S02_Construction Drawings bk 9.pdf
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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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
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1 N
CA
A
LA
BA
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IN
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CU501
STORM SEWER DETAILS
NOT TO SCALE
PRECAST CONCRETE MANHOLE (TYPE M)1
NOT TO SCALE
DROP INLET TYPE P1, P2, & P32 NOT TO SCALE
PRECAST ENDWALL3
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C U5
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
CU502
STORM SEWER DETAILS
NOT TO SCALE
PRECAST CONCRETE STORM SEWER INLET (TYPE S1 AND S2)4
NOT TO SCALE
PRECAST CONCRETE STORM SEWER INLET (TYPE S1 AND S2)4
NOT TO SCALE
IMPACT DISSIPATOR5
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\C U5
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
CU503
STORM SEWER DETAILS
NOTES:
1. STONE QUALITY FOR RIP-RAP SHALL CONSIST OF FIELDSTONE OR ROUGH UNHEWN QUARRY STONE. THE STONE SHALL BE HARD, OF AN ANGULAR END AND OF
A QUALITY THAT WILL NOT DISINTEGRATE ON EXPOSURE TO WATER OR WEATHERING. RECYCLED CONCRETE MAY BE USED PROVIDED IT HAS A DENSITY OF AT LEAST 150 POUNDS PER CUBIC FOOT AND DOES NOT HAVE ANY EXPOSED STEEL OR REINFORCING BARS.
2. IN ALL CASES, FILTER FABRIC SHALL BE PLACED BETWEEN THE RIP-RAP AND THE UNDERLYING SOIL TO PROTECT SOIL MOVEMENT INTO, THROUGH, AND UNDERNEATH THE RIP-RAP. THE MATERIAL MUST MEET OR EXCEED THESE REQUIREMENTS: THE PLASTIC FILTER CLOTH CAN BE WOVEN OR NON-WOVEN MONOFILAMENT YARNS AND SHALL MEET THESE BASE REQUIREMENTS: THICKNESS=20-60 MILS., GRAB STRENGTH=90-120 LBS. AND SHALL CONFORM TO ASTM
D-1777 AND ASTM D-1682.
5'
5'
0%
KEY IN 6"; RECOMMENDED
FOR ENTIRE PERIMETER
5'
FILTER CLOTH
6"
3'12"
OUTLET
PIPE
DIAMTER
OUTLET PROTECTION COMPUTATIONS
NOT TO SCALE
NOT TO SCALE
UNDER DRAIN RIP-RAP OUTLET PROTETION7
UNDER DRAIN END SECTION8
A
A
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.
INNER SHELF EDGE
CRYPT LID
NOTE: SIDE STIFFENING RIBS NOT SHOWN
(REQUIRED FOR PERIMETER CRYPTS)
LIFTING LUG (TYP.)
CRYPT END VIEW
SECTION A-ACRYPT SIDE VIEW
6'-10" MIN.
5'- 0"
2" MIN.2" MIN.
7'-2"
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
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"
3" 3 1 2"
1 12" MIN.
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.
INNER SHELF EDGE
CRYPT LID
CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)
BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)
SIDE VIEW
6" TOPSOIL (TO BE FREE OF ROCK OR GRAVEL LARGER THAN 0.3")
PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:
7'-6"L X 2'-10"W
EQ.
7'- 3"
1'- 9"
6'
FINISH 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)
COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS
MATERIAL WILL BE IMPORTED. FILL ABOVE CRYPTS TO BE FREE OF
ROCK OR GRAVEL LARGER THAN 3/4")
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.
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.
1'- 9"
EQ.EQ.
