803CM3014 Bath NC Exp Dwg Bk 02 13-31.pdf
PDF 19 MB Posted
- Attached to
- Y1PZ--BATH NATIONAL CEMETERY GRAVESITE EXPANSION, PHASE 1, CONSTRUCTION PROJECTS PROJECT NO. 803CM3014
- Solicitation number
- 36C78621B0020
About this file
This pre-solicitation notice is for a firm fixed-price construction contract to provide gravesite expansion at the Bath National Cemetery in Bath, New York. The contract value is estimated between $2 million to $5 million with a 240 calendar day performance period. The solicitation will utilize an electronic bid submission process with bids due by September 10, 2021. The contract is set aside for Service-Disabled Veteran Owned Small Businesses, who must be verified in Vendor Information Pages database. The scope of work entails providing all labor, equipment, materials and supervision to construct the gravesite expansion in accordance with provided plans, specifications and drawings. Bidders must register in SAM, BetaSAM, VetBiz, and Vets100 databases to be eligible for award. Any questions must be submitted to the contracting officer by email.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
L
O
W
L O
W
LOWLOWLOWLOWLOWL
O
W
L O
W
L O
W
L O
W
L
O
W
EXISTING TREE TO BE
REMOVED (SEE NOTE 3)
EXISTING TREE TO BE
REMOVED (SEE NOTE 3)
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
EXISTING GRADE CONTOUR
LIMITS OF WORKLOW
TPF
TREE PROTECTION FENCE
DEMOLITION PLAN - NORTH
CD-101
0 10 20 40 60
LEGEND
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
NOTES
MM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
KEY
ACM
1. CONTRACTOR SHALL EMPLOY A NEW YORK STATE REGISTERED
WELL DRILLER TO GROUT, SEAL, AND ABANDON THE EXISTING
WATER WELL IN ACCORDANCE WITH NYS DEPT. OF
ENVIRONMENTAL CONSERVATION REQUIREMENTS. SUBMIT
WATER WELL ABANDONMENT AND DECOMMISSIONING
REPORT. CONTACT LOCAL MUNICIPAL AUTHORITY PRIOR TO
WORK, AND OBTAIN ALL NECESSARY PERMITS.
2. MAINTAIN AN ADEQUATE OUTFALL FOR THE EXISTING UNDER
DRAIN UNTIL SUCH TIME THAT IT CAN BE TIED INTO THE NEW
PAVEMENT UNDER DRAIN SYSTEM.
3. EXISTING TREE REMOVAL SHALL INCLUDE STUMP REMOVAL.
4. REMOVE EXISTING BENCH AND STORE ON SITE AND PROTECT
FOR REINSTALLATION. DEMOLISH AND REMOVE CONCRETE
PAD AND SUB-BASE.
5. SAWCUT EXISTING PAVEMENT TO MAKE NEAT VERTICAL
JOINT WHERE ADJACENT TO NEW PAVEMENT SURFACE.
6. ALL ACCESS SHALL BE FROM TEMPORARY CONSTRUCTION
ENTRANCE.
W
L O
W
L O
W
L O
W
L
O
W
LO
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
WT
P
F
T
P
F
T
P
F
T P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
LO
W
T
P
F
T P
F
T
P
F
EXISTING TREES TO BE
REMOVED (SEE NOTE 3)
EXISTING PAVEMENT
UNDER DRAIN (SEE NOTE 2)
EXISTING TREES TO BE
REMOVED (SEE NOTE 3)
(SEE NOTE 4)
EXISTING WELL TO BE
REMOVED (SEE NOTE 1)
EXISTING GRAVEL WALK
TO BE REMOVED
EXISTING RIP RAP OUTFALL
TO BE REMOVED
PAVEMENT MILLING KEY
(SEE DETAIL 7 ON SHT CP-201)
EXISTING TREES TO BE
REMOVED (SEE NOTE 3)
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
EXISTING CONCRETE PAD AND
SUB-BASE TO BE REMOVED
32'-0" PORTION
TO REMAIN
TO BE REMOVED
EXISTING TREES TO BE
REMOVED (SEE NOTE 3)
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
EXISTING GRADE CONTOUR
LIMITS OF WORKLOW
TPF
TREE PROTECTION FENCE
0 10 20 40 60
LEGEND
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
NOTES
DEMOLITION PLAN - SOUTH
CD-102
MM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
KEY
ACM
1. CONTRACTOR SHALL EMPLOY A NEW YORK STATE REGISTERED
WELL DRILLER TO GROUT, SEAL, AND ABANDON THE EXISTING
WATER WELL IN ACCORDANCE WITH NYS DEPT. OF
ENVIRONMENTAL CONSERVATION REQUIREMENTS. SUBMIT
WATER WELL ABANDONMENT AND DECOMMISSIONING
REPORT. CONTACT LOCAL MUNICIPAL AUTHORITY PRIOR TO
WORK, AND OBTAIN ALL NECESSARY PERMITS.
2. MAINTAIN AN ADEQUATE OUTFALL FOR THE EXISTING UNDER
DRAIN UNTIL SUCH TIME THAT IT CAN BE TIED INTO THE NEW
PAVEMENT UNDER DRAIN SYSTEM.
3. EXISTING TREE REMOVAL SHALL INCLUDE STUMP REMOVAL.
4. REMOVE EXISTING BENCH AND STORE ON SITE AND PROTECT
FOR REINSTALLATION. DEMOLISH AND REMOVE CONCRETE
PAD AND SUB-BASE.
5. SAWCUT EXISTING PAVEMENT TO MAKE NEAT VERTICAL
JOINT WHERE ADJACENT TO NEW PAVEMENT SURFACE.
6. ALL ACCESS SHALL BE FROM TEMPORARY CONSTRUCTION
ENTRANCE.
W
L
O
W
L
O
W
L O
W
LOWLOWLOWLOWLOWL
O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
W
L
O
W
L
O
W
L O
W
L O
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L
O
W
T
P F
T
P
F
T
P
F
T P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
LO
W
T
P
F
T P
F
T
P
F
781178
118011 801180
118211
11781180
11921194
11741176
118611
11961198
C
C
C
C
C
C
C
401142
DI-4
DI-2
CB-5
DI-1
OUTLET
CTRL MH
CB-4
DMH-2
CB-3
DHM-1
CB-2
CB-1DI-3
CB-6
C
C
OVERBUILD SURFACE,
COMPACT, AND TRIM BACK
2'
FINISHED GROUND
SURFACE
EXISTING GROUND SURFACE
BENCH
FILL EMBANKMENT
1 FILL BENCH DETAIL
SCALE: N.T.S.
AREA TO BE EXCAVATED A MINIMUM
OF 3 FT BELOW FINAL GRADE,
SCREENED (#2) AND BACKFILLED
AREA TO BE EXCAVATED FOR PRE-PLACED
CRYPTS, SCREENED (#2) AND BACKFILLED
PER DETAIL 1 ON SHT LS-202
ABBREVIATIONS
B/PPC ELEVATION AT BOTTOM OF
PRE-PLACED CRYPT
B/AGG ELEVATION BOTTOM OF AGGREGATE
BELOW PRE-PLACED CRYPT
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
DRAINAGE PIPE (FLOW DIRECTION)
CP-201
NEW PAVEMENT UNDERDRAIN
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
0 10 20 40 60
GRADING PLAN - OVERALL
CG-101
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
KEY
ACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
C
CG-202
B
CG-201
A
CG-201
1. SEE GEOTECHNICAL REPORT OF FEBRUARY 2018 FOR
SUBSURFACE CONDITIONS. CONSTRUCTION SHALL COMPLY
WITH RECOMMENDATIONS OF MARCH 2021 GEOTECHNICAL
REPORT.
2. REMOVE TEMPORARY CONSTRUCTION ACCESS
EMBANKMENT AND SURFACES, AND RESTORE SITE TO
PRE-CONSTRUCTION CONDITION OR BETTER, AS FINAL ITEM
OF WORK.
3. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN
CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF
THE PROPERTY OWNER, IF SO INDICATING IN LETTER OF
ACCESS.
4. CONTRACTOR SHALL CUT BENCHES INTO EXISTING SLOPES
PRIOR TO PLACEMENT OF FILL EMBANKMENT TO MINIMIZE
POTENTIAL FOR SLIP BETWEEN EXISTING AND NEW SOILS;
AND SHALL OVERBUILD THE FILL EMBANKMENT 2
HORIZONTAL FEET BEYOND PLAN DIMENSIONS, THEN TRIM
BACK TO FINISHED SURFACE (SEE DETAIL 1 ON SHT CG-101
AND SECTIONS ON SHT CG-201 AND CG-202).
5. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS OF
THE MARCH 2021 GEOTECHNICAL REPORT FOR SITE FILLING
AND SITE GRADING. CONTRACTOR SHALL RETAIN A
QUALIFIED GEOTECHNICAL ENGINEER, LICENSED IN THE
STATE OF NEW YORK, TO PROVIDE FULL-TIME OVERSIGHT
DURING INITIAL SITE PREPARATION AND PROOFROLL.
6. ELECTRONIC FILES ARE SET TO NEW YORK, WEST ZONE 3101
STATE PLANE COORDINATES.
LEGEND
NOTES
W
L O
W
LOWLOWLOWLOWLOWL
O
W
L O
W
L O
W
L O
W
L
O
W
11721174
117411761178
118611
DI-4
DI-2
CB-5
DI-1
OUTLET
CTRL MH
CB-4
CB-6
IN
SE
T
- A
IN
SE
T
- A
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
LEVEL SPREADER
SEE DETAIL 9 ON SHT. CS-201
AREA TO BE EXCAVATED A MINIMUM
OF 3 FT BELOW FINAL GRADE,
SCREENED (#2) AND BACKFILLED
AREA TO BE EXCAVATED FOR PRE-PLACED
CRYPTS, SCREENED (#2) AND BACKFILLED
PER DETAIL 1 ON SHT LS-202
ABBREVIATIONS
B/PPC ELEVATION AT BOTTOM OF
PRE-PLACED CRYPT
B/AGG ELEVATION BOTTOM OF AGGREGATE
BELOW PRE-PLACED CRYPT
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
DRAINAGE PIPE (FLOW DIRECTION)
CP-201
NEW PAVEMENT UNDERDRAIN
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
GRADING PLAN - NORTH
CG-102
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
KEY
ACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
SH
T
CG
-1
LEGEND
1. SEE GEOTECHNICAL REPORT OF FEBRUARY 2018 FOR
SUBSURFACE CONDITIONS. CONSTRUCTION SHALL COMPLY
WITH RECOMMENDATIONS OF MARCH 2021 GEOTECHNICAL
REPORT.
2. REMOVE TEMPORARY CONSTRUCTION ACCESS
EMBANKMENT AND SURFACES, AND RESTORE SITE TO
PRE-CONSTRUCTION CONDITION OR BETTER, AS FINAL ITEM
OF WORK.
3. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN
CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF
THE PROPERTY OWNER, IF SO INDICATING IN LETTER OF
ACCESS.
4. CONTRACTOR SHALL CUT BENCHES INTO EXISTING SLOPES
PRIOR TO PLACEMENT OF FILL EMBANKMENT TO MINIMIZE
POTENTIAL FOR SLIP BETWEEN EXISTING AND NEW SOILS;
AND SHALL OVERBUILD THE FILL EMBANKMENT 2
HORIZONTAL FEET BEYOND PLAN DIMENSIONS, THEN TRIM
BACK TO FINISHED SURFACE (SEE DETAIL 1 ON SHT CG-101
AND SECTIONS ON SHT CG-201 AND CG-202).
5. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS OF
THE MARCH 2021 GEOTECHNICAL REPORT FOR SITE FILLING
AND SITE GRADING. CONTRACTOR SHALL RETAIN A
QUALIFIED GEOTECHNICAL ENGINEER, LICENSED IN THE
STATE OF NEW YORK, TO PROVIDE FULL-TIME OVERSIGHT
DURING INITIAL SITE PREPARATION AND PROOFROLL.
6. ELECTRONIC FILES ARE SET TO NEW YORK, WEST ZONE 3101
STATE PLANE COORDINATES.
W
L O
W
L O
W
L O
W
L
O
W
LO
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
W
T P
F
T
P
F
T
P
F
T P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
LO
W
T
P
F
T P
F
T
P
F
781178
801180
118211
11781180
C
C
C
C
C
C
C
DMH-2
CB-3
DHM-1
CB-2
CB-1
DI-3
C
C
IN
SE
T
- B
IN
SE
T
- B
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
SH
T
CG
-1
B/PPC = 1185.65'
B/AGG = 1184.65'
B/PPC = 1172.10'
B/AGG = 1171.10'
B/PPC = 1178.29'
B/AGG = 1177.29'
B/PPC = 1181.27'
B/AGG = 1180.27'
B/PPC = 1177.10'
B/AGG = 1176.10'
B/PPC = 1171.49'
B/AGG = 1170.49'
TUBULAR BARRIER DOUBLE GATE
(SEE DETAIL 10 ON SHT CP-201)
AREA TO BE EXCAVATED A MINIMUM
OF 3 FT BELOW FINAL GRADE,
SCREENED (#2) AND BACKFILLED
AREA TO BE EXCAVATED FOR PRE-PLACED
CRYPTS, SCREENED (#2) AND BACKFILLED
PER DETAIL 1 ON SHT LS-202
ABBREVIATIONS
B/PPC ELEVATION AT BOTTOM OF
PRE-PLACED CRYPT
B/AGG ELEVATION BOTTOM OF AGGREGATE
BELOW PRE-PLACED CRYPT
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
DRAINAGE PIPE (FLOW DIRECTION)
CP-201
NEW PAVEMENT UNDERDRAIN
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
GRADING PLAN - SOUTH
CG-103
MM
KEY
ACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
LEGEND
1. SEE GEOTECHNICAL REPORT OF FEBRUARY 2018 FOR
SUBSURFACE CONDITIONS. CONSTRUCTION SHALL COMPLY
WITH RECOMMENDATIONS OF MARCH 2021 GEOTECHNICAL
REPORT.
2. REMOVE TEMPORARY CONSTRUCTION ACCESS
EMBANKMENT AND SURFACES, AND RESTORE SITE TO
PRE-CONSTRUCTION CONDITION OR BETTER, AS FINAL ITEM
OF WORK.
3. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN
CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF
THE PROPERTY OWNER, IF SO INDICATING IN LETTER OF
ACCESS.
4. CONTRACTOR SHALL CUT BENCHES INTO EXISTING SLOPES
PRIOR TO PLACEMENT OF FILL EMBANKMENT TO MINIMIZE
POTENTIAL FOR SLIP BETWEEN EXISTING AND NEW SOILS;
AND SHALL OVERBUILD THE FILL EMBANKMENT 2
HORIZONTAL FEET BEYOND PLAN DIMENSIONS, THEN TRIM
BACK TO FINISHED SURFACE (SEE DETAIL 1 ON SHT CG-101
AND SECTIONS ON SHT CG-201 AND CG-202).
5. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS OF
THE MARCH 2021 GEOTECHNICAL REPORT FOR SITE FILLING
AND SITE GRADING. CONTRACTOR SHALL RETAIN A
QUALIFIED GEOTECHNICAL ENGINEER, LICENSED IN THE
STATE OF NEW YORK, TO PROVIDE FULL-TIME OVERSIGHT
DURING INITIAL SITE PREPARATION AND PROOFROLL.
6. ELECTRONIC FILES ARE SET TO NEW YORK, WEST ZONE 3101
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
401142
IN
SE
T
- A
IN
SE
T
- A
MATCHLINE
SEE DETAIL 9 ON SHT. CS-201
AREA TO BE EXCAVATED A MINIMUM
OF 3 FT BELOW FINAL GRADE,
SCREENED (#2) AND BACKFILLED
AREA TO BE EXCAVATED FOR PRE-PLACED
CRYPTS, SCREENED (#2) AND BACKFILLED
PER DETAIL 1 ON SHT LS-202
ABBREVIATIONS
B/PPC ELEVATION AT BOTTOM OF
PRE-PLACED CRYPT
B/AGG ELEVATION BOTTOM OF AGGREGATE
BELOW PRE-PLACED CRYPT
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
DRAINAGE PIPE (FLOW DIRECTION)
CP-201
NEW PAVEMENT UNDERDRAIN
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
GRADING PLAN - INSETS
CG-104
MM
KEY
ACM
A
INSET A
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
SH
T
CG
-1
LEGEND
1. SEE GEOTECHNICAL REPORT OF FEBRUARY 2018 FOR
SUBSURFACE CONDITIONS. CONSTRUCTION SHALL COMPLY
WITH RECOMMENDATIONS OF MARCH 2021 GEOTECHNICAL
REPORT.
2. REMOVE TEMPORARY CONSTRUCTION ACCESS
EMBANKMENT AND SURFACES, AND RESTORE SITE TO
PRE-CONSTRUCTION CONDITION OR BETTER, AS FINAL ITEM
OF WORK.
3. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN
CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF
THE PROPERTY OWNER, IF SO INDICATING IN LETTER OF
ACCESS.
4. CONTRACTOR SHALL CUT BENCHES INTO EXISTING SLOPES
PRIOR TO PLACEMENT OF FILL EMBANKMENT TO MINIMIZE
POTENTIAL FOR SLIP BETWEEN EXISTING AND NEW SOILS;
AND SHALL OVERBUILD THE FILL EMBANKMENT 2
HORIZONTAL FEET BEYOND PLAN DIMENSIONS, THEN TRIM
BACK TO FINISHED SURFACE (SEE DETAIL 1 ON SHT CG-101
AND SECTIONS ON SHT CG-201 AND CG-202).
5. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS OF
THE MARCH 2021 GEOTECHNICAL REPORT FOR SITE FILLING
AND SITE GRADING. CONTRACTOR SHALL RETAIN A
QUALIFIED GEOTECHNICAL ENGINEER, LICENSED IN THE
STATE OF NEW YORK, TO PROVIDE FULL-TIME OVERSIGHT
DURING INITIAL SITE PREPARATION AND PROOFROLL.
6. ELECTRONIC FILES ARE SET TO NEW YORK, WEST ZONE 3101
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 10'GRADE SECTION B
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 5400-20-40
EXISTING GROUND
FINISHED GRADE
1:3.5MAX. SLOPE
NEW ASPHALT
ROADWAY
WESTERN
PROPERTY LINE
EASTERN
PROPERTY LINE
FILL BENCH (TYP.)
4' -0
TY
P. FILL EMBANKMENT
2'
OVERBUILD SURFACE,
COMPACT, AND TRIM BACK
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 10'GRADE SECTION A
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 5400-20-40
1:3.5MAX. SLOPE
EXISTING GROUND
FINISHED GRADE
NEW ASPHALT
ROADWAY
WESTERN
PROPERTY LINE
EASTERN
PROPERTY LINE
2'
OVERBUILD SURFACE,
COMPACT, AND TRIM BACK
FILL BENCH (TYP.)
FILL EMBANKMENT4'
-0
TY
P.
GRADING PROFILES
CG-201
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
0 10 20 40 60
KEY
C
B
A
B
CG-101
A
CG-101
1. CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE
WITH THE SPECIFICATIONS, AND THE GEOTECHNICAL
REPORT RECOMMENDATIONS. REQUIREMENTS INCLUDE,
BUT ARE NOT LIMITED TO THE FOLLOWING NOTES.
2. STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE
LIMITS OF EARTHWORK OPERATIONS, AS DIRECTED BY COR.
3. PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE
MATERIAL) FOR HEAVY MACHINE COMPACTION, AND NOT
EXCEEDING 4 INCHES (LOOSE MATERIAL) FOR HAND
COMPACTION.
4. COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS
DETERMINED BY ASTM D1557
a. GENERAL FILL - 90 PERCENT
b. UNDER STRUCTURES OR PAVING - 95 PERCENT
c. LANDSCAPED AREAS (TOP 16 INCES) - 85 PERCENT
d. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS
EARTHWORK NOTES
VERT SCALE: 1" = 10'GRADE SECTION C
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600 620 6400-20-40
EXISTING GROUND
FINISHED
GRADE
TEMPORARY CONSTRUCTION ACCESS RAMP
APPROX. 222'-6"
SEDIMENT TRAP
TEMPORARY GRADE
TEMPORARY GRADE
1:3.5MAX. SLOPE
NEW ASPHALT ROADWAY
AT CUL-DE-SAC
WESTERN
PROPERTY LINE
EASTERN
PROPERTY LINE
FILL BENCH (TYP.)
4' -0
TY
P. FILL EMBANKMENT
2'
OVERBUILD SURFACE,
COMPACT, AND TRIM BACK
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 10'
650 660 680 700 720 740 760 780 800
TEMPORARY CONSTRUCTION ENTRANCE
LONGWELL
LANE
EXISTING GROUNDFINISHED GRADE
TEMPORARY GRADE
GRADING PROFILES
CG-202
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
0 10 20 40 600 10 20 40 60
KEY
C
B
A
C
CG-101
1. CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE
WITH THE SPECIFICATIONS, AND THE GEOTECHNICAL
REPORT RECOMMENDATIONS. REQUIREMENTS INCLUDE,
BUT ARE NOT LIMITED TO THE FOLLOWING NOTES.
2. STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE
LIMITS OF EARTHWORK OPERATIONS, AS DIRECTED BY COR.
3. PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE
MATERIAL) FOR HEAVY MACHINE COMPACTION, AND NOT
EXCEEDING 4 INCHES (LOOSE MATERIAL) FOR HAND
COMPACTION.
4. COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS
DETERMINED BY ASTM D1557
a. GENERAL FILL - 90 PERCENT
b. UNDER STRUCTURES OR PAVING - 95 PERCENT
c. LANDSCAPED AREAS (TOP 16 INCES) - 85 PERCENT
d. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS
EARTHWORK NOTES
W
L O
W
LOWLOWLOWLOWLOWL
O
W
L O
W
L O
W
L O
W
L
O
W
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
11721174
117411761178
118611
DI-4
DI-2
CB-5
DI-1
OUTLET
CTRL MH
CB-4
CB-6
6+
7+
8+00
9+00 9+31
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CS-201)
PC
N: 859571.07
E: 1481138.17
PRC
N: 859513.01
E: 1481114.96
EP
N: 859499.24
E: 1481149.38
L
C13
C11
L
C12
CURB TRANSITION
N: 859523.37
E: 1481068.03
C14
CURB TRANSITION
N: 859537.14
E: 1481082.50
CURB TRANSITION
N: 859538.48
E: 1481116.99
N
W
N
W
.4
PC
N: 859566.87
E: 1481129.10
PT
N: 859522.31
E: 1481111.28
C17
BASELINE CURVE TABLE
CURVE
C15
C16
C17
RADIUS
175.00'
48.00'
33.00'
CURVE
LENGTH
229.90'
75.66'
153.62'
CHORD
LENGTH
213.72'
68.07'
47.99'
TANGENT
LENGTH
134.94'
48.27'
34.95'
DELTA
075° 16' 12"
090° 19' 05"
266° 42' 59"
ANGLE
032° 44' 26"
119° 21' 58"
173° 37' 00"
CURVE TABLE
CURVE
C11
C12
C13
C14
RADIUS
27.00'
23.00'
43.00'
23.00'
CURVE
LENGTH
40.87'
105.48'
200.17'
39.03'
CHORD
LENGTH
37.08'
34.51'
62.53'
34.51'
TANGENT
LENGTH
25.50'
26.10'
45.54'
26.10'
DELTA
086° 43' 54"
262° 46' 11"
266° 42' 59"
097° 13' 49"
ANGLE
212° 12' 24"
249° 06' 44"
133° 14' 43"
249° 06' 44"
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
DRAINAGE PIPE (FLOW DIRECTION)
ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
CP-201
NEW PAVEMENT UNDERDRAIN
FROM CATCH TO SPILL CURB
CP-201
LS-204
PERMANENT CHAIN LINK FENCE
2B
CP-201
MOUNTABLE CATCH CURB
2C
CP-201
MOUNTABLE SPILL CURB
CP-201
CURB TAPER
CP-201
10 FT CURB & GUTTER TRANSITION
2A
CP-201
FLUSH CURB
PAVING PLAN - NORTH
CP-101
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MM
KEY
ACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
1. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88, BASED ON GPS OBSERVATIONS
UTILIZING THE NEW YORK STATE DOT RTK NETWORK
(NYSNET).
TEMPORARY BENCH MARKS SET:
TBM-A: BOX CUT SET ON CONCRETE, ALONG THE EASTERLY
SIDE OF GRAVEL WALKWAY.
ELEV. = 1192.58 FT
TBM-B: BOX CUT SET ON DRAIN RIM, ALONG THE
SOUTHERLY SIDE OF ASPHALT DRIVE
ELEV. = 1187.23 FT
2. PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS HAVE
NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN
CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR
TO CONSTRUCTION.
3. IS THE CONTRACTOR'S RESPONSIBILITY TO SET TEMPORARY
BENCHMARKS AS REQUIRED PRIOR TO CONSTRUCTION.
4. ALL POINT INFORMATION IS GIVEN IN U.S. SURVEY FEET
BASED ON GPS STATE PLANE COORDINATES FOR ZONE 3103 -
NEW YORK STATE WEST.
