TNC_Bid Documents_Plans_Sheets 17-32_937CM3002 - Copy.pdf
PDF 7 MB Posted
- Solicitation number
- 36C78623B0037
About this file
This document package includes plans and specifications for a gravesite expansion project at the Tallahassee National Cemetery. The project scope involves expanding burial areas with additional pre-placed lawn crypts, constructing associated infrastructure like roads, utilities and drainage improvements, and renovating existing committal shelters and columbarium walls. Key project components include installing approximately 3,000 new pre-placed concrete lawn crypts in six burial sections, upgrading stormwater and irrigation systems, replacing service emblems on two committal shelters, and repairing joints and resealing granite on columbarium walls. The contract solicitation number is 36C78623B0037 with an opportunity type of Solicitation. The awarding agency is the Department of Veterans Affairs National Cemetery Administration. The specifications provide construction details for site work, crypt installations, utility work and other improvements required to complete the gravesite expansion.
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Text version
18" DPP
INLET
TOP=131.30
INV. A= 125.73
INV. B= 121.28
TO
P=
4.
IN
V.
A
4.
IN
V.
B
4.
E
SEC
SEC SEC
SEC
SECTION 8
968 IN-GROUND
CREMAINS SITES
( 4'x4' PLOTS)
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
M7-A
M7-B
BM7
M8-A
M8-B
BM8
SM6-B
SM7-A SM7-B
SM8-A
FWS1
665A
665A
665A
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT ASSOCIATED WITH SUBJECT
BURIAL SECTION IDENTIFIED ON THIS PLAN TITLE
IN-GROUND CREMAINS SITES
SITE LAYOUT NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD
BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING
SYSTEMS AND BASED ON TWO OPUS STATIC READING AND VERIFIED WITH RTK
TO, HORIZONTAL FIRST ORDER, VERTICAL SECOND ORDER, MONUMENT
WINDWOOD 1978. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN
DATUM OF 1983 (NAD83), STATE PLANE COORDINATE SYSTEM OF FLORIDA,
NORTH ZONE, US SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
MONUMENT LAYOUT CHART
MONUMENT I.D. NORTHING EASTING
M5-A 517723.62 2066955.70
M5-B 517704.88 2066999.89
BASELINE BEARING [DEFINED BY]
BM5 S67° 01' 04.29"E [M5-A TO M5-B]
M6-A 517522.71 2066869.71
M6-B 517514.9 2066925.17
M7-A 517351.18 2066859.92
M7-B 517369.40 2066912.87
M8-A 517193.90 2066929.10
M8-B 517234.19 2066968.00
BM6 S81° 59' 04.19"E [M6-A TO M6-B]
BM7 N71° 00' 24.36"E [M7-A TO M7-B]
BM8 N43° 59' 52.91"E [M8-A TO M8-B]
SEC. MARKER LAYOUT CHART
MARKER I.D. NORTHING EASTING
SM5-A 517720.31 2066938.25
SM5-B 517573.42 2066875.71
SM6-A 517526.72 2066857.46
SM6-B 517413.99 2066841.08
SM7-A 517348.96 2066847.35
SM7-B 517238.83 2066885.25
SM8-A 517185.80 2066918.83
SM8-B 517109.47 2067000.84
F.W.S LAYOUT CHART
MARKER I.D. NORTHING EASTING
FWS1 517384.97 2066840.72
FWS2 517096.06 2067012.89
EX. FWS1 518263.30 2066806.21
EX. FWS2 517743.50 2066889.35
EX. FWS3 517729.99 2066939.30
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
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PL
AN
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CS
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
BURIAL SECTION NUMBERING PLAN
SECTION 7
CS112
18" DPP
INLET
TOP=131.30
INLET
TOP=127.98
INV. A= 118.12
INV. B= 117.98
TOP=13
4.6
IN
V. A
= 12 4.5
IN
V. B
= 12 4.4
"DO NOT ENTER"
SIGN
SEC
SEC
SEC
SECTION 8
968 IN-GROUND
CREMAINS SITES
( 4'x4' PLOTS)
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
M8-A
M8-B
BM8
SM7-B
SM8-A
SM8-B
FWS2
665A
665A
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT ASSOCIATED WITH SUBJECT
BURIAL SECTION IDENTIFIED ON THIS PLAN TITLE
IN-GROUND CREMAINS SITES
SITE LAYOUT NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD
BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING
SYSTEMS AND BASED ON TWO OPUS STATIC READING AND VERIFIED WITH RTK
TO, HORIZONTAL FIRST ORDER, VERTICAL SECOND ORDER, MONUMENT
WINDWOOD 1978. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN
DATUM OF 1983 (NAD83), STATE PLANE COORDINATE SYSTEM OF FLORIDA,
NORTH ZONE, US SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
MONUMENT LAYOUT CHART
MONUMENT I.D. NORTHING EASTING
M5-A 517723.62 2066955.70
M5-B 517704.88 2066999.89
BASELINE BEARING [DEFINED BY]
BM5 S67° 01' 04.29"E [M5-A TO M5-B]
M6-A 517522.71 2066869.71
M6-B 517514.9 2066925.17
M7-A 517351.18 2066859.92
M7-B 517369.40 2066912.87
M8-A 517193.90 2066929.10
M8-B 517234.19 2066968.00
BM6 S81° 59' 04.19"E [M6-A TO M6-B]
BM7 N71° 00' 24.36"E [M7-A TO M7-B]
BM8 N43° 59' 52.91"E [M8-A TO M8-B]
SEC. MARKER LAYOUT CHART
MARKER I.D. NORTHING EASTING
SM5-A 517720.31 2066938.25
SM5-B 517573.42 2066875.71
SM6-A 517526.72 2066857.46
SM6-B 517413.99 2066841.08
SM7-A 517348.96 2066847.35
SM7-B 517238.83 2066885.25
SM8-A 517185.80 2066918.83
SM8-B 517109.47 2067000.84
F.W.S LAYOUT CHART
MARKER I.D. NORTHING EASTING
FWS1 517384.97 2066840.72
FWS2 517096.06 2067012.89
EX. FWS1 518263.30 2066806.21
EX. FWS2 517743.50 2066889.35
EX. FWS3 517729.99 2066939.30
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
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CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CS
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
BURIAL SECTION NUMBERING PLAN
SECTION 8
CS113
LIMITS OF
CONSTRUCTION
EX. SECTION 1
EX. SECTION 2
LIMITS OF
CONSTRUCTION
CONN. 4" UNDERDRAIN
TO NEAREST EX. STORM
SEWER VIA INSERTA TEE
130130
135135
155150
TREE LINE
TREE LINE
TREE LINE
TREE LINE TREE LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
18" DPP
18" DPP
" D
PP
18" DPP
" D
PP
18" DPP
" D
PP
A
B
C
18" DPP
" D
PP
TOP=112.52
INV. A= 103.84
INV. B= 102.07
INV. C= 102.05
INLETTOP=131.30
INV. A= 125.73
INV. B= 121.28
INLET
TOP=131.13
INV. A= 126.09
INLETTOP=127.98
INV. A= 118.12
INV. B= 117.98
INLET
TOP=134.58
INV. A= 124.28
INV. B= 124.22
INLET
TOP=134.61
INV. A= 124.51
INV. B= 124.41
INLET
TOP=122.47
INV. A= 117.77
INV. B= 117.75
INLET
TOP=138.44
INV. A= 127.96
INLET
TOP=143.54
INV. A= 133.54
INLET
TOP=146.49
INV. A=137.28
INV. B=133.25
INV. C= 133.23
INLET
TOP=148.99
INV. A= 140.84
STORM MANHOLE
TOP=143.59INV. TO BOTTOM OF STRUCTURE= 132.24
SD
EX. FLAG POLE (TYP.)
