815CM3041 LINC Bid Set Bk-04.pdf
PDF 20 MB Posted
- Solicitation number
- 36C78624B0005
About this file
This federal contract opportunity solicitation is for renovation, improvements, and repairs at the Long Island National Cemetery in Farmingdale, New York. The solicitation number is 36C78624B0005 and seeks a contractor to furnish all tools, labor, materials, equipment, and supervision to perform work described in the Statement of Work, Specifications and Drawings. The work includes facility renovation, improvements and repairs at the Long Island National Cemetery located at 2040 Wellwood Avenue in Farmingdale, New York. The issuing agency is the Department of Veterans Affairs National Cemetery Administration. The solicitation describes the location of the work and provides a high-level summary of the statement of work.
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ATIONAL
EMETERY
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Location
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
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ATIONAL
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Location
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Project No.
DRAWING NO.
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N C A
LEGEND
NOTES
NOT TO SCALE
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R
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5/22/23
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N C A
LEGEND
NOTES
NOT TO SCALE
KEY
3B
2X
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E E
R
AN
DRE C. MONNOT
104121
5/22/23
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ASPHALT PAVEMENT
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR91
91.00
M.E.
NEW PAVEMENT GRADE
MATCH EXISTING GRADE
NEW PAVEMENT SURFACE
DRAINAGE FLOW
LO
W
LO
W
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LO
W
LO
W
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
100.00
101.18
101.75
100.40
+0
SL
SL
SL
SL
SL
SL
SL
LOW
SL
SL
SL
SL
SL
SL
SL
SL
SL
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LO
WLOW
LOW
LOW
LOW
LOW
LOW
LO
W
LO
W
LO
W
LOW
LOW
LOW
LOW
LO
W
LO
W
LO
W
LO
W
LOW
LO
W
LOW
LOW
LOW
SL
SL
SL
SL
SL
SL
SL
SL
SL D
D
D
SL
SL
SL
SL
SL
SL
SL
LOW
90.85
91.44
91.02
90.60
91.00
91.13
91.00
91.20
91.00
90.25
89.85
90.00
89.68
89.83 M.E.
M.E.
89.58
89.55
90.07
90.89
91.05
90.98
M.E.
M.E.
M.E.
M.E.
91.23
91.24
91.15
91.00
90.70
90.45
91.00
90.86
91.14
91.30
91.27
91.2391.04
90.65
90.42
90.16
89.92
89.88
89.92
89.50
89.7289.60
89.65
89.50
89.67 M.E.
90.52
90.92
89.78
M.E.
M.E.
90.40
90.77
90.19
M .E.
M .E.
90.44 90.35
90.55
.2
89.92
90.32
90.60
90.80
0 10 20 40 60
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N C A
LEGEND
NOTES
NOT TO SCALE
KEY
3B
2X
2Z2Y
2W 3D
2S
2R
2Q
2D
3F
3C
2U
2T
2M
2K
H
J
C
D
N
O
M L
K A
B
G
F
2L
2P2N
2M2J
2E2G
2E2G
R
Q
P
Y Z
2A
X
V
T
US
2C
2B
2VW
3A
ST
ATE OF NEW YORK
LIC
E
N
SED
PROFESSIONAL ENG
IN
E E
R
AN
DRE C. MONNOT
104121
5/22/23
GRADING PLAN
WATER WELL AND
PUBLIC INFORMATION BLDG.
CG-104
3 GRADING PLAN - WATER WELL
SCALE: 1" = 10'-0"
4 GRADING PLAN - PUBLIC INFORMATION BLDG.
SCALE: 1" = 10'-0"
AutoCAD SHX Text
AutoCAD SHX Text
FRAME SHED
AutoCAD SHX Text
FRAME SHED
AutoCAD SHX Text
DC
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text T30
AutoCAD SHX Text E
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
AC
AutoCAD SHX Text C/O
AutoCAD SHX Text
GM
AutoCAD SHX Text V
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
1 STORY FRAME BUILDING
AutoCAD SHX Text
BUILDING FOOTPRINT AREA=1,015± S.F.