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
W
T P
F
T
P
F
T
P
F
T P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
LO
W
T
P
F
T P
F
T
P
F
MATCHLINEMATCHLINE
781178
801180
118211
11781180
DMH-2
CB-3
DHM-1
CB-2
CB-1
DI-3
C
C
0+
1+
2+
3+00
4+00
5+
TYPICAL FLUSH CURB W/3 FT CURB TAPER
(SEE DETAIL 5 ON SHT CP-201)
BP
N: 858934.77
E: 1481057.44
EP
N: 859166.72
E: 1481043.28
PC
N: 859056.68
E: 1481056.09
PT
N: 858962.08
E: 1481072.42
PRC
N: 859136.38
E: 1481059.81
BP
N: 858946.74
E: 1481118.02
PC
N: 859060.08
E: 1481075.80
PC
N: 859260.09
E: 1481217.81
PT
N: 858967.44
E: 1481091.79
PT
N: 859238.25
E: 1481169.93
PT
N: 859337.22
E: 1481246.38
BP
N: 859185.77
E: 1481049.36
PC
N: 859278.25
E: 1481209.53
PT
N: 859256.45
E: 1481161.63
PT
N: 859328.82
E: 1481228.23
PRC
N: 859183.50
E: 1481055.61
PRC
N: 859192.54
E: 1481085.68
L
C6
C1
C3
L
L4
C7
C2
C9
L3
C4
C5
C8
C10
CURB TRANSITION
N: 859072.56
E: 1481054.06
CURB TRANSITION
N: 859089.13
E: 1481053.40
CURB TRANSITION
N: 858933.61
E: 1481054.67
CURB TRANSITION
N: 859236.49
E: 1481166.08
CURB TRANSITION
N: 859243.41 E: 1481181.24
CURB TRANSITION
N: 859183.06 E: 1481103.44
CURB TRANSITION
N: 859327.82 E: 1481249.78
CURB TRANSITION
N: 859322.66
E: 1481230.45
CURB TRANSITION
N: 859342.35
E: 1481221.97
CURB TRANSITION
N: 859357.47
E: 1481214.97
N
W
N65° 31' 10"E
52.63'
N
W
N
W
N
W
N65° 28' 54"E
52.63'
4' -0
'-0
4" SOLID DOUBLE
YELLOW LINE
24" SOLID WHITE
STOP BAR (SEE SPEC.)
REQ'D 3 FT CURB TAPER & TERMINAL
(SEE DETAILS 5 & 8 ON SHT CP-201)
REQ'D 3 FT CURB TAPER & TERMINAL
(SEE DETAILS 5 & 8 ON SHT CP-201)
PAVEMENT KEY
(SEE DETAIL 7 ON SHT CP-201)
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CP-201)
NEW CONCRETE PAD
(SEE SHT LS-102)
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CS-201)
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CS-201)
BP
N: 858923.47
E: 1481089.22
PC
N: 859058.38
E: 1481065.95
PC
N: 859269.19
E: 1481213.66
PT
N: 859247.35
E: 1481165.78
PT
N: 859333.02
E: 1481237.30
C15
C16
N
W
N65° 28' 54"E
52.63'
N
W
TUBULAR BARRIER DOUBLE GATE
(SEE DETAIL 10 ON SHT CP-201)
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FRONT OF SECTION
TPF
TREE PROTECTION FENCE
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
DRAINAGE PIPE (FLOW DIRECTION)
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
RADIUS
185.00'
165.00'
25.00'
85.00'
25.00'
25.00'
25.00'
185.00'
58.00'
38.06'
CURVE
LENGTH
80.42'
216.76'
38.14'
6.65'
33.96'
33.62'
36.60'
100.48'
91.43'
59.91'
CHORD
LENGTH
79.79'
201.51'
34.55'
6.64'
31.41'
31.15'
33.42'
99.25'
82.25'
53.91'
TANGENT
LENGTH
40.86'
127.23'
23.89'
3.32'
20.18'
19.91'
22.46'
51.52'
58.32'
38.19'
DELTA
024° 54' 29"
075° 16' 12"
087° 24' 35"
004° 28' 46"
077° 49' 43"
077° 03' 29"
083° 52' 50"
031° 07' 15"
090° 19' 05"
090° 11' 30"
ANGLE
030° 58' 14"
034° 43' 29"
229° 10' 59"
067° 24' 24"
229° 10' 59"
229° 10' 59"
229° 10' 59"
030° 58' 14"
098° 47' 09"
150° 32' 39"
BASELINE CURVE TABLE
CURVE
C15
C16
C17
RADIUS
175.00'
48.00'
33.00'
CURVE
LENGTH
229.90'
75.66'
153.62'
CHORD
LENGTH
213.72'
68.07'
47.99'
TANGENT
LENGTH
134.94'
48.27'
34.95'
DELTA
075° 16' 12"
090° 19' 05"
266° 42' 59"
ANGLE
032° 44' 26"
119° 21' 58"
173° 37' 00"
ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
CP-201
NEW PAVEMENT UNDERDRAIN
FROM CATCH TO SPILL CURB
CP-201
LS-204
PERMANENT CHAIN LINK FENCE
2B
CP-201
MOUNTABLE CATCH CURB
2C
CP-201
MOUNTABLE SPILL CURB
CP-201
CURB TAPER
CP-201
10 FT CURB & GUTTER TRANSITION
2A
CP-201
FLUSH CURB
0 10 20 40 60
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
PAVING PLAN - SOUTH
CP-102
MM
KEY
ACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
1. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88, BASED ON GPS OBSERVATIONS
UTILIZING THE NEW YORK STATE DOT RTK NETWORK
(NYSNET).
TEMPORARY BENCH MARKS SET:
TBM-A: BOX CUT SET ON CONCRETE, ALONG THE EASTERLY
SIDE OF GRAVEL WALKWAY.
ELEV. = 1192.58 FT
TBM-B: BOX CUT SET ON DRAIN RIM, ALONG THE
SOUTHERLY SIDE OF ASPHALT DRIVE
ELEV. = 1187.23 FT
2. PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS HAVE
NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN
CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR
TO CONSTRUCTION.
3. IS THE CONTRACTOR'S RESPONSIBILITY TO SET TEMPORARY
BENCHMARKS AS REQUIRED PRIOR TO CONSTRUCTION.
4. ALL POINT INFORMATION IS GIVEN IN U.S. SURVEY FEET
BASED ON GPS STATE PLANE COORDINATES FOR ZONE 3103 -
NEW YORK STATE WEST.
20'-0" 2'-0"2'-0"
3'-0"24'-0"3'-0"
10% MAX
10% MAX
1 TYPICAL STREET SECTION
SCALE: 1/2" = 1'-0"
2.0% MAX
3.0% MAX
3.0% MAX
MOUNTABLE CURB & GUTTER
(SEE DETAIL 2)
MOUNTABLE CURB & GUTTER
(SEE DETAIL 2)
CURB UNDER DRAIN
(SEE DETAIL 3)
ASPHALT PAVEMENT
(SEE DETAIL 4)
GRAVEL SUBBASE
GEOTEXTILE FABRIC
FINISHED GRADE
FINISHED GRADE
COMPACTED
SUBGRADE
1' -6
6"
1'-0" 4"
3 CURB UNDERDRAIN
SCALE: 1" = 1'-0"
FILTER FABRIC WRAP
6" CORRUGATED PERF HDPE UNDERDRAIN*
CRUSHED STONE N.Y.S.D.O.T. TABLE 703-4 SIZE 3
NOTES:
* REFER TO PLAN FOR LOCATIONS
ASPHALT PAVEMENT
(SEE DETAIL 4)
MOUNTABLE CURB & GUTTER
(SEE DETAIL 2B & 2C)
2.00%
4 PAVEMENT SECTION
SCALE: 1" = 1'-0"
GEOTEXTILE FABRIC (SEE SPECS)
COMPACTED SUBGRADE
12" GRAVEL SUBBASE
N.Y.S.D.O.T. #304.12 TYPE 2
2" N.Y.S.D.O.T. 19 F9 BINDER COURSE HMA,
80 SERIES COMPACTION
1.5" N.Y.S.D.O.T. 9.5 F2 TOP COURSE HMA,
80 SERIES COMPACTION
7 PAVEMENT KEY
SCALE: 1" = 1'-0"
NOTES:
1) EDGE OF EXISTING PAVEMENT TO BE SAW CUT TO ALLOW A UNIFORM TIE-IN.
2) PAVEMENT KEY DEPTH TO BE 1 1/2" MINIMUM.
3) KEYED PAVEMENT TIE-IN TO BE FLUSH TO PRECLUDE RIDGES AND/OR FALSE
GUTTERS.
EXISTING
SUBBASE
EXISTING
BINDER COURSE
EXISTING
TOP COURSE
GEOTEXTILE FABRIC
SUBBASE
BINDER COURSE
TOP COURSE
1'-0"
MIN.
PROPOSED
PAVEMENT
EXISTING
PAVEMENT
8 CONCRETE CURB AND TERMINAL SECTION
SCALE: 1" = 1'-0"
NOTE: CURB TAPER AT ENTRANCE WILL TERMINATE FLUSH WITH ADJACENT GRADE.
TOP OF CURB
1/2" BITUMINOUS
JOINT FILLER
DESIGN END OF CURB
8" M
IN
R 3 4 "
PAVEMENT
SURFACE
6 TO 1 (MAX.)
3'-0"
TAPER
3'-0"
TAPER
FLUSH CURB MOUNTABLE CATCH
OR SPILL CURB
3'-0"
TAPER
MOUNTABLE CATCH
OR SPILL CURB
(SEE DETAIL 1 ON SHT. LS-205 FOR DIMENSION)
PLAN VIEW
NOTE:
REFER TO PLAN VIEW FOR TRANSITION
LOCATIONS FROM CATCH CURB TO SPILL CURB.