EX. WATER
VALVE (TYP.)
TR
EX. ELECTRICAL
TRANSFORMER
(TYP.)
TR
C
C
C
C
EX. COMMUNICATION
PEDESTAL (TYP.)
E
FLORAL/GROUND POLICY
MEMORIAL WALK
OSSUARY & MEMORIAL
WALL PLAZA DIRECTORY
COMMITTAL SHELTER 1
"DO NOT ENTER"
SIGN
BENCHMARK #1:
ELEV.=135.042
N:517,306.953
E:2,066,820.117
EX. CEMETERY GRID
MONUMENT (TYP.)
V V
EX. GAS
VALVE (TYP.)
M.U.
EX. GAS
TRAP
HO
NO
R
CI
R.
HONOR CIR.
OSSUARY &
MEMORIAL
WALLS
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
SECTION 5
1,638 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 8
968 IN-GROUND
CREMAINS SITES
( 4'x4' PLOTS)
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
SECTION 6
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
SEC
SEC
SEC
SEC
SEC
SEC
SEC
SEC
15" HDPE
15" HDPE
15" HDPE
15" HDPE
12" HDPE
" H
DP
E
4" HDPE
CONN. 4"
UNDERDRAIN TO EX.
18" STORM SEWER
VIA INSERTA TEE
CONN. 4"
UNDERDRAIN TO EX.
18" STORM SEWER
VIA INSERTA TEE
4" HDPE
UNDERDRAIN
TEST-PIT
TEST-PIT
4" HDPE
4" HDPE
4" HDPE
" H
DP
E
CONN. 4"
UNDERDRAIN TO EX.
18" STORM SEWER
VIA INSERTA TEE
CONN. 4"
UNDERDRAIN TO EX.
18" STORM SEWER
VIA INSERTA TEE
CONN. VIA
18"X15" TEE
2.9
2.3
2.2
3.0
48 14
GS
48 82
GS
42 52
GS
42 60
GS
42 61
GS
41 59
GS
37 98
GS
38 68
GS
39 11
GS
39 98
GS
39 28
GS
37 36
GS
36 28
GS
34 81
GS
35 65
GS
37 41
GS 38 76
GS
34 75
GS
32 72
GS
33 14
GS
39 69
GS
39 97
GS
42 35
GS
42 67
GS
48 47
GS
49 67
GS
51 60
GS
51 80
GS
53 27
GS
49 15
GS
48 90
GS
49 10
GS 49 35
GS
48 76
GS
48 46
GS
55 90
GS
56 10
GS
48 84
GS
51 55
GS
51 75
GS
55 33
GS 55 53
GS
51 86
GS
GS
35 35
GS
48 85
GS
39 66
GS
40 86
GS
41 26
GS
30 42
GS
30 54
GS
30 50
GS 30 29
GS
35 95
GS
35 84
GS
35 71
GS
35 82
GS
GRADING PLAN LEGEND
GRAPHIC DESCRIPTION
PROPOSED MINOR CONTOUR23
PROPOSED MAJOR CONTOUR25
EXISTING MINOR CONTOUR23
EXISTING MAJOR CONTOUR25
28 31
GS
PROPOSED GROUND ELEVATION OF
ASPHALT, AND TOP OF STRUCTURES
GRADING AND DRAINAGE NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD
BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING
SYSTEMS AND BASED ON TWO OPUS STATIC READING AND VERIFIED WITH RTK
TO, HORIZONTAL FIRST ORDER, VERTICAL SECOND ORDER, MONUMENT
WINDWOOD 1978. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN
DATUM OF 1983 (NAD83), STATE PLANE COORDINATE SYSTEM OF FLORIDA,
NORTH ZONE, US SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE OBTAINED
FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY LOCATIONS AS SHOWN
HEREON WERE OBTAINED BY UTILIZING RADIODETECTION RD8100 PIPE AND
CABLE LOCATOR, LEICA ULTRA PIPE AND CABLE LOCATOR, AND LEICA DS200
GROUND PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE
INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS NOT
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE OWNER, ARCHITECT,
CONTRACTOR, AND THEIR AGENTS ARE RESPONSIBLE FOR MAKING THEIR OWN
DETERMINATIONS AS TO THE ACTUAL SIZE, TYPE AND LOCATION OF
UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID
DAMAGE THERETO.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES ON THE PROJECT. THE CONTRACTOR SHALL HIRE AN INDEPENDENT
UTILITY LOCATING COMPANY TO LOCATE ALL UTILITIES PRIOR TO THE START OF
WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING STORM SEWER
LOCATION, AND STRUCTURE INVERTS AT PROPOSED TIE-IN(S) PRIOR TO
CONSTRUCTION.
6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE LIMITS OF
DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE THEIR TOPS RESET TO
FINAL GRADE.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CG
1.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
NORTH
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
GRADING & DRAINAGE PLAN
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
CG101
MATCHLINE
THIS SHEET
MATCHLINE
THIS SHEET
EX. SECTION 1 & 2 FWS
EX. SECTION 1 & 2 FWS
6.