AutoCAD SHX Text
EAVE
AutoCAD SHX Text
EAVE
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
DC
AutoCAD SHX Text
DC
AutoCAD SHX Text T10
AutoCAD SHX Text T2
AutoCAD SHX Text T10
AutoCAD SHX Text T14
AutoCAD SHX Text T18
AutoCAD SHX Text T2
AutoCAD SHX Text
RD
AutoCAD SHX Text
RD
AutoCAD SHX Text
DS 93.87
AutoCAD SHX Text
BC 91.33
AutoCAD SHX Text
BC 90.93
AutoCAD SHX Text
BC 90.94
AutoCAD SHX Text
BC 90.96
AutoCAD SHX Text
BC 90.86
AutoCAD SHX Text
BC 90.85
AutoCAD SHX Text
BC 90.61
AutoCAD SHX Text
BC 90.18
AutoCAD SHX Text
BC 90.03
AutoCAD SHX Text
BC 89.70
AutoCAD SHX Text
BC 89.61
AutoCAD SHX Text
BC 90.25
AutoCAD SHX Text
BC 90.62
AutoCAD SHX Text
BC 90.85
AutoCAD SHX Text
BC 91.03
AutoCAD SHX Text
BC 90.95
AutoCAD SHX Text
BC 90.97
AutoCAD SHX Text
BC 90.96
AutoCAD SHX Text
BC 91.60
AutoCAD SHX Text
BC 91.60
AutoCAD SHX Text
BC 91.23
AutoCAD SHX Text
BC 91.20
AutoCAD SHX Text
BC 91.11
AutoCAD SHX Text
BC 90.82
AutoCAD SHX Text
BC 90.46
AutoCAD SHX Text
BC 90.81
AutoCAD SHX Text
BC 91.04
AutoCAD SHX Text
BC 91.10
AutoCAD SHX Text
BC 91.23
AutoCAD SHX Text
BC 91.39
AutoCAD SHX Text
BC 91.58
AutoCAD SHX Text
BC 91.25
AutoCAD SHX Text
BC 91.11
AutoCAD SHX Text
BC 91.05
AutoCAD SHX Text
BC 90.74
AutoCAD SHX Text
BC 90.73
AutoCAD SHX Text
BC 90.70
AutoCAD SHX Text
BC 90.70
AutoCAD SHX Text
BC 90.27
AutoCAD SHX Text
BC 90.13
AutoCAD SHX Text
BC 89.86
AutoCAD SHX Text
BC 89.67
AutoCAD SHX Text
BC 89.93
AutoCAD SHX Text
BC 89.95
AutoCAD SHX Text
BC 89.71
AutoCAD SHX Text
BC 89.75
AutoCAD SHX Text
BC 89.91
AutoCAD SHX Text 91.08
AutoCAD SHX Text
BW 91.43
AutoCAD SHX Text
BW 91.30
AutoCAD SHX Text
BW 91.07
AutoCAD SHX Text
BW 91.16
AutoCAD SHX Text
BW 91.96
AutoCAD SHX Text
BW 91.99
AutoCAD SHX Text
BW 91.98
AutoCAD SHX Text
BW 91.92
AutoCAD SHX Text
BW 91.84
AutoCAD SHX Text
BW 91.85
AutoCAD SHX Text
BW 91.78
AutoCAD SHX Text 90.64
AutoCAD SHX Text 90.59
AutoCAD SHX Text 91.74
AutoCAD SHX Text 91.76
AutoCAD SHX Text 89.67
AutoCAD SHX Text 90.31
AutoCAD SHX Text 90.27
AutoCAD SHX Text 89.92
AutoCAD SHX Text 90.30
AutoCAD SHX Text 90.35
AutoCAD SHX Text 89.80
AutoCAD SHX Text 90.01
AutoCAD SHX Text 90.35
AutoCAD SHX Text 90.56
AutoCAD SHX Text 90.89
AutoCAD SHX Text 90.75
AutoCAD SHX Text 90.94
AutoCAD SHX Text 90.03
AutoCAD SHX Text 90.06
AutoCAD SHX Text 90.19
AutoCAD SHX Text 89.97
AutoCAD SHX Text 90.67
AutoCAD SHX Text 90.81
AutoCAD SHX Text 91.14
AutoCAD SHX Text 91.48
AutoCAD SHX Text 91.61
AutoCAD SHX Text 91.56
AutoCAD SHX Text 92.31
AutoCAD SHX Text 92.33
AutoCAD SHX Text 91.05
AutoCAD SHX Text 93.44
AutoCAD SHX Text 91.52
AutoCAD SHX Text 91.63
AutoCAD SHX Text 92.19
AutoCAD SHX Text 85.50
AutoCAD SHX Text 91.96
AutoCAD SHX Text 92.02
AutoCAD SHX Text 91.09
AutoCAD SHX Text 91.02
AutoCAD SHX Text 91.07
AutoCAD SHX Text 90.53
AutoCAD SHX Text 91.30
AutoCAD SHX Text 90.71
AutoCAD SHX Text
TC 91.16
AutoCAD SHX Text
TC 91.16
AutoCAD SHX Text
TC 91.21
AutoCAD SHX Text
TC 91.12
AutoCAD SHX Text
TC 91.19
AutoCAD SHX Text
TC 90.85
AutoCAD SHX Text
TC 90.44
AutoCAD SHX Text
TC 90.36
AutoCAD SHX Text
TC 90.02
AutoCAD SHX Text
TC 89.90
AutoCAD SHX Text
TC 90.51
AutoCAD SHX Text
TC 90.86
AutoCAD SHX Text
TC 91.11
AutoCAD SHX Text
TC 91.34
AutoCAD SHX Text
TC 91.22
AutoCAD SHX Text
TC 91.23
AutoCAD SHX Text
TC 91.23
AutoCAD SHX Text
TC 91.75
AutoCAD SHX Text
TC 91.77
AutoCAD SHX Text
TC 91.61
AutoCAD SHX Text
TC 91.41
AutoCAD SHX Text
TC 91.47
AutoCAD SHX Text
TC 91.07