5'-0"
TRANSITION
5'-0"
TRANSITION
CATCH CURB
(DRAINS TOWARD CURB)
SPILL CURB
(DRAINS TOWARD ROADWAY)
6 CURB & GUTTER TRANSITION
SCALE: 1" = 1'-0"
NORMAL CURBNORMAL CURB 2C
MOUNTABLE SPILL
SCALE: 1" = 1'-0"
2'-0"
1'-0"
8.0%R1 0"
R 14 "
1' -2
4000 PSI AIR
ENTRAINED CONCRETE
(2) #4 REBARS, CONT.
(GREEN EPOXY-COATED)
SPILL CURB
CURB & GUTTER
CURB NOTES:
1. LOCATION OF CATCH AND SPILL CURB ARE SPECIFIED ON
PLAN DRAWINGS.
2. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AIR
ENTRAINED.
3. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 10',
AND MAXIMUM SPACING FOR CONSTRUCTION JOINTS
SHALL BE 40'. CUT EJ MATERIAL TO FIT AROUND
DOWELS. DOWELS SHALL BE CONTINUOUS ACROSS
EXPANSION JOINTS.
4. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT
TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND
AT A MAXIMUM OF 40' INTERVALS. EXPANSION
MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND
ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND
CURB RAMPS. THE 1/2" JOINT FILLER SHALL EXTEND THE
FULL DEPTH OF THE CONCRETE.
5. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL
FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG
THE LENGTH OF THE CURB OR CURB AND GUTTER.
6. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF
FORMS OR MAY BE SLIP FORMED.
7. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL
BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS
UNLESS A LARGER RADIUS IS INDICATED BY THE
APPLICABLE STANDARD DETAIL OR PROJECT PLANS.
NOTES:
1. BARRIER DOUBLE GATE SHALL BE HOOVER FENCE V-SERIES TUBULAR KIT
- ITEM# HCG-V-4X26DB-KIT-A INSTALLED AS PER MANUFACTURER'S
SPECIFICATIONS, INCLUDING POST CONCRETE FOUNDATION.
2. THE END OF ROAD OBJECT MARKER (MUTCD CODE OM4-3) SHALL BE 18"
(450) X 18" (450) WITH RED PRISMATIC, RETROREFLECTIVE SHEETING.
10 BARRIER DOUBLE GATE
SCALE: 3/8" = 1'-0"
26'-0"
4' -0
2-1/2" O.D. SCH.40 TUBULAR
ALUMINUM FRAME
4" O.D. SCH.40 TUBULAR
ALUMINUM HINGE (TYP.)
3-1/2" O.D. GALV. HF 40 GATE POST
LOCATED BEHIND CURB AND SET IN
CONCRETE 36" DEEP MIN. (TYP.)
4" O.D. SCH.40 TUBULAR
ALUMINUM HINGE SLEEVED
OVER GATE POST (TYP.)
BARRIER GATE MOUNTABLE CURB &
GUTTER (TYP.)ASPHALT PAVEMENT
ASPHALT
PAVEMENT
PLAN VIEW
FRONT ELEVATION
END OF ROADWAY
PAVEMENT
END OF ROAD
OBJECT MARKER (TYP.)
≈6'-0"
TO BE DETERMINED IN
THE FIELD BY COR
1' -0
2B
MOUNTABLE CATCH
SCALE: 1" = 1'-0"
2'-0"
1'-0"
8.0%R1 0"R 14 "
1' -2
4000 PSI AIR
ENTRAINED CONCRETE
(2) #4 REBARS, CONT.
(GREEN EPOXY-COATED)
CATCH CURB
2A FLUSH CURB & GUTTER
SCALE: 1" = 1'-0"
2'-0"
4000 PSI AIR
ENTRAINED CONCRETE
(2) #4 REBARS, CONT.
(GREEN EPOXY-COATED)
FLUSH CURB
CURB & GUTTER
5 FLUSH CURB AND TAPER
SCALE: 1" = 1'-0"
TOP OF
MOUNTABLE CURB
1/2" BITUMINOUS
JOINT FILLER
8" M
IN
R 3 4 "
PAVEMENT
SURFACE
6 TO 1 (MAX.)
3'-0"
TAPER
(SEE DETAIL 1 ON SHT. LS-205 FOR DIMENSION)
R
"6 TO 1 (MAX.)
3'-0"
TAPER
TOP OF
MOUNTABLE CURB
FLUSH CURB
1/2" BITUMINOUS
JOINT FILLER ELEVATION VIEW
1'-6" 6-5/8" 1/2" 6-5/8"
4" 3"
"T
T/
1/
2"
SURFACE OF PAVEMENT
DOWEL BAR
STOP
EXPANSION TUBE
SPACER BARS
(DIA. 0.306")
PIN BASKET TO
BASE COURSE
2 EA. 3/4" SMOOTH
DOWEL BARS
SPOT
WELD
SPACER WIRE
(MAX. DIA. 0.177")
LEG CHAIRS
(DIA. 0.306")
FILTER CLOTH
WHEN DOWEL BASKET IS USED
ON SAND BASE, SUPPORT WITH
9 SQ. IN. (MIN.) SAND PLATE
2" 1/2" BITUMINOUS
JOINT FILLER
9 EXPANSION JOINT DETAIL
NOT TO SCALE
NOTE:
CUT JOINT MATERIAL TO FIT AROUND
DOWELS. DOWELS SHALL BE CONTINUOUS
ACROSS EXPANSION JOINTS.
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
PAVING DETAILS
CP-201
KESACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
N
C
A
ATIONAL
EMETERY
DMINISTRATION
VERT SCALE: 1" = 5'
ROAD STA. 0+00 TO 4+50
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 5'
ROAD STA. 4+50 TO 9+00
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+25
PROFILE KEY
ROADWAY CENTERLINE GRADE
LEFT GUTTERLINE GRADE
RIGHT GUTTERLINE GRADE
PV
I S
TA
. 0
+4 2.
C/
L
GR
AD
E
.1
PV
I S
TA
. 0
+8 4.
C/
L
GR
AD
E
.0
ST
A.
2+
, 2 7.
L
T
TO
P
.2
CB
-1
ST
A.
2+
, 1 1.
R
T
TO
P
.4
CB
-2
ST
A.
4+
, 1 0.
L
T
TO
P
.3
CB
-3
ST
A.
3+
, 0 .9
LT
TO
P
.0
DH
M
-1
LEFT GUTTERLINE
ST
A.
5+
, 1 1.
R
T
TO
P
.3
CB
-4
ST
A.
6+
, 1 0.
R
T
TO
P
.8
CB
-5
ST
A.
7+
, 1 1.
R
T
TO
P
.2
CB
-6
RIGHT GUTTERLINE
RIGHT GUTTERLINE
LEFT GUTTERLINE
PV
I S
TA
. 3
+5 7.
C/
L
GR
AD
E
.9
EXISTING GRADE
EXISTING GRADE
PV
I S
TA
. 4
+1 7.
C/
L
GR
AD
E
.1
PV
I S
TA
. 4
+6 1.
C/
L
GR
AD
E
.0
PV
I S
TA
. 4
+9 7.
C/
L
GR
AD
E
.7
PV
I S
TA
. 5
+1 9.
C/
L
GR
AD
E
.0
PV
I S
TA
. 5
+9 6.
C/
L
GR
AD
E
.0
PV
I S
TA
. 6
+8 2.