0.
B
SEC
SEC
SEC
SECTION 5
1,638 PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
5 14
14314414
151 15
14214
151152153
4146147
FINISHED GRADE/
SUBGRADE
PITCH: 3.00%
S22° 58' 55.71"W
S34° 34' 50.00"W
4'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
INV. 136.69 (12")
INV. 137.02 (4")
7.00' - 4" SOLID
HDPE @0.50%
CONN. TO SOLID 4"
HDPE PIPE
' (T
YP
' (T
YP
' (T
YP
INV.=132.59
INV.=134.55
43.84' - 12" SOLID HDPE @4.47%
35.56' - 12" SOLID HDPE @6.00%
5'
57' (TYP.)57' (TYP.) 57' (TYP.)
6'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
6'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
5'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
WYE CONN.
INV. 137.81 (12")
INV. 138.14 (4")
7.00' - 4" SOLID
HDPE @0.50%
CONN. TO
SOLID 4"
HDPE PIPE
CONN. TO
SOLID 4"
HDPE PIPE
CONN. TO
SOLID 4"
HDPE PIPE
7.00' - 4" SOLID
HDPE @0.50%
79.00' - 4" SOLID
HDPE @0.50%
45° BEND
45° BEND
45° BEND
45° BEND
INV. 141.27 (12")
57' - 12" SOLID HDPE @1.96%
7' - 12" SOLID
HDPE @0.50%
57' - 12" SOLID HDPE @3.00%57' - 12" SOLID HDPE @3.00%
WYE CONN.
INV. 139.52 (12")
INV. 139.85 (4")
WYE CONN.
INV. 141.23 (12")
INV. 141.56 (4")
INV. 141.96 (4")
INV. 139.89 (4")
INV. 138.18 (4")
INV. 137.06 (4")
45° BEND
STR. 6
INV. OUT = 137.59(15")
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAINS SITES
GRADING AND DRAINAGE NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN
THE FIELD BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL
POSITIONING SYSTEMS AND BASED ON TWO OPUS STATIC READING
AND VERIFIED WITH RTK TO, HORIZONTAL FIRST ORDER, VERTICAL
SECOND ORDER, MONUMENT WINDWOOD 1978. THE HORIZONTAL
REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83),
STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US
SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE
OBTAINED FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY
LOCATIONS AS SHOWN HEREON WERE OBTAINED BY UTILIZING
RADIODETECTION RD8100 PIPE AND CABLE LOCATOR, LEICA ULTRA
PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND
PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE
INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE
RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE
ACTUAL SIZE, TYPE AND LOCATION OF UNDERGROUND AND OTHER
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES ON THE PROJECT. THE CONTRACTOR
SHALL HIRE AN INDEPENDENT UTILITY LOCATING COMPANY TO
LOCATE ALL UTILITIES PRIOR TO THE START OF WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
STORM SEWER LOCATION, AND STRUCTURE INVERTS AT PROPOSED
TIE-IN(S) PRIOR TO CONSTRUCTION.
6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE
LIMITS OF DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE
THEIR TOPS RESET TO FINAL GRADE.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
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HA
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PA
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CG
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION GRADING
ENLARGEMENT PLAN SECTION 5
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
CG110
AutoCAD SHX Text
FG: 1136.90 TL: 1135.15
AutoCAD SHX Text
FG: 1137.50 INV.: 1129.25
AutoCAD SHX Text
FG 141.53
18" DPP
IN
LE
T
TO
P=
3.
IN
V.
A
3.
E
SEC
SEC
SEC
SEC
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
SECTION 6
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
144 14
FINISHED GRADE/SUBGRADEPITCH: 3.00%S22° 58' 55.71"W
FINISHED GRADE
PITCH: 2.24%
S34° 34' 50.00"W
FINISHED GRADE
PITCH: 2.33%
S45° 32' 36.32"W
INV. 136.69 (12")INV. 137.02 (4")
7.00' - 4" SOLIDHDPE @0.50%
CONN. TO SOLID 4"HDPE PIPE
STR. 3
INV. IN = 132.98 (15")
INV. OUT = 132.88 (15")
6.3
6'
- 1
5" S
OL
ID
H
DP
E
5.1 5%
' (T
YP
' (T
YP
' (T
YP
' (T
YP
' (T
YP
' (T
YP
CONN. VIA 18"X15" TEE
INV. = 126.36
INV.=125.01
INV.=132.59
INV.=134.55
43.84' - 12" SOLID HDPE @4.47%
35.56' - 12" SOLID HDPE @6.00%
5'
57' (TYP.)
6'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
6'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
5'
- 4 " P
ER
FO
RA
TE
D
HD
PE
0.5 0%
WYE CONN.INV. 137.81 (12")INV. 138.14 (4")
7.00' - 4" SOLIDHDPE @0.50%
CONN. TOSOLID 4"HDPE PIPE
45° BEND
45° BEND
57' - 12" SOLID HDPE @1.96%
INV. 138.18 (4")
INV. 137.06 (4")
45° BEND
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAINS SITES
GRADING AND DRAINAGE NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN
THE FIELD BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL
POSITIONING SYSTEMS AND BASED ON TWO OPUS STATIC READING
AND VERIFIED WITH RTK TO, HORIZONTAL FIRST ORDER, VERTICAL
SECOND ORDER, MONUMENT WINDWOOD 1978. THE HORIZONTAL
REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83),
STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US
SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE
OBTAINED FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY
LOCATIONS AS SHOWN HEREON WERE OBTAINED BY UTILIZING
RADIODETECTION RD8100 PIPE AND CABLE LOCATOR, LEICA ULTRA
PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND
PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE
INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE
RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE
ACTUAL SIZE, TYPE AND LOCATION OF UNDERGROUND AND OTHER
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES ON THE PROJECT. THE CONTRACTOR
SHALL HIRE AN INDEPENDENT UTILITY LOCATING COMPANY TO
LOCATE ALL UTILITIES PRIOR TO THE START OF WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
STORM SEWER LOCATION, AND STRUCTURE INVERTS AT PROPOSED
TIE-IN(S) PRIOR TO CONSTRUCTION.