AutoCAD SHX Text
TC 90.78
AutoCAD SHX Text
TC 91.10
AutoCAD SHX Text
TC 91.37
AutoCAD SHX Text
TC 91.39
AutoCAD SHX Text
TC 91.58
AutoCAD SHX Text
TC 91.81
AutoCAD SHX Text
TC 91.70
AutoCAD SHX Text
TC 91.62
AutoCAD SHX Text
TC 91.41
AutoCAD SHX Text
TC 91.32
AutoCAD SHX Text
TC 91.07
AutoCAD SHX Text
TC 90.97
AutoCAD SHX Text
TC 90.94
AutoCAD SHX Text
TC 90.99
AutoCAD SHX Text
TC 90.63
AutoCAD SHX Text
TC 90.41
AutoCAD SHX Text
TC 90.13
AutoCAD SHX Text
TC 90.03
AutoCAD SHX Text
TC 90.19
AutoCAD SHX Text
TC 90.19
AutoCAD SHX Text
TC 89.96
AutoCAD SHX Text
TC 90.05
AutoCAD SHX Text
TC 90.24
AutoCAD SHX Text
TW 92.17
AutoCAD SHX Text
TW 93.47
AutoCAD SHX Text
TW 93.42
AutoCAD SHX Text
TW 93.47
AutoCAD SHX Text
TW 94.82
AutoCAD SHX Text
TW 94.85
AutoCAD SHX Text
TW 94.87
AutoCAD SHX Text
TW 94.85
AutoCAD SHX Text
TW 93.07
AutoCAD SHX Text
TW 93.13
AutoCAD SHX Text
TW 91.78
AutoCAD SHX Text
BW 91.72
AutoCAD SHX Text
TW 91.87
AutoCAD SHX Text
TW 93.93
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text I
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AutoCAD SHX Text A
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AutoCAD SHX Text E
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AutoCAD SHX Text E
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AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
LOW
LOW
LOW
LOW
LO
W
LO
W
LO
W
LOW
LOW
LOW
LOW
LO
D
D
D
INV. 87.50 (12" SE)
INV. 87.50 (12" W)
NEW CATCH BASIN
N: 213151.19
E: 1150507.74
TOP 89.55
BOS. 86.50
CB-1
INV. 87.30 (12" NW)
INV. 87.30 (12" SE)
NEW CATCH BASIN
N: 213138.28
E: 1150521.52
TOP 89.50
BOS. 86.30
CB-2
12" N-12 HDPE x 19 LF
INV. 87.05 (12" E)
NEW CATCH BASIN
N: 213193.28 E: 1150555.79
TOP 89.88
BOS. 86.05
CB-4
12" N-12 HDPE x 3 LF
12" N-12 HDPE x 3 LF
12" N-12 HDPE x 11 LF
TIE NEW PIPE TO EXISTING
DRAINAGE STRUCTURE
(FIELD VERIFY ELEV.)
TIE NEW PIPE TO EXISTING
DRAINAGE STRUCTURE
(FIELD VERIFY ELEV.)
TIE NEW PIPE TO
EXISTING DRAINAGE PIPE
(FIELD VERIFY ELEV.)
EXISTING DRAIN
INLET TO REMAIN
INV. 82.00 (12" W)
INV. 82.00 (12" E)
NEW INFILTRATION BASIN
N: 213140.63 E: 1150534.92
TOP 90.05
BOS. 81.00
IB-2
12" N-12 HDPE x 12 LF
INV. 84.20 (12" NE)
INV. 84.20 (12" W)
NEW DRAIN MANHOLE
N: 213139.95 E: 1150546.14
TOP 90.05
BOS. 84.20
MH-01
12" N-12 HDPE x 4 LF
12" N-12 HDPE x 11 LF
INV. 82.45 (12" SW)
NEW INFILTRATION BASIN
N: 213281.07 E: 1150537.53
TOP 91.50
BOS. 81.45
IB-312" N-12 HDPE x 7 LF
INV. 87.20 (12" SW)
NEW CATCH BASIN
N: 213143.92 E: 1150548.25
TOP 89.50
BOS. 86.20
CB-3
INV. 87.45 (12" NE)
NEW CATCH BASIN
N: 213277.56 E: 1150530.90
TOP 90.45
BOS. 86.45
CB-5
EXISTING DRAINAGE
STRUCTURE TO REMAIN
LIMITS OF WORKLOW
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
LO
W
LO
W
LOWLOW
LOW
LOW
LOW
LOW
LOW LO
W
LO
W
NEW INFILTRATION BASIN
N: 216240.65 E: 1149787.29
TOP 100.40
BOS. 91.40
IB-1
6" WELL PIPING DRAIN
(SEE IRRIGATION SHEETS)
DRAINAGE PIPE (FLOW DIRECTION)
D
CS-202
CS-201
NEW CATCH BASIN
1 & 4
CS-201
NEW DRAINAGE STRUCTURE
0 10 20 40 60
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N C A
LEGEND
NOTES
NOT TO SCALE
KEY
3B
2X
2Z2Y
2W 3D
2S
2R
2Q
2D
3F
3C
2U
2T
2M
2K
H
J
C
D
N
O
M L
K A
B
G
F
2L
2P2N
2M2J
2E2G
2E2G
R
Q
P
Y Z
2A
X
V
T
US
2C
2B
2VW
3A
ST
ATE OF NEW YORK
LIC
E
N
SED
PROFESSIONAL ENG
IN
E E
R
AN
DRE C. MONNOT
104121
5/22/23
STORMWATER MANAGEMENT
PLAN
CS-101
1. ALL STORM SEWER INSTALLATION SHALL BE DONE IN ACCORDANCE
WITH MANUFACTURER STANDARDS AND SPECIFICATIONS.