C/
L
GR
AD
E
.7
C/L GRADE-4.78%
C/L GRADE-4.78%
C/L GRADE-3.45%
C/L GRADE
-2.60%
C/L GRADE
-1.50%
C/L GRADE-5.02%
PAVING PROFILES
CP-301
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
W
L O
W
LOWLOWLOWLOWLOWL
O
W
L O
W
L O
W
L O
W
L
O
W
11721174
117411761178
118611
6+
7+
8+00
9+00 9+31
NEW DRAIN INLET
N: 859397.22
E: 1481185.44
TOP 1173.48
INV. 1171.00
DI-1
NEW CATCH BASIN
N: 859410.30
E: 1481213.66
TOP 1174.38
INV. 1165.35
CB-4
NEW DRAIN INLET
N: 859470.23
E: 1481143.30
TOP 1172.27
INV. 1167.45
DI-2
NEW CATCH BASIN
N: 859597.00
E: 1481099.35
TOP 1170.24
INV. 1167.50
CB-6
15" N-12 HDPE x 31 LF
6" N-12 HDPE
x
LF
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CP-201)
15" N-12 HDPE x 21 LF
15" N-12 HDPE x 120 LF
NEW DRAIN INLET
N: 859516.16 E: 1481010.64
TOP 1170.00
INV. 1167.95
DI-4
30'-0"
5'-0"
LEVEL SPREADER
SEE DETAIL 9 ON SHT. CS-201
CMP PIPE TO BE ABANDONED IN PLACE
(SEE SHT CE-101 FOR TEMPORARY DRAINAGE)
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
NEW DRAIN MANHOLE
N: 859501.72 E: 1481223.30
TOP 1162.17
INV. 1153.50
OUTLET CTRL MH
INV. 1152.00
INFILTRATION GALLERY
(SEE DETAILS ON SHT CS-201)
TIE NEW UNDERDRAIN
TO NEW CATCH BASIN
TIE NEW UNDERDRAIN
TO NEW CATCH BASIN
TIE NEW UNDERDRAIN
TO NEW CATCH BASIN
NEW CATCH BASIN
N: 859480.86 E: 1481181.00
TOP 1172.87
INV. 1165.35
CB-5
18" N-12 HDPE x 39 LF
" N
-1
HD
PE
x
LF
6" N
-1
HD
PE
x
LF
" N
-1
HD
PE
x
LF
6" N
-1
HD
PE
x
LF
18" N-12 HDPE x 20 LF
DRAINAGE PIPE (FLOW DIRECTION)
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
CP-201
NEW PAVEMENT UNDERDRAIN
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
TPF
TREE PROTECTION FENCE
STORMWATER MANAGEMENT
- NORTH
CS-101
0 10 20 40 60
LEGEND
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
NOTES
MM
KEY
1 2
ACM
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.
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
W
L O
W
L O
W
L O
W
L
O
W
LO
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L
O
W
T P
F
T
P
F
T
P
F
T P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
LO
W
T
P
F
T P
F
T
P
F
781178
801180
118211
11781180
C
C
C
C
C
C
C
C
C 0+
1+
2+
3+00
4+00
5+
NEW DRAIN INLET
N: 859166.37
E: 1481016.09
TOP 1187.00
INV. 1184.75
DI-3
NEW CATCH BASIN
N: 859183.21
E: 1481059.97
TOP 1188.28
INV. 1184.25
CB-1
NEW CATCH BASIN
N: 859169.90
E: 1481096.24
TOP 1187.47
INV. 1183.25
CB-2
NEW DRAIN MANHOLE
N: 859232.90
E: 1481138.39
TOP 1184.05
INV. 1179.75
DHM-1
NEW CATCH BASIN
N: 859282.63 E: 1481215.12
TOP 1179.30
INV. 1175.25
CB-3
15" N-12 HDPE x 47 LF
15" N-12 HDPE x 39 LF
15" N-12 HDPE x 76 LF
15" N-12 HDPE x 91 LF
INFILTRATION GALLERY
(SEE DETAILS ON SHT CS-201)
NEW WYE
INV. 1169.60
NEW WYE
INV. 1171.85
NEW WYE
INV. 1174.10NEW WYE
INV. 1176.60
NEW WYE
INV. 1179.35
NEW CLEANOUT
N: 859070.95 E: 1481150.45
TOP 1189.63
INV. 1181.40
CO-1
NEW CLEANOUT
N: 859100.47 E: 1481192.97
TOP 1186.67
INV. 1178.75
CO-2 NEW CLEANOUT
N: 859136.97 E: 1481232.12
TOP 1184.07
INV. 1176.10
CO-3
NEW CLEANOUT
N: 859172.28 E: 1481272.01
TOP 1182.00
INV. 1173.60
CO-4
NEW CLEANOUT
N: 859207.15 E: 1481312.08
TOP 1178.77
INV. 1171.10
CO-5
NEW CLEANOUT
N: 859163.63 E: 1481102.94
TOP 1187.85
INV. 1179.45
CO-6
NEW CLEANOUT
N: 859211.10 E: 1481135.89
TOP 1184.69
INV. 1176.76
CO-7
6" P
ER
F H
DP
E x 1
LF
6" P
ER
F H
DP
E x 1
LF
6" P
ER
F H
DP
E x 1
LF
6" P
ER
F H
DP
E x 9
LF
6" P
ER
F H
DP
E x 8
LF6" HDPE x 61 LF 8" HDPE x 54 LF 8" HDPE x 54 LF 8" HDPE x 48 LF
TIE-IN EXISTING UNDERDRAIN
PIPE TO NEW 6" N-12 HDPE PIPE
WITH "WYE" AND CLEAN OUT
NEW PAVEMENT UNDERDRAIN
(SEE DETAIL 3 ON SHT CP-201)
6" N
-1
HD
PE
x
LF
6" N-
HD
PE
x 111
LF
6" N-12 HDPE x 25 LF
6" N-12 HDPE x 102 LF 6" N-12 HDPE x 57 LF
6" N-
HD
PE
x
LF
6" N
-1
HD
PE
x
LF
15" N-12 HDPE x 57 LF 18" N-12 HDPE x 30 LF
NEW DRAIN MANHOLE
N: 859295.95
E: 1481271.00
TOP 1176.62
INV. 1165.11
DMH-2
8" HDPE x 23 LF
MATCHLINE MATCHLINE
MATCHLINEMATCHLINE
TUBULAR BARRIER DOUBLE GATE
(SEE DETAIL 10 ON SHT CP-201)
NEW WYE
NEW CLEANOUT
N: 858965.00 E: 1481096.88
TOP 1197.20
INV. 1187.80
CO-9
NEW CLEANOUT
N: 859295.79
E: 1481253.87
TOP 1178.06
INV. 1175.50
CO-8
TIE NEW UNDERDRAIN TO
NEW CATCH BASIN
TIE NEW UNDERDRAIN
TO NEW CATCH BASIN
TIE NEW UNDERDRAIN TO
NEW CATCH BASIN
DRAINAGE PIPE (FLOW DIRECTION)
EXISTING GRADE CONTOUR
NEW GRADE CONTOUR
NEW CURB AND EDGE OF
ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
C
CS-202
NEW DRAIN INLET
CS-202
NEW CATCH BASIN
LS-202
NEW DRAINAGE CLEAN OUT
CS-202
NEW DRAIN MANHOLE
CP-201
NEW PAVEMENT UNDERDRAIN
PROPERTY LINE
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
EXISTING BRUSH AND GRASSES
LIMITS OF WORKLOW
FROM CATCH TO SPILL CURB
LS-204
PERMANENT CHAIN LINK FENCE
CP-201
TPF
TREE PROTECTION FENCE
0 10 20 40 60
LEGEND
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
NOTES
STORMWATER MANAGEMENT
- SOUTH
CS-102
MMACM
KEY
1 2
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.
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
NOTE: CONTRACTOR TO PROVIDE
COMPLETE INFILTRATION GALLERY SHOP
DWGS. PER SPECIFICATIONS PRIOR TO
ORDERING ANY MATERIALS.
CS-201
ACCESS RISER
& COVER2
CS-201
1'
-8
8'
-0
26'-0" ±
INLET PIPE
(SEE SHT CS-101)
LIMITS OF STONE
BEDDING, TYP
CS-201
42" HDPE TRIPLE COMPONENT
HEADER PIPE (PERFORATED)
CS-201
42" HDPE END CAP
(PROVIDE OUTLET)
CS-20118" HDPE COUPLER (TYP)
CS-20142" HDPE HEADER CONNECTOR (TYP)
CS-20142" PERFORATED HDPE PIPE (TYP)
CS-20142" PIPE COUPLING (TYP)
42" HDPE END CAP6
CS-201
ACCESS RISER & COVER2
CS-201
INFILTRATION GALLERY (EXPLODED PLAN)
NOT TO SCALE
INLET PIPE
OUTLET PIPE
(SEE SHT CS-101)
(SEE SHT CS-102)
REQ'D VOLUME: 8,700 CU.FT (APPROX.)
REQ'D PLAN AREA: 5,250 SQ.FT (APPROX.)
SEE PLAN
1'-6"
6"
1'-6"
MIN.
(TYP.)
6"
4' -0
1'
-6
M
IN
V
AR
IE
S
6"BOTTOM ELEV.
42" HDPE HEADER
PIPE
CS-201
42" HEADER
CONNECTOR
CS-201
42" HDPE PERF.
PIPE
CS-201
6" BEDDING STONE (SEE
SPEC)
FILTER FABRIC
(SEE SPEC)
ACCESS FRAME & GRATE
(SEE SPEC)
CONCRETE COLLAR (TYP)
ACCESS RISER: SOLID WALL HDPE
(WHERE SHOWN ON PLAN)
12" MIN. COMPACTED
FILL
ACCESS FRAME & GRATE
(SEE SPEC)
4" TOP SOIL
FILTER FABRIC
(SEE SPEC)
INLET PIPE
FILTER
STONE
INFILTRATION GALLERY (EXPLODED SECTION)
NOT TO SCALE
2.9'
TYP.