6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE
LIMITS OF DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE
THEIR TOPS RESET TO FINAL GRADE.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CG
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
BURIAL SECTION GRADING
ENLARGEMENT PLAN SECTION 6
CG111
AutoCAD SHX Text
FG: 1136.90 TL: 1135.15
AutoCAD SHX Text
FG: 1137.50 INV.: 1129.25
8.
18" DPP
INLET
TOP=131.30
INV. A= 125.73
INV. B= 121.28
TO
P=
4.
IN
V.
A
4.
IN
V.
B
4.
E
SEC
SEC SEC
SEC
SECTION 8
968 IN-GROUND
CREMAINS SITES
( 4'x4' PLOTS)
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
FINISHED GRADE
PITCH: 2.24%
S34° 34' 50.00"W
FINISHED GRADE
PITCH: 2.33%
S45° 32' 36.32"W
FINISHED GRADE
PITCH: 2.94%
S34° 12' 56.24"W
STR. 3INV. IN = 132.98 (15")
INV. OUT = 132.88 (15")
6.3
6'
- 1
5" S
OL
ID
H
DP
E
5.1 5%
' (T
YP
' (T
YP
' (T
YP
' (T
YP
72' (TYP.)
72' (TYP.)
CONN. VIA 18"X15" TEE
INV. = 126.36
INV.=125.01
' - 4
" P
ERFO
RATE
D HDPE @
0.5 0%
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAINS SITES
GRADING AND DRAINAGE NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN
THE FIELD BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL
POSITIONING SYSTEMS AND BASED ON TWO OPUS STATIC READING
AND VERIFIED WITH RTK TO, HORIZONTAL FIRST ORDER, VERTICAL
SECOND ORDER, MONUMENT WINDWOOD 1978. THE HORIZONTAL
REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83),
STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US
SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE
OBTAINED FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY
LOCATIONS AS SHOWN HEREON WERE OBTAINED BY UTILIZING
RADIODETECTION RD8100 PIPE AND CABLE LOCATOR, LEICA ULTRA
PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND
PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE
INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE
RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE
ACTUAL SIZE, TYPE AND LOCATION OF UNDERGROUND AND OTHER
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES ON THE PROJECT. THE CONTRACTOR
SHALL HIRE AN INDEPENDENT UTILITY LOCATING COMPANY TO
LOCATE ALL UTILITIES PRIOR TO THE START OF WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
STORM SEWER LOCATION, AND STRUCTURE INVERTS AT PROPOSED
TIE-IN(S) PRIOR TO CONSTRUCTION.
6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE
LIMITS OF DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE
THEIR TOPS RESET TO FINAL GRADE.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CG
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
BURIAL SECTION GRADING
ENLARGEMENT PLAN SECTION 7
CG112
AutoCAD SHX Text
FG: 1136.90 TL: 1135.15
AutoCAD SHX Text
FG: 1137.50 INV.: 1129.25
8.6
8.4
3.4
18" DPP
INLET
TOP=131.30
INLET
TOP=127.98
INV. A= 118.12
INV. B= 117.98
TOP=13
4.6
IN
V. A
= 12 4.5
IN
V. B
= 12 4.4
"DO NOT ENTER"
SIGN
SEC
SEC
SEC
SECTION 8
968 IN-GROUND
CREMAINS SITES
( 4'x4' PLOTS)
SECTION 7
968 IN-GROUND
CREMAINS SITES
(4'x4' PLOTS)
FINISHED GRADE
PITCH: 2.33%
S45° 32' 36.32"W
FINISHED GRADE
PITCH: 2.94%
S34° 12' 56.24"W
STR. 3
INV. IN = 132.98 (15")
INV. OUT = 132.88 (15")
' (T
YP
' (T
YP
' (T
YP
72' (TYP.)
72' (TYP.)
INV.=126.23
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (10' INTERVAL)
PROPOSED CONTOUR (2' INTERVAL)
INVERT OF STRUCTUREINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
STORM SEWER PIPE
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM STRUCTURES
FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAINS SITES
GRADING AND DRAINAGE NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN
THE FIELD BY LOWE ENGINEERS ON OCTOBER 7, 2022.
2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL
POSITIONING SYSTEMS AND BASED ON TWO OPUS STATIC READING
AND VERIFIED WITH RTK TO, HORIZONTAL FIRST ORDER, VERTICAL
SECOND ORDER, MONUMENT WINDWOOD 1978. THE HORIZONTAL
REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83),
STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US
SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE
OBTAINED FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY
LOCATIONS AS SHOWN HEREON WERE OBTAINED BY UTILIZING
RADIODETECTION RD8100 PIPE AND CABLE LOCATOR, LEICA ULTRA
PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND
PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE
INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE
RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE
ACTUAL SIZE, TYPE AND LOCATION OF UNDERGROUND AND OTHER
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES ON THE PROJECT. THE CONTRACTOR
SHALL HIRE AN INDEPENDENT UTILITY LOCATING COMPANY TO
LOCATE ALL UTILITIES PRIOR TO THE START OF WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
STORM SEWER LOCATION, AND STRUCTURE INVERTS AT PROPOSED
TIE-IN(S) PRIOR TO CONSTRUCTION.
6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE
LIMITS OF DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE
THEIR TOPS RESET TO FINAL GRADE.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CG
0.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
N
KEY MAP
(NOT TO SCALE)
TR
TR
TR
C
C
C
C
C
E
BURIAL SECTION GRADING
ENLARGEMENT PLAN SECTION 8
CG113
AutoCAD SHX Text
FG: 1136.90 TL: 1135.15
AutoCAD SHX Text
FG: 1137.50 INV.: 1129.25
STRM (1) PROFILE
STORM PROFILE
SCALE:
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
+0
0=
IN
LE
T
IN
V.
O
UT
=1
.84 (0
3-
IN
V.
IN
=1
.94 (0
5-
IN
V.
IN
=1
.94 (0
6-
+6
2.9 1=
IN
LE
T
IN
V.
O
UT
=1
.59
(0 4-
TO
P=
9.9
62.91' - 15" HDPE
@ 4.21%
TO
P=
1.5
PR. GRADE
EX. GRADE
25-YR HGL
STRM PROFILE
STORM PROFILE
SCALE:
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
EX. 18" STM
+0
0=
CO
NN
. V
IA
"X
" T
EE
IN
V.