2. STORM SEWER DISCHARGE SHALL BE DIVERTED FROM THE
STORMWATER MANAGEMENT DEVICE UNTIL SUCH TIME AS ALL
DRAINAGE AREAS ARE STABILIZED.
1 STORMWATER MANAGEMENT PLAN - PUBLIC INFORMATION CENTER
SCALE: 1" = 10'-0"
2 STORMWATER MANAGEMENT PLAN - WATER WELL
SCALE: 1" = 10'-0"
AutoCAD SHX Text
AC
AutoCAD SHX Text
GM
AutoCAD SHX Text
RD
AutoCAD SHX Text
RD
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
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AutoCAD SHX Text C
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AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
PIPE
CONCRETE WALL
VOID FILLED WITH NON-SHRINK
EPOXY GROUT, DESIGNED BY
MANUFACTURER FOR H2S
EXPOSURE
LINK SEAL
MODEL NO. LS-400 (FOR D.I PIPE)
WITH 316 S.S HARDWARE
PIPE ℄
CAST OR CORE DRILLED HOLE
TO A DIAMETER RECOMMENDED
BY LINK SEAL MANUFACTURER
PR
E-
CA
ST
S
TO
RM
LE
AC
HI
N G
RI
N
G
SE
E
CS
-1
F
O R
EL
EV
AT
IO
N
5'-0" I.D. (IB-1)
8'-0" I.D. (IB-2 & IB-3)
2'-0"
STANDARD
ECCENTRIC CONE
SECTION
1' -0
N.Y.S.D.O.T. SECTION 620
D50=6 STONE FILLING
6" OF #57
STONE
8"
EXISTING GRADE
2'-0"
Ø 6'-7" (IB-1)
Ø9'-7" (IB-2 & IB-3)
CAST IN PLACE
BOTTOM SLAB 2'-0"Ø 2'-7" (IB-1)
Ø5'-7" (IB-2 & IB-3)
NEENAH FOUNDRY
2370 FRAME AND
GRATE
CO
O
RD
IN
AT
E
W
IT
H
IR
RI
GA
TI
O
N
AN
D
ST
O
RM
W
AT
ER
PL
AN
S
#4 BARS AT 6" O.C.
(EACH WAY)
GEOTEXTILE FABRIC MIRAFI
140N OR APP'D EQUAL
12" #57 STONE
COMPACTED IN 12" LIFTS
6"
1'-0"
(TYP.)
CENTER DRAIN
PIPE WALL
PENETRATION (SEE
DETAIL THIS DWG.)
DRAIN PIPE
6" (IB-1)
12" (IB-2 & IB-3)
NEENAH FOUNDRY
2370 FRAME AND
GRATE
DRAINANGE MANHOLE PLAN
NOT TO SCALE
STANDARD M.H. SCHEDULE
6'-4"10" - 24"
"A" (DIA.OF PIPE) "C"
C/L
C/L
9"
B
9"
PRECAST
CONCRETE
BOX
PIPE
PI
PE
PIPE
C
4'-0" "B"
6'-10"27" - 30" 4'-6" 7'-4"36" 5'-0"
DRAINANGE MANHOLE ELEVATION
NOT TO SCALE
VULCAN FOUNDRY CORP. V-1501 OR
APPROVED EQUAL WITH THE WORD
"DRAIN" CAST IN COVER.
NOTE:
WHENEVER THE NUMBER OF OR SIZE OF
PIPES OR DEPTH OF MANHOLE MAKE IT
IMPRACTICAL OR IMPOSSIBLE TO
CONSTRUCT A SOUND M.H. TO THE
DIMENSIONS OR SHAPE SHOWN. THE
CONTRACTOR SHALL CONSTRUCT A
REINFORCED CONCRETE MANHOLE IN
ACCORDANCE WITH THE DRAWING OF THE
DOTD FOR THE CONDITIONS TO BE MET. THE
CONTRACTOR SHALL INCLUDE THE PRICE FOR
THESE SPECIAL MANHOLES IN HIS PRICE BID
FOR THE WORK AND NO EXTRA WILL BE PAID
FOR THEIR CONSTRUCTION WHEN REQUIRED.
PRECAST CONCRETE BOX
3,000 PSI CONC.COMPACTED CRUSHED
LIMESTONE BEDDING
VA
RI
ES
A
32 5/8"
PI
PE
2 1/2"
A
B
8"
6"
TY
P
8"
NO. 4 BARS AT 6" O.C.
STEPS AT 15"+ O.C.
12" O.C. HORIZ.