17.4'
5.8'
TYP.
3'
PERFORATED TRIPLE COMPONENT HEADER PIPE
NOT TO SCALE
42" ID
18" ID (TYP)
42" COUPLER PIPE
1/2"=1'-0"
4.
2'
1.9'
1.
8'
1'
18" COUPLER PIPE
1/2"=1'-0"
1/2" HDPE PLATE
0.9'
42" END CAP
1/2"=1'-0"
42" ID
3.9'
6"
2.9'
" I
D
42" HEADER CONNECTION
1/2"=1'-0"
H
PERFORATION DIAM.
3/8"
H
8 HOLES PER VALLEY 45° APART - NO ROTATION
H= HOLE (PERFORATIONS)
H
A
20'-0"
SECTI0N 'A'
H
45°
H
H
4' -0
3'
-6
H
H
INLET AREA (SQ.IN./FT.)
2.6
HIGH DENSITY POLYETHYLENE PERF, PIPE
NOTE TO SCALE
T
PIPE
END VIEW
SECTION PLAN VIEW
OUTLET PIPE SECTION w/RIP-RAP (FLOW SPREADER)
NOT TO SCALE
NOTE:
SIDE SLOPES MAY NEED FIELD ADJUSTMENT
AS ORDERED BY RESIDENT ENGINEER
SLOPE A.O.B.E.
TABLE OF MINIMUM STONE FILLING APRON DIMENSIONS
STONE FILLING
D50=6 STONE FILLING
N.Y.S.D.O.T. ITEM 620-2.02
W (in.)
30'-0"5'-0"24"
L (in.)T (in.)
L
STONE FILLING PER
SPECIFICATIONS (SEE TABLE)
STONE FILLING PER
SPECIFICATIONS (SEE TABLE)
PROPOSED FINISHED
GRADE VARIES-SEE
PLANS & PROFILES
DRAIN PIPE, SEE PLANS
FOR PIPE SIZE
GEOTEXTILE PER
SPECIFICATIONS
T
DRAIN PIPE, SEE PLANS
FOR PIPE SIZE
W
PROVIDE EROSION
PROTECTION,TOPSOIL & SEED PER
SPECIFICATIONS (TYP)
ROUND 5'
VERTICAL CURVE (TYP)
DRAIN PIPE, SEE PLANS
FOR PIPE SIZE
SPECIFIED STONE FILLING
GEOTEXTILE PER SPECIFICATIONS
EXISTING GROUND (TYP.)
W
LS-204
PERMANENT CHAIN LINK FENCE
PROPERTY LINE AS SHOWN
ON SHT CS-101
AS SHOWN ON SHEET CS-101
1'-0"
LS-204
PERMANENT CHAIN LINK FENCE
PROPERTY LINE
AS SHOWN ON
SHT CS-101
AS SHOWN ON SHEET CS-101
1'-0"
EXISTING
GRADE
FIN. GRADE
PLAN VIEW
PIPE INVERT ELEVATION
& SIZE (SEE PLAN &
PROFILE)
B
CS-201
#4'S @16"
O.C. HORIZ.
FLOW IN FLOW OUT
#5'S @ 8"
O.C. VERT.
4' -0
SECTION A
(SEE PLAN FOR TRUE ORIENTATION)
A
CS-201
SECTION B
B
CS-201
A
CS-201
HEAVY DUTY FRAME AND COVER,
TYP., AS SPECIFIED; RIM ELEV. AS
INDICATED ON PLANS
6'-0"
6'-0"
OUTLET CONTROL MANHOLE
NOT TO SCALE
2'-6"Ø
OC T
YP
8"
8" M
AX
8"
FIN. GRADE
CS-201
6" THICK REINFORCED
CONCRETE WALL
SEE
DETAIL
JOINTS MADE WATER TIGHT W/
BUTYL ROPE BETWEEN
MANHOLE SECTIONS; APPLY
BITUMASTIC JOINT COMPOUND
INSIDE & OUT FOLLOWING
ASSEMBLY
REINFORCED PRE-CAST
CONCRETE RECTANGULAR
MANHOLE SECTIONS
COMPRIZED OF TOP,
INTERMEDIATE(S) AND
BOTTOM SECTIONS, HEIGHT OF
EACH SECTION AS REQUIRED,
MANUFACTURED IN
ACCORDANCE W/ ASTM
C478-85a; BOTTOM SECTION
SHALL HAVE INTEGRAL FLOOR;
PLUG ALL LIFTING HOLES W/
CEMENT MORTAR
PRECAST CONCRETE GRADE
RINGS AS REQUIRED TO MEET
FINISH GRADE (MORTAR
ENTIRE OUTSIDE)
CEMENT MORTAR ALL
AROUND FRAME
HEAVY DUTY FRAME AND COVER,
TYP., AS SPECIFIED; RIM ELEV. AS
INDICATED ON PLANS
FLOW
OUTLET
MANHOLE STEPS, TYP.:
COPOLYMER POLYPROPYLENE
PLASTIC ENCAPSULATED #4 ASTM
A615 GRADE 60 STEEL
REINFORCEMENT
FLEXIBLE PIPE-TO-MH JOINT
(PRESS WEDGE II SEAL OR EQ.)
UNDISTURBED EARTH
12" MIN. CRUSHED STONE
BEDDING WRAPPED IN FILTER
FABRIC
3'-0"6"
TYP
2'-0"
OPENING
TYP
6" 4'-0" 6"
TYP
FLOW
INLET
ELEV.
4'-0"
CONCRETE WEIRS/WALLS WITHIN OUTLET CONTROL MANHOLE
NOTE TO SCALE
1157.50
4' -0
ELEV.
1153.50
BOTTOM OF MH
6" THICK REINFORCED CONCRETE
WALL
OUTLET CONTROL WITHIN MANHOLE
6"
2' -0
OP
EN
IN
G
STORMWATER MANAGEMENT
DETAILS
CS-201
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
DRAIN INLET PLAN
NOT TO SCALE
DRAIN INLET ELEVATION
NOT TO SCALE
DRAIN INLET GRATE
NOT TO SCALE
DE
PT
H
VA
RI
ES
(S
EE
P
LA
N
SH
TS
FO
R
IN
VE
RT
D
EP
TH
S)
8"
TYP
TY
P
6"
TYP
8"
3"
COMPACTED CRUSHED LIMESTONE BEDDING
BOTTOM SLAB NO. 4 BARS AT 6" O.C.
(EACH WAY)
8"
REQ'D STEPS
#5 BARS AT
12" O.C.
#5 BARS AT 5" O.C.
OR 3 #5 BARS (MIN)
#5 BARS AT
12" O.C.
#5 BARS AT 5" O.C.
OR 3 #5 BARS (MIN)
5" 5"
5"5"12"
W
AL
L " B"
SQUARE " GRATE " (V-5724-1)
CULVERT SIZEBOTTOM SLABTOP SLAB (A & B)
8 7/8"3'-4"X 3'-4"4'-4"X 4'-4"15"Ø C
WALL "A"
#5 BARS AT 5" O.C.
OR 3 #5 BARS (MIN)
#5 BARS AT 5" O.C.
OR 3 #5 BARS (MIN)
PRECAST
CONCRETE BOX
WALL "A"
"C""C" G (VFG 24 x 24)
V-5724-1
#5 BARS AT 5" O.C.
(3 BARS MIN)
#5 BARS AT
12" O.C.
3 #5 BARS AT
12" O.C.
K (VFG 24 x 30) V-5662
1 1/2" (TYP)
24" SQ.
GRATE TOP VIEW GRATE SECTION FRAME TOP VIEW
2 14"
1 78"
1 16
1 16
5 8" 3 4"
6 5 8"
GRATE SECTION FRAME SECTION
24" SQ.
1 7 8"
2 1 4"
8"3
4"
1 116"
1 116"
1 1 2" 1
7/ 8"
25 1/2" SQ.
24 1/4" SQ.
5/
8" 22 1/4" SQ.
26" SQ.
1/8"
PIPE SIZE
9 7/8"3'-6"X 3'-6"4'-6"X 4'-6"18"Ø
MANHOLE STEPS, TYP.: COPOLYMER
POLYPROPYLENE PLASTIC ENCAPSULATED #4
ASTM A615 GRADE 60 STEEL REINFORCEMENT
DRAINANGE MANHOLE PLAN
NOT TO SCALE
STANDARD M.H. SCHEDULE
6'-4"10" - 24"
"A" (DIA.OF PIPE) "C"
C/L
C/L
DRAINANGE MANHOLE ELEVATION
NOT TO SCALE
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"
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"
CATCH BASIN PLAN
NOT TO SCALE
CATCH BASIN ELEVATION
NOT TO SCALE
CATCH BASIN SECTION
NOT TO SCALE
3,000 PSI CONC.