=1
.36
TO
P=
9.2
TO
P=
9.9
66.32' - 15" HDPE
@ 0.51%
TO
P=
9.1
108.45' - 15" HDPE
@ 1.72%
126.53' - 15" HDPE
@ 5.15%
+0
1.3 0=
IN
LE
T
IN
V.
O
UT
=1
.28
(0 4-
+3
4.9 8=
IN
LE
T
IN
V.
O
UT
=1
.84
(0 3-
IN
V.
IN
=1
.94
(0 5-
IN
V.
IN
=1
.94
(0 6-
+2
6.5 3=
MA
NH
OL
E
IN
V.
O
UT
=1
.88
IN
V.
IN
=1
.98
(0 4-
PR. GRADE
EX. GRADE
25-YR HGL
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-1
1 T
AL
LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
S\
CU
5.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTSSTORM PROFILES &
COMPUTATIONS
CU265
A
A
7'-2" MIN.
5'- 0"
LIFTING LUG (TYP.)
3/4" MIN. HT. CASKET RISERS
(TYP.); MIN. 4 RISERS PER CRYPT
TOTAL OR 2 BARS
4"Ø TAPERED WEEP HOLE;
MIN. 2 HOLES PER CRYPT
TOTAL (TYP.); SHOW ON
SHOP DWGS.
2" MIN.2" MIN.
INNER SHELF EDGE
7'-6"
CHAMFER OR FILLET,
NO 90° ANGLE EDGES
" M
IN
. C
LE
AR
H T.
FR
OM
LO
W
ES
T
PA
RT
OF
IN
NE
R
SH
EL
F
TO
TO
P
OF
C
AS
KE
T
RI
SE
RS
" M
IN
. C
LE
AR
H T.
FR
OM
H
IG
HE
ST
P
AR
T
OF
IN
NE
R
SH
EL
F
TO
UN
DE
RS
ID
E
OF
C
RY
PT
LI
D
CRYPT LID
4'- 5 1 2"
2" MIN. 2" MIN.
CHAMFER OR FILLET,
NO 90° ANGLE EDGES
2'-6" MIN.
4'- 5 1 2"
5'- 0"
2'-10"
INNER SHELF EDGE
3"
1 2"
CRYPT LID
NOTE: SIDE STIFFENING RIBS
NOT SHOWN (REQUIRED
FOR PERIMETER CRYPTS)
3/4" MIN. HT. CASKET
RISERS (TYP.); MIN. 4
RISERS PER CRYPT
TOTAL OR 2 BARS
4"Ø TAPERED WEEP
HOLE; MIN. 2 HOLES PER
CRYPT TOTAL (TYP.);
SHOW ON SHOP DWGS.
LIFTING LUG (TYP.)
CRYPT END VIEW
SECTION A-ACRYPT SIDE VIEW
PLAN VIEW
3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER
CRYPT TOTAL OR 2 BARS
4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL
(TYP.); SHOW ON SHOP DWGS.
1'-8"
1'-11"
8"
7"
1'- 3"
GR
AV
ES
IT
E
GR
ID
LIN
E (A
S
SH
OW
N
ON
P
LA
NS
CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)
BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)
SIDE VIEW
6" TOPSOIL
PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:
7'-6"L X 2'-10"W
5''
EQ.
7'- 3"
1'- 9"
6"
8'-0" O.C. (TYP. GRAVE/PLOT)
MEASURED HORIZONTALLY
AT TOP OF CRYPTFINISH GRADE
AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH
APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND
ALLOWED)
STONE DRAINAGE LAYER
TOP OF CRYPT LID
ELEVATION (TL)
FINISHED GRADE ELEVATION
(FG)
15" COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME
THIS MATERIAL WILL BE IMPORTED)EQ.
COMPACTED SUBGRADE
GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE
PERFORATED HDPE UNDERDRAIN (HOLES DOWN) SURROUNDED BY
DRAINAGE STONE; REFER TO GRADING & DRAINAGE PLANS FOR SIZE
& SPACING (TYP.)
MI
N. 12
MI
N.
NOTES:
1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND
METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.
2. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.
3. CONTRACTOR TO UNDERCUT 1' OF SUBGRADE AND BACKFILL WITH STRUCTURAL FILL (SEE GOETECH REPORT).
GRIDLINES (TYP.); 3'-0"x8'-0" BURIAL PLOT AREA
(TYP.)
GRAVESITE GRID MONUMENT; REFER TO
GRAVESITE LAYOUT PLANS FOR LOCATIONAL
DATA
BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT
WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE
NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE
R.E./C.O.R.; OTHERWISE, NUMBERS MUST BE STENCILED.
EQ.EQ
PERIMETER CRYPT (TYP.); PERIMETER CRYPTS ARE THOSE THAT SEPARATE
ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER
OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS. PERIMETER
CRYPTS ARE WIDER THAN PLOT WIDTH. CRYPT BUMP OUT EXTENDS
OUTSIDE PLOT LINE AS SHOWN IN CRYPT INSTALLATION END VIEW.
INTERIOR CRYPT, TYP.
PLAN VIEW
NOTES:
1. LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA PROVIDED FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION.
2. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT
MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE 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. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PRIOR TO BACKFILL BEING PLACED
BETWEEN CRYPTS.
3. CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.
4. NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS.
FRONT
SIDE OF
BURIAL
SECTION
3' (T
YP
8' (TYP.)
PRE-CAST CONCRETE LAWN CRYPT
CENTERED (LATERALLY &
LONGITUDINALLY) BETWEEN GRIDLINES
(MEASURED AT TOP OF CRYPT); MAX.
DEVIATION 1/4" (TYP.)
EQ
EQ
EQ
IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH
COMPACTED APPROVED GENERAL FILL
EQ.
6"
(TYP.)
2" (T
YP
1" (T
YP
4"
1'-6"
7'-6"
LID-SIDE VIEW
LIFTING LUG (TYP.)
LIFTING LUG (TYP.)
2'-10"
4"
31 2"
1 2"
LID-SECTION
31 2" 1 2"
ALL TOP EDGES OF CRYPT LIDS TO BE
CHAMFERED OR RADIUSED, NO
SQUARED EDGES, MANUFACTURER TO
SHOW IN SHOP DRAWINGS
LID-PLAN VIEW
1'-6"
4"
7'-6"
2'-
LIFTING LUG (TYP.)
6"
MIN.
CAST IRON CLEANOUT FRAME & COVER, FLUSH WITH FINISHED GRADE
RECESSED 4" PVC CLEANOUT WITH PLUG
SAND CUSHION
6" PVC ENCASEMENT PIPE
CAST IN PLACE CONCRETE COLLAR
4" PVC RISER
4" MI
N.
3" M
AX
1" M
AX
NOTES:
1. CONTRACTOR TO COORDINATE CLEANOUT LOCATION WITH GRADING AND STORMWATER AND DRAINAGE PLANS.
MI
N.
6" TOPSOIL
15" COMPACTED,
APPROVED GENERAL FILL
(CONTRACTOR TO ASSUME
THIS MATERIAL WILL BE
IMPORTED)
PRE-CAST
CONCRETE LAWN
CRYPT
COMPACTED DRAINAGE &
LEVELING STONE
COMPACTED SUBGRADE
GEOTEXTILE
PERIMETER
UNDERDRAIN (TYP.)
12"MIN.
AS
R
EQ
UI
RE
D
NOTES:
1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATION WITH GRADING AND DRAINAGE PLANS.
STIFFENING RIBS AS REQUIRED
FOR PERIMETER CRYPTS
MI
N.
12"
MIN.
6" TOPSOIL
15" COMPACTED, APPROVED GENERAL FILL
(CONTRACTOR TO ASSUME THIS MATERIAL WILL
BE IMPORTED)
PRE-CAST CONCRETE LAWN CRYPT
COMPACTED DRAINAGE &
LEVELING STONE
COMPACTED SUBGRADE
GEOTEXTILE
FINISH GRADE
PERIMETER UNDERDRAIN (HOLES DOWN)
SURROUNDED BY DRAINAGE STONE; PIPE SIZE &
SPACING AS SHOWN ON GRADING & DRAINAGE PLANS
PITCH12
MI
N.
2" MIN. SEPARATION FROM CRYPT;
1" MIN. FROM GRID MONUMENT
3'
END VIEW
3' (TYP.
GRAVE/PLOT)
MEASURED
HORIZONTALLY
AT TOP OF CRYPT
GRAVESITE GRID MONUMENT
NEW IRRIGATION LINE
IRRIGATION AISLE: BACKFILL WITH COMPACTED
APPROVED GENERAL FILL
1'- 9"
FINISH GRADE
6"
6" TOPSOIL
PRE-CAST CONCRETE LAWN CRYPT; (SEE DETAIL)
AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED
3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)
COMPACTED DRAINAGE & LEVELING STONE
15" COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME
THIS MATERIAL WILL BE IMPORTED)
COMPACTED SUBGRADE
GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE
LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)
PERIMETER CRYPT WITH BUMPOUT
GR
AV
ES
IT
E
GR
ID
LIN
E (A
S
SH
OW
N
ON
PL
AN
S)
STANDARD. LAWN
CRYPT
PERIMETER LAWN
CRYPT
" M
IN
CO
VE
R
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
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The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTSSITE DETAILS
NOT TO SCALE
DOUBLE-DEPTH LAWN CRYPT INSTALLATION - PLAN VIEW1 NOT TO SCALE
GENERIC INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL2
NOT TO SCALE
DOUBLE-DEPTH LAWN CRYPT INSTALLATION - SIDE VIEW4
NOT TO SCALE
CRYPT LID DETAIL3
NOT TO SCALE
CRYPT PERIMETER UNDERDRAIN5 NOT TO SCALE
CRYPT UNDERDRAIN CLEANOUT6
DT501
PITCH
2"
3'- 0"
MI
N.
D
EP
TH
NOTES:
1. ALL LAWNS AND IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE
PLACEMENT; ALL LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
2. AT THE CONTRACTOR'S OPTION, GRAVESITE GRID MONUMENTS MAY BE PROVIDED AS CAST IN-PLACE UNITS. PROVIDE SHOP DRAWINGS
AND METHOD OF INSTALLATION FOR APPROVAL.
3. FINISH GRADE IS TOP OF DECOMPOSED GRANITE.
3"
MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)
3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM
AND INTEGRAL LOCATION MAGNET EMBEDDED
SET TOP OF MONUMENT 1/2" ABOVE FINISHED GRADE
GAP AROUND CYLINDER & SURROUNDING EARTH SHALL BE FILLED W/ CONCRETE OR REDI-CRETE
(WETTED AFTER PLACEMENT) TO WITHIN 4" OF FINISH GRADE
8"Ø CONCRETE MONUMENT BASE; 3,500 PSI @ 28 DAYS
COMPACTED APPROVED FILL OR NATIVE EARTH
SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE.
G R
A
V
E
S ITE GR I D MON
UM
E
N T
N
A T IO
NA L CEM E T ER Y
PLAN VIEW
MONUMENT MARKER (SEE DETAIL)
G R
AV
ES IT E GR I D MONUM
EN
T
N A
T
I O NA L C EME T ERY
2"
1"
EQ.EQ.
SOIL TIGHT PLASTIC COVER TO BE SET
FLUSH WITH TOP OF CONCRETE
OPENING IN CONCRETE TO BE SLIGHTLY
LARGER THAN O.D. OF PLASTIC COVER
NOTES:
1. GOVERNMENT/CEMETERY DIRECTOR TO CHOOSE PLASTIC COVER OR STONE OPTION AT TIME OF CONSTRUCTION
PRE-PLACED CRYPT CONCRETE LID
DB-52 MB DOGBONE 1-1.3T H.D.G.
ANCHOR HEAD MARK 1.3S
FILL BOWL WITH SAND (SAND USED AS FILL
BETWEEN SMALL GAP IN CRYPTS)
NOTES:
1. CONTRACTOR TO COMPACT ALL SUBGRADE MATERIAL IN ACCORDANCE WITH THE GEOTECH
REPORT.
2. CONTRACTOR TO UNDERCUT SUBGRADE 1' AND BACKFILL WITH STRUCTURAL FILL (SEE GEOTECH
REPORT).
3. COMPACT GRADED AGGREGATE BASE TO 100% OF THE MATERIAL'S MODIFIED PROCTOR VALUE
(ASTM D-1557)
4. ALL GRADED AGGREGATE BASE, ASPHALTIC CONCRETE AND ASPHALTIC CONCRETE BINDER SHALL
COMPLY WITH THE REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, MOST RECENT EDITION.
NOT TO SCALE
TYPICAL PAVEMENT SECTION4
2" MIN. TYPE "C" HMA SURFACE COURSE
8" GRADED AGGREGATE BASE
COMPACTED SUBGRADE
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
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LA
HA
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PA
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IO
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PL
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DT
1.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTSSITE DETAILS
NOT TO SCALE
MONUMENT MARKER3
NOT TO SCALE
GRAVESITE GRID MONUMENT2NOT TO SCALE
LIFTING LUG DETAIL1
DT503
AutoCAD SHX Text CROSS HAIRS MUST FALL WITHIN 3/4" OF THE CENTER OF THE MARKER OR THE ENTIRE MONUMENT MUST BE MOVED
AutoCAD SHX Text
EDGE OF MONUMENT MARKER SHALL BE NO CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text 3-1/2" FORGED ALUMINUM DOMED-TOPMONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND INTEGRAL LOCATION MAGNET EMBEDDED
AutoCAD SHX Text FIELD INCISED HAIRS ON CAP; CROSS-HAIRS SHALL BE PARALLEL AND PERPENDICULAR TO THE GRAVESITE GRIDLINES & PRECISE TO ±0.005'
REQUIRED TEXT ENGRAVED ON CAP, TYP.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil eP ath :G
:\P
RO
JE
CT
\S
BU
\33
-1
1T
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LA
HA
SS
E
EX
PA
NS
IO
N\
EN
GI
N\
PL
AN
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DT
1.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
BID DOCUMENTSSITE DETAILS
NOT TO SCALE
FDOT TYPE C INLET2
NOT TO SCALE
MANHOLE FRAME3
NOT TO SCALE
MANHOLE COVER4
NOT TO SCALE
MANHOLE TOP5
STANDARD ROLLED CURB & GUTTER
FLUSH CURB AND GUTTER
FLOWER WATERING STATION
CONCRETE PAD
CURB TO FLUSH CURB
TRANSITION
20'TRANSITION
1'-6"
8" 10" 6"
9"
6"
EX. ASPHALT
PAVEMENT
SECTION
1/4" R
8" R
4" R
FINISHED
GRADE
STABILIZED
NON-YIELDING
SUBGRADE
1'-6" 8" 10"
6" 6"
EX. ASPHALT
PAVEMENT
SECTION
10" R
FINISHED
GRADE
STABILIZED
NON-YIELDING
SUBGRADE
EXPANSION
JOINT
FLOWER WATERING STATION
CONCRETE PAD
FINISHED
GRADE 1/4" R
NOTES:
1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB
CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.
2. CONCRETE SHALL BE GRADE A 4,000 PSI.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS. PROVIDE CONSTRACTION
JOINTS SPACED NO MORE THAN 10' APART. PROVIDE EXPANSION JOINTS AT AN INTERVAL OF AT LEAST 50'; WHERE TANGENT AND RADIAL CURB MEET; WHERE NEW CURB MEETS EXISTING CURB; AND WHERE
CURB SURROUNDS OR ADJOINS A FIXED OBJECT SUCH AS A STORM INLET.
4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.
7"7"
NOTES:
1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB
CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.
2. CONCRETE SHALL BE GRADE A 4,000 PSI.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS. PROVIDE CONSTRACTION
JOINTS SPACED NO MORE THAN 10' APART. PROVIDE EXPANSION JOINTS AT AN INTERVAL OF AT LEAST 50'; WHERE TANGENT AND RADIAL CURB MEET; WHERE NEW CURB MEETS EXISTING CURB; AND WHERE
CURB SURROUNDS OR ADJOINS A FIXED OBJECT SUCH AS A STORM INLET.
4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.
7"
DT504
DT504
DT504
6"
45° MAX
WITH SOIL
BACKFILL
FINAL
BACKFILL
TRENCH
EMBEDMENT
(SEE NOTE 1)
NOTES:
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD
PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND
OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. REFERENCE ADS STD. DETAIL STD-101
FOR TRENCH CONSTRUCTION RECOMMENDATIONS.
2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL
MATERIAL, WHEN REQUIRED.
3. THE INSERTA TEE CONNECTION SHOULD NOT BE PLACED AT AN ANGLE EXCEEDING 45° FROM
THE SPRINGLINE. GREATER ANGLES ARE SUBJECT TO DESIGN ENGINEER APPROVAL AND MAY
REQUIRE ALTERNATE BACKFILL.
4.FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE
TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
5. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY
THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).
6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING
NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION
FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN
ASTM D2321, LATEST EDITION.
7. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE
AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE
REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF
PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
8. CONTACT INSERTA TEE FOR PART ASSEMBLY AND INSTALLATION INTO MAINLINE PIPE, INCLUDING
SIZING CONFIGURATIONS AND WHOLE SAW SIZING REQUIREMENTS.
SERVICE
LATERAL
INSERTA TEE INSTALLATION
LOWER SEGMENT
UPPER SEGMENT
PVC HUB
ADAPTER
SECURING
CLAMP
RUBBER SLEEVE
RUBBER
GASKET
NOT TO SCALE
18"X15" TEE1
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
Fil e P ath : G
:\P
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\S
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LA
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DT
2.D
W G of 64
The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
TE
GRITY FEDERA
L
SERV I CES
BID DOCUMENTS
DT505
COMMITTAL SERVICE SHELTERS 1 & 2
SERVICE EMBLEM REPLACEMENTS
NOT TO SCALE
COMMITTAL SHELTERS 1 & 2 SERVICE EMBLEM DEMOLITION1
NOT TO SCALE
COMMITTAL SHELTERS 1 & 2 SERVICE EMBLEMS REPLACEMENT2
NOT TO SCALE
COMMITTAL SHELTERS 1 & 2 SERVICE EMBLEMS ORDER3
NOT TO SCALE
POLISHED GRANITE AT COLUMBARIUM AND MEMORIAL WALL4
AutoCAD SHX Text
ARMY
AutoCAD SHX Text
MARINES
AutoCAD SHX Text
NAVY
AutoCAD SHX Text
AIR FORCE
AutoCAD SHX Text
SPACE FORCE
AutoCAD SHX Text
COAST GUARD
AutoCAD SHX Text
NOTE: PRESSURE WASH AND CLEAN BRICK WALL SURFACE.