2"
9"9"
4"
KNIFE IN BACKFILL FOR SUPPORT UNDER
HAUNCHES UP TO SPRINGLINES
4"
BEDDING
(SEE SPECS)
FINAL
BACKFILL
(SEE SPECS)
INITIAL
BACKFILL
(SEE SPECS)
SUITABLE
SUBGRADE
SPRINGLINE
NOTE:
LOOSELY PLACE BEDDING IN MIDDLE
THIRD OF PIPE O.D. COMPACT
REMAINDER TO 95% MAX DENSITY
(ASTM, D1997)
STORM DRAIN PIPE TRENCH
N.T.S.
FINISHED GRADE
HA
U
N
CH
PIPE O.D.
TRENCH WIDTH (SEE TABLE)
PIPE DIA. TRENCH
WIDTH
12" 36" (MIN.)
CATCH BASIN PLAN
NOT TO SCALE
6"
1/ 2"
GUTTER LINE
BACK OF
CURB
NEENAH FOUNDRY
R-3501-E2 INLET FOR ROLL
TYPE CURB
1'-0"2'-0"
#4 BAR
1'-0" 2'-0"
EDGE OF ASPHALT PAVEMENT
MOUNTABLE
CURB & GUTTER
6"
3/4" EXPANSION JOINT
FLANGE OF
CATCH BASIN
CATCH BASIN ELEVATION
NOT TO SCALE
GUTTER LINE AT
CATCH BASIN
TOP OF CURB
PAVEMENT
THICKNESS
3/4" EXPANSION
MATERIAL
PRECAST
CONCRETE BOX
NEENAH FOUNDRY
R-3501-E2 INLET FOR ROLL
TYPE CURB
3,000 PSI CONC.
#4 BARS AT 6" O.C.
(EACH WAY)
8"
6"
TYP
6" OF #57 STONE
3"11"
MOUNTABLE
CURB & GUTTER
2'-9"
1'-5"
6" OF #57 STONE
6"
CATCH BASIN SECTION
NOT TO SCALE
3,000 PSI CONC.
#4 BARS AT 6" O.C.
(EACH WAY)
8"
NEENAH FOUNDRY
R-3501-E2 INLET FOR ROLL
TYPE CURB
DE
PT
H
VA
RI
ES
(S
EE
P
LA
N S
HT
S
FO
R
IN
VE
RT
D
EP
TH
S)
1'-5" 8"
TYP
TOP OF CURB
2'-9"
1'-7 1/4"
6"
TYP
7 1/2"
10 1/2"
GUTTERLINE
C L
PRECAST
CONCRETE BOX
CROSS DRAIN PIPE
6"
1' -0
6" OF #57
STONE
6"
3"11"
#4 BARS AT 6" O.C.
Notes:
1. DRAIN PIPE SHALL BE DUAL WALLED CORRUGATED PE WITH SMOOTH
WATERWAY FOR COUPLING JOINTS (BELL AND SPIGOT). PIPE SHALL BE
PRODUCED FROM PE CERTIFIED BY THE RESIN PRODUCER AS MEETING THE
REQUIREMENTS OF ASTM D3350, MINIMUM CELL CLASS 335434C. JOINTS SHALL
BE MADE WATER TIGHT USING PVC OR PE COUPLING AND RUBBER GASKETS AS
RECOMMENDED BY PIPE MANUFACTURER. GASKETS SHALL CONFORM TO ASTM
F477. STANDARD OF QUALITY IS N-12 PIPE, MANUFACTURED BY ADS.
2. JOIN DISSIMILAR PIPE MATERIALS WITH ELASTOMERIC OR RUBBER SHIELDED
COUPLINGS, CORROSION RESISTANT OUTER SHIELD OF FULL COUPLING LENGTH,
AND CORROSION RESISTANT METAL TENSION BAND AND TIGHTENING
MECHANISM.
3. PRECAST CONCRETE STRUCTURES SHALL BE ASTM C478, JOINTS SEALED WITH
ASTM C990 BITUMEN OR BUTYL RUBBER. PROVIDE LEVELING RINGS FOR
CASTINGS TO ACHIEVE FINISHED ELEVATION, FLUSH WITH PAVEMENT, CURB, OR
GROUND.
4. SUBMIT COMPLETE SHOP DRAWINGS TO COR FOR APPROVAL PRIOR TO
MATERIAL ORDER.
5. CONTRACTOR SHALL BE RESPONSIBLE TO EXCAVATE AT LOCATION OF DRAIN
STRUCTURES AND DRAIN TIE-INS TO VERIFY EXISTING DRAIN PIPE DEPTHS AND
DIMENSIONS. SUBMITTAL APPROVAL BY COR DOES NOT RELIEVE
CONTRACTOR'S TOTAL RESPONSIBILITY TO PROVIDE COMPLETE AND USABLE
PROJECT. REMOVE, RECONSTRUCT, OR PROVIDE REPLACEMENT STRUCTURES AT
NO ADDITIONAL COST TO THE GOVERNMENT IF EXPLORATION WAS
INADEQUATE, OR IF STRUCTURES ARE DAMAGED OR DEFECTIVE.
6. PIPE BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE SHAPED,
COMPACTED, AND INSTALLED ACCORDING TO ASTM 2321.
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
ACM MPM
May 22, 2023
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N C A
ST
ATE OF NEW YORK
LIC
E
N
SED
PROFESSIONAL ENG
IN
E E
R
AN
DRE C. MONNOT
104121
5/22/23
STORMWATER MANAGEMENT
DETAILS
CS-201
3 STANDARD PIPE WALL PENETRATION DETAIL
SCALE: N.T.S.
2 INFILTRATION BASIN DETAIL
SCALE: 1" = 20'-0"
1 INFILTRATION BASIN PLAN VIEW
SCALE: 1" = 20'-0"
AutoCAD SHX Text U
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PRIME CONSULTANT
CONSULTANTS
M
M
M
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M M
M
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M
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S
S
S S
ISO
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ISO
ISO
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O
ISO
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IS
O
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
DRECEPTACLE
DHYDRANT
DHYDRANT
DHYDRANT
3B
2X
2Z
2Y
2W 3D
3C3A
Mall Dr.
West Sixth Dr. East Sixth Dr.
W es te rn
D r.
Northern Dr.
C o l o n i a l
S p r i n g s
R o a d
P i n e l a w n a d
Rostrum Dr. W
. Ro st ru m
D r.
E.
Outer Mall Dr.
2U
2P2N
2S 3F
DHYDRANT
D HYDRANT, PAD
DHYDRANT
DHYDRANT, PAD
D HYDRANT
DRECEPTACLE
DHYDRANT
DHYDRANT
DHYDRANT, PAD
DHYDRANT, PAD, SALVAGE RECEPTACLES
DHYDRANT, PAD
DHYDRANT, PAD
DHYDRANT, PAD
DHYDRANT, PAD
D HYDRANT
DHYDRANT, BOLLARDS, PAD
1. FOR PAVEMENT AND CURB & GUTTER DEMOLITION, REFER TO
CD-x PLANS.
2. REFER TO ARCHITECTURAL AND MEP PLANS FOR ADDITIONAL
DEMOLITION REQUIREMENTS.
3. REFER TO 01 56 39 & 4/LS-401 FOR WORK WITHIN OR
ADJACENT TO TREE PROTECTION ZONES.
4. PROVIDE CONSTRUCTION FENCING PER 01 00 02, GI-103 &
3/LS-401 & SEDIMENT LOGS PER 01 57 19 AND CE-x DETAILS, AS
APPROVED BY COR. FLAG LOCATIONS IN FIELD FOR COR'S
APPROVAL PRIOR TO ERECTING. DO NOT BLOCK ROADS OR
SIDEWALKS UNLESS APPROVED BY COR IN WRITING. MAINTAIN
UNTIL WORK IS COMPLETE.
5. DEMOLITION OF SITE SIGNS INCLUDES REMOVAL OF RELATED
CONCRETE FOOTINGS AND CONCRETE SLABS WHERE THEY
OCCUR, UNLESS OTHERWISE INDICATED.
6. FOR SIGNS TO BE DEMOLISHED THAT ARE SET IN CONCRETE SLAB,
SAWCUT SIGNS AND GRIND SMOOTH, FLUSH W/ PAVEMENT. DO
NOT DAMAGE OR MAR PAVEMENT.
7. DEMOLITION OF HYDRANTS INCLUDES SAWCUT & REMOVAL OF
UNUSED PIPE; REMOVAL OF RELATED BOLLARDS, CONCRETE
FOOTINGS, SLABS, DRAINS, AND APPURTENANCES WHERE THEY
OCCUR. REUSE EXISTING ISOLATION VALVES (ICV), UNLESS
OTHERWISE INDICATED.
8. DEMOLITION OF RECEPTACLES INCLUDES RELATED CONCRETE
FOOTINGS AND SLABS WHERE THEY OCCUR. SALVAGE AND REUSE
RECEPTACLES WHERE INDICATED & AS APPROVED BY COR.
9. WORK INCLUDES DEMOLITION OF ALL SECTION MONUMENTS &
STREET NAME SIGNS, WHETHER INDICATED ON PLANS OR NOT.
10. REFER TO LD-201 FOR TYPICAL ITEMS TO BE DEMOLISHED AND TO
REMAIN.
11. DO NOT REMOVE EXISTING SIGNS, SECTION MARKERS, AND YARD
HYDRANTS UNTIL CORRESPONDING NEW UNITS ARE APPROVED
AND READY FOR IMMEDIATE INSTALLATION. REMOVE ONLY
THOSE UNITS THAT WILL BE REPLACED BY THE END OF EACH DAY,
UNLESS OTHERWISE DIRECTED BY COR.