#4 BARS AT 6" O.C.
(EACH WAY)
8"
NEENAH FOUNDRY
R-3501-L1A INLET FOR ROLL
TYPE CURB
#4 BARS AT 6" O.C.
DE
PT
H
VA
RI
ES
(S
EE
P
LA
N
SH
TS
FO
R
IN
VE
RT
D
EP
TH
S)
15"-18"
8" ST
UB
1'-912" 8"
TYP
TOP OF CURB
3'-114"
1'-10"
NOTE:
CONTRACTOR SHALL PROVIDE
WROUGHT IRON STEPS IN ALL CATCH
BASIN 4'-0" DEEP AND OVER
6"
TYP
4"81
2"
1'-0"
NEENAH FOUNDRY
R-3501-L1A INLET FOR ROLL
TYPE CURB
4'-112"
6" 8" 1'-912" 8" 6"
8"
3'-112"
GUTTERLINE
GUTTER LINE AT
CATCH BASIN
ROLL OVER TYPE 3/4" EXPANSION
MATERIAL
TOP OF CURB
PAVEMENT
THICKNESS #4 BARS
3/4" EXPANSION
MATERIAL
#4 BARS
#4 BARS AT 6" O.C.
(EACH WAY)
4" 61 4"
81 2"
OUTSIDE WALL OF CATCH BASIN
3/4" EXPANSION JOINT
NEENAH FOUNDRY R-3501-L1A INLET FOR
ROLL TYPE CURB
GUTTER LINE
BACK OF CURB
#4 BARS AT 6" O.C.
(EACH WAY)
#4 BARS AT 6" O.C.
(EACH WAY) 1/2" WEB (TYP)
1' -0
1'-0"
C L
PRECAST CONCRETE
BOX
PRECAST CONCRETE
BOX
CROSS DRAIN PIPE
MAIN DRAIN PIPE
COMPACTED CRUSHED
LIMESTONE BEDDING
8"
TY
P
STUB OUT FOR 6" CORRUGATED
PERFORATED HDPE UNDERDRAIN
(SEE DETAIL 3 ON SHT. CP-201)
COMPACTED CRUSHED
LIMESTONE BEDDING
8"
TY
P
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
UN
CH
PIPE O.D.
TRENCH WIDTH (SEE TABLE)
PIPE DIA. TRENCH WIDTH
15" 63" (MIN.)
18" 66" (MIN.)
STORMWATER MANAGEMENT
DETAILS
CS-202
N
C
A
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
GRAVESITE EXPANSION
PHASE 1
BATH NATIONAL CEMETERY
803CM3014
June 3, 2021
FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION
MMACM
1011 N. CAUSEWAY BLVD., STE 19
MANDEVILLE, LA 70471
ALAL
Engineering
PRINCIPPRINCIP
NOTE:
CONTRACTOR SHALL SUBMIT PRE-CAST CONCRETE BOX SHOP DRAWINGS FOR ALL DRAINAGE STRUCTURES TO THE COR FOR REVIEW AND APPROVAL PRIOR TO ORDER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TOP AND FLOW ELEVATIONS. TOP OF THE INLETS SHALL BE FLUSHED WITH THE PROPOSED GRADES AND HAVE POSITIVE
DRAINAGE FLOW TO THE INLET.
TO
P
.3
IN
V.
5.
IN
V.
5.
(1 5"
R
CP
)(S W
IN
V.
6.
(6
" P
ER
F
HD
PE
)(S
W
IN
V.
5.
(1 5"
R
CP
)(E
CB
-3
TO
P
.0
IN
V.
9.
IN
V.
9.
(1 5"
R
CP
)(S W
IN
V.
9.
(1
5" R
CP
)(N
E)
DH
M
-1
TO
P
.5
IN
V.
4.
IN
V.
4.
(1 5"
R
CP
)(E
DI
-3
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 5'
DRAIN INLET #3 TO INFILTRATION GALERY
0' 50' 100' 150' 200' 250' 300' 350' 400'
15" N-12 HDPE92 LF @ 4.92%
18" N-12 HDPE
31 LF @ 0.31%
15" N-12 HDPE
48 LF @ 1.06%
15" N-12 HDPE76 LF @ 4.62%
15" N-12 HDPE
58 LF @ 17.65%
15" N-12 HDPE39 LF @ 2.59% NEW FINISHED GRADE
INV. 1154.00
TO
P
.6
IN
V.
5.
IN
V.
5.
(1 5"
R
CP
)(W
IN
V.
8.
(8 " H
DP
E)
(S E)
IN
V.
5.
(1 8"
H
DP
E) (E
DM
H-
TO
P
.8
IN
V.
4.
IN
V.
5.
(1 8"
H
DP
E) (W
IN
V.
4.
(4
2" H
DP
E)
(N E)
AC
CE
SS
R
IS
ER
INFILTRATION GALLERY
42" HDPE HEADER PIPE
TO
P
.5
IN
V.
4.
IN
V.
4.
(1 5"
R
CP
)(E
DI
-3
TO
P
.4
IN
V.
3.
IN
V.
3.
(1 5"
R
CP
)(W
IN
V.
5.
(6 " P
ER
F
HD
PE
)(S W
IN
V.
3.
(1
5" R
CP
)(N
E)
CB
-2
TO
P
.0
IN
V.
9.
IN
V.
9.
(1 5"
R
CP
)(S W
IN
V.
9.
(1
5" R
CP
)(N
E)
DH
M
-1
TO
P
.3
IN
V.
5.
IN
V.
5.
(1 5"
R
CP
)(S W
IN
V.
6.
(6
" P
ER
F
HD
PE
)(S
W
IN
V.
5.
(1 5"
R
CP
)(E
CB
-3
TO
P
.2
IN
V.
4.
IN
V.
4.
(1 5"
R
CP
)(W
IN
V.
4.
(1 5"
R
CP
)(E
IN
V.
5.
(6 " P
ER
F
HD
PE
)(E
CB
-1
EXISTING GRADE
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 5'
DRAIN INLET #2 to OUTLET PIPE
50' 100' 150' 200'
18" N-12 HDPE
78 LF @ 0.78%
HORZ SCALE: 1" = 20'
VERT SCALE: 1" = 5'
DRAIN INLET #4 TO CATCH BASIN #4
50' 100' 150' 200' 250' 300' 350' 375'
TO
P
.8
IN
V.
5.
IN
V.
5.
(1 8"
R
CP
)(W
IN
V.
5.
(1 8"
R
CP
)(S E)
IN
V.
5.
(1 5"
R
CP
)(N W
IN
V.
5.
(1
8" R
CP
)(N
E)
CB
-5
TO
P
.3
IN
V.
6.
IN
V.
0.
(1 5"
R
CP
)(S W
IN
V.
1.
(6
" P
ER
F
HD
PE
)(S
E)
IN
V.
6.
(1
8" R
CP
)(N
W
CB
-4
15" N-12 HDPE
142 LF @ 0.56%
TO
P
.2
IN
V.
6.
IN
V.
6.
(1 5"
H
DP
E) (S
W
IN
V.
6.
(1 5"
R
CP
)(S E)
IN
V.
9.
(6 " P
ER
F
HD
PE
)(E
CB
-6
NEW FINISHED GRADE
TO
P
.1
IN
V.
3.
IN
V.
4.
(4 2"
H
DP
E) (S
W
IN
V.
4.
(1 5"
H
DP
E) (N
E)
O U
TL
ET
C
TR
L M
H
TO
P
.0
IN
V.
7.
IN
V.
7.
(1 5"
H
DP
E) (N
E)
DI
-4
15" N-12 HDPE
121 LF @ 1.00%
18" N-12 HDPE20 LF @ 1.30%
INFILTRATION GALLERY
42" HDPE HEADER PIPE
42" N-12 HDPE
4 LF @ 0.00%
15" N-12 HDPE
22 LF @ 9.43%
TO
P
.6
IN
V.
4.
IN
V.
5.
(1 8"
R
CP
)(S W
IN
V.
4.
(4
2" H
DP
E)
(N E)
AC
CE
SS
R
IS
ER
INV. 1152.00
NEW FINISHED
GRADE
EXISTING GRADE
EXISTING GRADE
TO
P
.0
IN
V.
7.
IN
V.
7.
(1 8"
R
CP
)(E
DI
-2
18" N-12 HDPE40 LF @ 3.83%
TO
P
.8
IN
V.
5.
IN
V.
5.
(1 8"
R
CP
)(W
IN
V.
5.
(1 8"
R
CP
)(S E)
IN
V.
5.
(1 5"
R
CP
)(N W
IN
V.
5.
(1
8" R
CP
)(N
E)
CB
-5
FLOW
SPREADER
INV. 1154.00
STORMWATER PROFILES
& SECTIONS
CS-301
N
C
A
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…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .