRYPT UNDERDRAIN
CU104
DMLKK
N
SCALE: 1"=10'
10 200
WEST DRIVE
LEGEND
NOTES:
TOP=21.0
FL=12.50
1. ALL UNDERDRAIN PIPE UNDER CRYPTS SHALL BE 6" DIA.
PERFORATED PVC (4 ROWS OF HOLES IN THE LOWER PORTION OF
THE PIPE, OPENINGS TO UNDERSIDE OF PIPE, AND IN CONFORMANCE
WITH ASTM C700, UNLESS OTHERWISE STATED). ALL SOLID
UNDERDRAIN PIPE SHALL BE 8", UNLESS OTHERWISE STATED.
2. ALL CRYPT CLEANOUTS ARE TYPE 'A' UNLESS OTHERWISE STATED.
SEE SHEET CU502.
PERF. UNDERDRAIN PIPE
SOLID UNDERDRAIN PIPE
CLEAN OUT (CO)
SURFACE SPOT ELEV.
INVERT OF PIPE
SURFACE FLOW ARROW
S O
U T
H
B
S
T R
E E
T
PIPE FLOW DIRECTION
SEC. 31
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
TIE INTO EXIST. CURB INLET
TOP=440.70
FL=435.54
FL=435.54
CO-1
TYPE 'A'
TOP=440.70
FL=438.54
CO-2
TOP=441.00
FL=440.09
CO-3
TOP=441.00
FL=440.09
CO-4
TOP=440.90
FL=439.98
CO-5
TOP=440.90
FL=439.98
CO-14
TYPE 'A'
TOP=440.60
FL=438.12
CO-9
TOP=440.60
FL=439.68
CO-8
TOP=440.60
FL=439.68
CO-7
TOP=440.80
FL=439.88
CO-6
TOP=440.80
FL=439.88
CO-10
TOP=440.70
FL=439.78
CO-11
TOP=440.70
FL=439.78
CO-12
TOP=440.80
FL=439.88
CO-13
TOP=440.80
FL=439.88
TOP=438.90
FL IN(6")=437.00
FL OUT=436.28
TOP=440.13
FL IN=436.01
FL OUT=436.01
TOP=439.75
FL IN=435.87
FL IN=435.87
FL OUT=435.87
TOP=439.63
FL IN(6")=437.00
FL OUT=436.10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
COLUMBARIUM UNDERDRAIN
CU105
DMLKK
N
SCALE: 1"=10'
10 200
LEGEND
NOTES:
TOP=21.0
FL=12.50
1. ALL UNDERDRAIN PIPE UNDER COLUMBARIUM SHALL BE 4" DIA.
PERFORATED PVC (4 ROWS OF HOLES IN THE LOWER PORTION OF THE
PIPE, OPENINGS TO UNDERSIDE OF PIPE, AND IN CONFORMANCE WITH
ASTM C700, UNLESS OTHERWISE STATED). ALL SOLID UNDERDRAIN PIPE
SHALL BE 6", UNLESS OTHERWISE STATED.
2. ALL CLEANOUTS ARE TYPE 'B' UNLESS OTHERWISE STATED. SEE SHEET
CU502.
3. FOR CLEANOUTS TYPE 'B', TOP ELEV. IS SHOWN 2" ABOVE CLEANOUT TOP.
PERF. UNDERDRAIN PIPE
SOLID UNDERDRAIN PIPE
CLEAN OUT (CO)
SURFACE SPOT ELEV.
INVERT OF PIPE
PIPE FLOW ARROW
SOUTH "B" STREET
S E
C T
I O
N
S E
C T
I O
N
VICINITY MAP
SCALE 1"=500'
SO
U
TH
"B" STR
EET
SO
U
TH
"D
" STR
EET
S O
U T
H
T
H
S
T R
E E
T
S O
U T
H
T
H
S
T R
E E
T
SO
U
TH
D
R
IVE
W E
I V
E
S O
U T
H
T
H
S
T R
E E
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SWS DETAILS
CU501
DMLKK
TYPE "A" CURB INLET
TYPE "B" CURB INLET
CURB OPENING
STORM DRAINAGE
MANHOLE FRAME & COVER
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
National Cemetery
Administration
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PROJECT MANAGER STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
BURIAL EXPANSION
FORT SMITH, ARKANSAS
847CM3019
N/A
BID DOCUMENTS
APRIL 3, 2020
SWS DETAILS
CU502
DMLKK
TYPE B CLEANOUT
TYPE A CLEANOUT
NYLOPLAST DRAIN BASIN DETAIL
NYLOPLAST INLINE DRAIN DETAIL
DRYWELL INSTALLATION
File details come from the government source that posted it. Updated .