80 SCALE
EXISTING TREE TO REMAIN
EX. PERIMETER HEADSTONES; DOES NOT
INDICATE INTERIOR HEADSTONES
S EXISTING SIGN TO REMAIN
D DEMOLISH ITEM SPECIFIED
DEMOLISH SECTION MONUMENT
DEMOLISH STREET SIGN
NOTES
M
S
S EXISTING SIGN TO REMAIN
EXISTING BURIED UTILITY LINE
LEGEND
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
Final Construction Documents - Issued for Construction
NOT TO SCALE
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0 40 80 160 240
SITE DEMOLITION PLAN
LD-101
SITE DEMOLITION TAKEOFFS
(APPLIES TO LD-x SHEETS)
ITEM QUANTITY* ADDITIONAL**
BOLLARD 31 3
HYDRANT 51 5
HYDRANT PAD 18 2
IRRIGATION CONTROL VALVE
(ICV) 1 1
RECEPTACLE 8 1
SECTION MONUMENTS 189 20
SITE SIGNS 6 1
STREET SIGNS 70 7
*CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES IN THE FIELD AS A BASIS FOR
BID PRICE.
**INCLUDE AN ALLOWANCE TO PROVIDE ADDITIONAL DEMOLITION QUANTITIES
INDICATED, INDEPENDENT OF THOSE OTHERWISE INDICATED.
G
L I N C
F a c R e n C M C a d d o c s
L D
S i t e d e m o d w g
P M
T D
S t d D W G
T o
P D F p c
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CONSULTANTS
m.melendez Andre NY
S
S
S
M
M M
M
M
M M
M
M
M
M
M
M
S
S
S
S
S
M
M
M M
M
IS
O
IS
O
ISO
ISO
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ISO
MATCHLINE
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M
AT
CH
LI
N E
M
AT
CH
LI
N E
DDIRECTIONAL SIGN
D MAP SIGN
ISO
ISO
DICV, HYDRANT, PAD
2U
2T
2M
2K
H
2L
2N
2J
M al l Dr
. W
West Second Dr.
West Third Dr.
West Fourth Dr.
West Fifth Dr.
W es te rn
D r.
D CONCRETE PAD
D HYDRANT, BOLLARDS
D HYDRANT, BOLLARDS
D CONCRETE PAD
D HYDRANT, BOLLARDS, PAD
D HYDRANT, BOLLARDS D HYDRANT, BOLLARDS
D HYDRANT, BOLLARDS
D HYDRANT, BOLLARDS, PAD
D HYDRANT, BOLLARDS
CO
LM
BA
RI
U M
A
D SIDEWALKS - REFER TO CIVIL
1. FOR PAVEMENT AND CURB & GUTTER DEMOLITION, REFER TO
CD-x PLANS.
2. REFER TO ARCHITECTURAL AND MEP PLANS FOR ADDITIONAL
DEMOLITION REQUIREMENTS.
3. REFER TO 01 56 39 & 4/LS-401 FOR WORK WITHIN OR
ADJACENT TO TREE PROTECTION ZONES.
4. PROVIDE CONSTRUCTION FENCING PER 01 00 02, GI-103 &
3/LS-401 & SEDIMENT LOGS PER 01 57 19 AND CE-x DETAILS, AS
APPROVED BY COR. FLAG LOCATIONS IN FIELD FOR COR'S
APPROVAL PRIOR TO ERECTING. DO NOT BLOCK ROADS OR
SIDEWALKS UNLESS APPROVED BY COR IN WRITING. MAINTAIN
UNTIL WORK IS COMPLETE.
5. DEMOLITION OF SITE SIGNS INCLUDES REMOVAL OF RELATED
CONCRETE FOOTINGS AND CONCRETE SLABS WHERE THEY
OCCUR, UNLESS OTHERWISE INDICATED.
6. FOR SIGNS TO BE DEMOLISHED THAT ARE SET IN CONCRETE SLAB,
SAWCUT SIGNS AND GRIND SMOOTH, FLUSH W/ PAVEMENT. DO
NOT DAMAGE OR MAR PAVEMENT.
7. DEMOLITION OF HYDRANTS INCLUDES SAWCUT & REMOVAL OF
UNUSED PIPE; REMOVAL OF RELATED BOLLARDS, CONCRETE
FOOTINGS, SLABS, DRAINS, AND APPURTENANCES WHERE THEY
OCCUR. REUSE EXISTING ISOLATION VALVES (ICV), UNLESS
OTHERWISE INDICATED.
8. DEMOLITION OF RECEPTACLES INCLUDES RELATED CONCRETE
FOOTINGS AND SLABS WHERE THEY OCCUR. SALVAGE AND REUSE
RECEPTACLES WHERE INDICATED & AS APPROVED BY COR.
9. WORK INCLUDES DEMOLITION OF ALL SECTION MONUMENTS &
STREET NAME SIGNS, WHETHER INDICATED ON PLANS OR NOT.
10. REFER TO LD-201 FOR TYPICAL ITEMS TO BE DEMOLISHED AND TO
REMAIN.
11. DO NOT REMOVE EXISTING SIGNS, SECTION MARKERS, AND YARD
HYDRANTS UNTIL CORRESPONDING NEW UNITS ARE APPROVED
AND READY FOR IMMEDIATE INSTALLATION. REMOVE ONLY
THOSE UNITS THAT WILL BE REPLACED BY THE END OF EACH DAY,
UNLESS OTHERWISE DIRECTED BY COR.