AutoCAD SHX Text POLISHED GRANITE CLADDING TO MATCH EXISTING COLUMBARIUM GRANITE (SEE DETAIL 4, THIS SHEET)
AutoCAD SHX Text NOTES: 1. EMBLEM ATTACHMENT: FIELD DRILL HOLE TO ACCEPT EMBLEM POSTS. POST QUANTITY, SIZE, AND LOCATION BY MANUFACTURER; EMBLEM ATTACHMENT: FIELD DRILL HOLE TO ACCEPT EMBLEM POSTS. POST QUANTITY, SIZE, AND LOCATION BY MANUFACTURER; EPOXY IN PLACE. 2. SHOP DRAWINGS TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION.SHOP DRAWINGS TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION.
AutoCAD SHX Text
REPRESENTATION OF BIER AND CASKET LOCATION
AutoCAD SHX Text
(6) NEW 18" DIAMETER BAS-RELIEF BRONZE SERVICE EMBLEMS
AutoCAD SHX Text
(5) SERVICE EMBLEMS AND MOUNTING HARDWARE TO BE REMOVED
AutoCAD SHX Text
REMOVE EXISTING BRICK
CENTERLINE
Project Title
Location
Issue Date Checked Drawn
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21 4 5 6 7 8 9
TALLAHASSEE, FLORIDA
937CM3002
AUGUST 11, 2023 DCW BJS
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
TALLAHASSEE NATIONAL CEMETERY
GRAVESITE EXPANSION
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The LA Group
(518) 587-8100
AES Group
(303) 841-3922
CB Design Group
(888) 585-2234
Aqua Engineering
(970) 229-9668
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
I N
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GRITY FEDERA
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SERV I CES
BID DOCUMENTS
NORTH
NOT TO SCALE
EXISTING CONDITIONS1
NOT TO SCALE
DEMOLITION PLAN2
DT506
ASSEMBLY AREA FLAGPOLE
REPLACEMENT
NOT TO SCALE
FLAGPOLE PLACEMENT3
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EQUAL
AutoCAD SHX Text 6'-7 "12"
AutoCAD SHX Text 3'- 11 "14"
AutoCAD SHX Text 3'- 11 "14"
AutoCAD SHX Text 6'-7 "12"
AutoCAD SHX Text 3'- 3 "14"
AutoCAD SHX Text 3'- 3 "14"
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EQUAL
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CENTERLINE
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STAIRS (TYP.)
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HANDRAIL (TYP.)
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FLAGPOLE (TYP.)
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WALL (TYP.)
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CONCRETE (TYP.)
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LIMITS OF PERGOLA (TYP.)
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COLUMN (TYP.)
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RAMP
AutoCAD SHX Text NOTES: 1. FLAGPOLES TO BE SPACED EQUALLY ALONG RADIUS OF WALL, CENTER OF FLAGPOLE TO BE 2' FROM FACE OF WALL. FLAGPOLES TO BE SPACED EQUALLY ALONG RADIUS OF WALL, CENTER OF FLAGPOLE TO BE 2' FROM FACE OF WALL. 2. DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE FLAGPOLES SYMMETRICALLY ALONG WALL CENTERLINE. DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE FLAGPOLES SYMMETRICALLY ALONG WALL CENTERLINE. 3. CONTRACTOR TO MARK POLE LOCATION FOR APPROVAL BY VA PRIOR TO INSTALLATION. CONTRACTOR TO MARK POLE LOCATION FOR APPROVAL BY VA PRIOR TO INSTALLATION. 4. ALL POLE BASES TO BE SET AT SAME ELEVATION. ALL POLE BASES TO BE SET AT SAME ELEVATION. 5. THOROUGHLY CLEAN AND SEAL CRACKS IN UNDERLYING EXISTING CONCRETE SLAB. THOROUGHLY CLEAN AND SEAL CRACKS IN UNDERLYING EXISTING CONCRETE SLAB. 6. DRILL INCH DIAMETER HOLES 6" DEEP INTO AT 12" O.C., HOLES TO BE A MINIMUM OF 6" FROM EDGE OF CONCRETE. FILL HOLES DRILL INCH DIAMETER HOLES 6" DEEP INTO AT 12" O.C., HOLES TO BE A MINIMUM OF 6" FROM EDGE OF CONCRETE. FILL HOLES 58 INCH DIAMETER HOLES 6" DEEP INTO AT 12" O.C., HOLES TO BE A MINIMUM OF 6" FROM EDGE OF CONCRETE. FILL HOLES 12 WAY WITH EPOXY. TWIST 5" REBAR INTO HOLES ENSURING EVEN COAT AROUND REBAR. PLACE METAL PRIMER TAPE ON EXPOSED PORTION OF REBAR.
AutoCAD SHX Text
REMOVE 2" OF CONCRETE, AND JOINT FILLER
AutoCAD SHX Text REMOVE FLAGPOLES (5), INCLUDING SLEEVE AND SAND. FILL VOID WITH 3,500 PSI CONCRETE
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RAMP
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2' OFFSET FROM WALL (TYP)
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14' RADIUS (APPROXIMATE)
AutoCAD SHX Text 3" NEW CONCRETE CONCRETE TOPPING TO MATCH PREVIOUS ELEVATION AND SLOPES. LIGHT BROOM FINISH TO MATCH EXISTING. PROVIDE ISOLATION JOINTS ADJACENT TO ALL WALLS AND EXPANSION JOINTS WHERE PREVIOUSLY EXISTING. FILL ALL EXPANSION JOINTS WITH BITUMINOUS JOINT FILLER.
AutoCAD SHX Text
(6) NEW 25' TALL FLAGPOLES (TYP)
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DT507
2'
"G " M
IN
"H " M
IN
"F"
MIN. DIA.
"D"
"E"
"A" MIN. DIA.
"C"
"B"
PER MANUFACTURER
NOTES:
THE UNDEREXPOSED SURFACE OF THE FLAGPOLE
(BELOW GRADE) SHALL RECEIVE A HEAVY COAT OF
BLACK ASPHALTIC PAINT INSIDE AND OUT BEFORE
SHIPMENT
POLE MATERIAL:
FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY
SEAMLESS COLD DRAWN EXTRUDED ALUMINUM
TUBING
POLE FINISH: CLEAR ANODIZED
FLAG SIZE BASIS OF DESIGN 3'X5'.SERVICE EMBLEM,
FLAGS GOVERNMENT PROVIDED.
BASIS OF DESIGN: 25' HT. POLE, EDER FLAG MODEL
EC2…
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