80 SCALE
EXISTING TREE TO REMAIN
EX. PERIMETER HEADSTONES; DOES NOT
INDICATE INTERIOR HEADSTONES
S EXISTING SIGN TO REMAIN
D DEMOLISH ITEM SPECIFIED
DEMOLISH SECTION MONUMENT
DEMOLISH STREET SIGN
NOTES
M
S
S EXISTING SIGN TO REMAIN
EXISTING BURIED UTILITY LINE
LEGEND
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
Final Construction Documents - Issued for Construction
NOT TO SCALE
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F a c R e n C M C a d d o c s
L D
S i t e d e m o d w g
P M
T D
S t d D W G
T o
P D F p c
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AC
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PRIME CONSULTANT
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CONSULTANTS
SS
S
M M
M
M
M M M
M
M
M
M
M
M
M
M
M
M
M M
M
M
M
M M
M M
M
S
S S
S
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S
ISO
ISO
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
M
AT
CH
LI
N E
M
AT
CH
LI
N E
2S
2R
2Q
2D
3F
2P
2H
T
2C
Cross Dr.
Ce nt ra l D r.
East Second Dr.
East Third Dr.
East Fourth Dr.
East Fifth Dr.
Eastern Dr.
M al l Dr
. E
D RECEPTACLE
D HYDRANT
D RECEPTACLE
D HYDRANT
D RECEPTACLE
D HYDRANT, BOLLARD
D RECEPTACLE
D HYDRANT
D HYDRANT, BOLLARDS
D SALVAGE RECEPTACLES
D HYDRANT, BOLLARDS, PAD
D HYDRANT, BOLLARDS, PAD
D HYDRANT, BOLLARDS
DHYDRANT
D HYDRANT, BOLLARDS, PAD
D HYDRANT
CO
LM
BA
RI
U M
A
DHYDRANT, BOLLARDS
DHYDRANT, BOLLARDS
1. FOR PAVEMENT AND CURB & GUTTER DEMOLITION, REFER TO
CD-x PLANS.
2. REFER TO ARCHITECTURAL AND MEP PLANS FOR ADDITIONAL
DEMOLITION REQUIREMENTS.
3. REFER TO 01 56 39 & 4/LS-401 FOR WORK WITHIN OR
ADJACENT TO TREE PROTECTION ZONES.
4. PROVIDE CONSTRUCTION FENCING PER 01 00 02, GI-103 &
3/LS-401 & SEDIMENT LOGS PER 01 57 19 AND CE-x DETAILS, AS
APPROVED BY COR. FLAG LOCATIONS IN FIELD FOR COR'S
APPROVAL PRIOR TO ERECTING. DO NOT BLOCK ROADS OR
SIDEWALKS UNLESS APPROVED BY COR IN WRITING. MAINTAIN
UNTIL WORK IS COMPLETE.
5. DEMOLITION OF SITE SIGNS INCLUDES REMOVAL OF RELATED
CONCRETE FOOTINGS AND CONCRETE SLABS WHERE THEY
OCCUR, UNLESS OTHERWISE INDICATED.
6. FOR SIGNS TO BE DEMOLISHED THAT ARE SET IN CONCRETE SLAB,
SAWCUT SIGNS AND GRIND SMOOTH, FLUSH W/ PAVEMENT. DO
NOT DAMAGE OR MAR PAVEMENT.
7. DEMOLITION OF HYDRANTS INCLUDES SAWCUT & REMOVAL OF
UNUSED PIPE; REMOVAL OF RELATED BOLLARDS, CONCRETE
FOOTINGS, SLABS, DRAINS, AND APPURTENANCES WHERE THEY
OCCUR. REUSE EXISTING ISOLATION VALVES (ICV), UNLESS
OTHERWISE INDICATED.
8. DEMOLITION OF RECEPTACLES INCLUDES RELATED CONCRETE
FOOTINGS AND SLABS WHERE THEY OCCUR. SALVAGE AND REUSE
RECEPTACLES WHERE INDICATED & AS APPROVED BY COR.
9. WORK INCLUDES DEMOLITION OF ALL SECTION MONUMENTS &
STREET NAME SIGNS, WHETHER INDICATED ON PLANS OR NOT.
10. REFER TO LD-201 FOR TYPICAL ITEMS TO BE DEMOLISHED AND TO
REMAIN.
11. DO NOT REMOVE EXISTING SIGNS, SECTION MARKERS, AND YARD
HYDRANTS UNTIL CORRESPONDING NEW UNITS ARE APPROVED
AND READY FOR IMMEDIATE INSTALLATION. REMOVE ONLY
THOSE UNITS THAT WILL BE REPLACED BY THE END OF EACH DAY,
UNLESS OTHERWISE DIRECTED BY COR.
80 SCALE
EXISTING TREE TO REMAIN
EX. PERIMETER HEADSTONES; DOES NOT
INDICATE INTERIOR HEADSTONES
S EXISTING SIGN TO REMAIN
D DEMOLISH ITEM SPECIFIED
DEMOLISH SECTION MONUMENT
DEMOLISH STREET SIGN
NOTES
M
S
S EXISTING SIGN TO REMAIN
EXISTING BURIED UTILITY LINE
LEGEND
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
Final Construction Documents - Issued for Construction
NOT TO SCALE
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