7'-8" O.C. (TYP. GRAVE / PLOT) MEASURED
HORIZONTALLY AT TOP OF CRYPT
GR
AV
ES
IT
E
GR
ID
LIN
E (A
S
SH
OW
N
ON
P
LA
NS
2" MIN. SEPARATION FROM CRYPT;
1" MIN. FROM GRID MONUMENT
36'
END VIEW
3' (TYP. GRAVE / PLOT)
MEASURED HORIZONTALLY
AT TOP OF CRYPT
GRAVESITE GRID MONUMENT
NEW IRRIGATION LINE 12" MIN.
BELOW TOP OF CRYPT LID
IRRIGATION AISLE: BACKFILL WITH
COMPACTED APPROVED GENERAL FILL
1'- 9"
FINISH GRADE
PERIMETER CRYPT WITH BUMPOUT
6" TOPSOIL (TO BE FREE OF ROCK OR GRAVEL LARGER THAN 0.3")
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
COMPACTED, APPROVED GENERAL FILL (CONTRACTOR
TO ASSUME THIS MATERIAL WILL BE IMPORTED. FILL
ABOVE CRYPTS TO BE FREE OF ROCK OR GRAVEL
LARGER THAN 3/4")
COMPACTED SUBGRADE
GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE
LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)
GR
AV
ES
IT
E
GR
ID
LIN
E (A
S
SH
OW
N
ON
P
LA
NS
STANDARD. LAWN
CRYPT
PERIMETER LAWN
CRYPT
GRIDLINES (TYP.); 3'-0"x7'-8"
BURIAL PLOT AREA (TYP.)
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.
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
7'-8" (TYP.)
PRE-CAST CONCRETE LAWN CRYPT CENTERED
(LATERALLY & LONGITUDINALLY) BETWEEN GRID LINES
(MEASURED AT TOP OF CRYPT); MAX. DEVIATION 1/4" (TYP.)
EQ
EQ
IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH
COMPACTED APPROVED GENERAL FILL
EQ.
6"
(TYP.)
2" (T
YP
1" (T
YP
GRAVESITE GRID MONUMENT;
REFER TO GRAVESITE LAYOUT
PLANS FOR LOCATIONAL DATA
3"
(TYP.)
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
PRE-PLACED CRYPT CONCRETE LID
DB-52 MB DOGBONE 1-1.3T H.D.G.
ANCHOR HEAD MARK 1.3S
6" TOPSOIL (TO BE FREE OF ROCK OR GRAVEL LARGER THAN 0.3")
6" 3'-
0" 1'-
0"
FINISH GRADE
FINISHED GRADE ELEVATION
(FG)
COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS
MATERIAL WILL BE IMPORTED. FILL ABOVE IGCS TO BE FREE OF ROCK
OR GRAVEL LARGER THAN 3/4")
MI
N.
NOTES:
1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.
IN-GROUND CREMAIN PLACEMENT
COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS
MATERIAL WILL BE IMPORTED)
6" 1'-
0"
STONE DRAINAGE LAYER
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.)
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\D T5
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
CS501
CRYPT AND BURIAL SECTION
DETAILS
NOT TO SCALE
DOUBLE-DEPTH LAWN CRYPT INSTALLATION - PLAN VIEW1 NOT TO SCALE
LIFTING LUG DETAIL3
NOT TO SCALE
GENERIC INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL2
NOT TO SCALE
DOUBLE-DEPTH LAWN CRYPT INSTALLATION - SIDE VIEW4
IN-GROUND CREMAIN CROSS SECTION5
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
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
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.
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.
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
ES
I TE GR I D MONUM
EN
T
N A
T I O NA L CEME T ERY
MONUMENT MARKER (SEE DETAIL)
G R
A
VES I TE GR I D MONUM
E N
T
NA
T
I ONA L CEMET E RY
CROSS HAIRS MUST FALL WITHIN 3/4" OF
THE CENTER OF THE MARKER OR THE
ENTIRE MONUMENT MUST BE MOVED
EDGE OF MONUMENT MARKER SHALL BE NO
CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE
CONCRETE BASE
1" MIN.
3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT
MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND
INTEGRAL LOCATION MAGNET EMBEDDED
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.
NOTES:
1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATION WITH GRADING AND DRAINAGE PLANS.
MI
N.
12'
MIN.
6" TOPSOIL
COMPACTED, APPROVED GENERAL FILL
(CONTRACTOR TO ASSUME THIS MATERIAL WILL
BE IMPORTED)
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
PITCH
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.
6" TOPSOIL
COMPACTED, APPROVED GENERAL FILL
(CONTRACTOR TO ASSUME THIS MATERIAL WILL
BE IMPORTED)
COMPACTED DRAINAGE &
LEVELING STONE
COMPACTED SUBGRADE
GEOTEXTILE
PERIMETER UNDERDRAIN (TYP.)
12'MIN.
AS
R
EQ
UI
RE
D
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\D T5
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
CS502
CRYPT AND BURIAL SECTION
DETAILS
NOT TO SCALE
CRYPT PERIMETER UNDERDRAIN6 NOT TO SCALE
CRYPT UNDERDRAIN CLEANOUT7
NOT TO SCALE
GRAVESITE GRID MONUMENT MARKER11
NOT TO SCALE
GRAVESITE GRID MONUMENT10
FENCE FABRIC (BLACK VINYL COATED)
4" Ø TERMINAL POST (REQ.'D @ FENCE
BRACE RAIL BOTH SIDES OF TERMINAL POSTS
TENSION BAND WITH CARRIAGE
4'-0" DEPTH COMPACTED SUBGRADE
4,000 PSI MIN. CONCRETE
FOOTING; MINIMUM 1'-0"
TURNBUCKLE
BOLTS AND NUTS
TENSION BAR
(SEE SPECIFICATIONS)
END & DIRECTION CHANGE OF 30° OR MORE)
TENSION WIRE
ADJUSTABLE 5/16" TRUSS ROD (REQ. IN CONJUNTION W/
BRACE RAILS)
WIRE TIE
PROVIDE 1" WASH
ACROSS TOP OF
FOOTING (TYP.)
BOTTOM RAIL
2-3/8" Ø LINE POST (10'-0" O.C. MAX.)
CENTER RAIL
WIRE TIES FOR ATTACHMENT
OF FABRIC TO LINE POSTS
LINE POST TOP
WIRE TIE
FABRIC TO BE KNUCKLED,
TOP & BOTTOM
NOTE:
1. ALL FENCE FABRIC, POSTS, RAILS, GATES, AND
ACCESSORIES SHALL RECEIVE GALVANIZING AND
BLACK VINYL COATING AS SPECIFIED.
2. PRIVACY TAPE TO BE INSTALLED FOR
SCREENING.SQ. (AT TOP)
NOT TO SCALE
8' HIGH CHAIN LINK FENCE12
POST TOP
COMPACTED SUBGRADE
4,000 PSI MIN. CONC.
FOOTING AS
REQUIRED BY DESIGN
MINIMUM 1'-0" SQ. (AT
TOP) TYP. 4'-0" DEPTH
POST TOP
MIN. DEPTH 4'-0" TYP.
2" SQ. GATE FRAME
(TYP. BOTH SIDES)
CHAIN LINK FABRIC
FULCRUM LATCH W/
STRIKE STRAP
TENSION BAR (TYP. 4
SIDES)
ALL JOINTS WELDED
TO MAKE A SOLID
FRAME
GATE POST
DROP BAR
NOTE:
1. ALL FENCE FABRIC, POSTS, RAILS, GATES, AND ACCESSORIES
SHALL RECEIVE GALVANIZING AND BLACK VINYL COATING AS
SPECIFIED.
2. PRIVACY TAPE TO BE INSTALLED FOR SCREENING.
NOT TO SCALE
CHAIN LINK SWING GATE13
NOT TO SCALE
IN GROUND CREMAIN UNDERDRAIN8 NOT TO SCALE
IN GROUND CREMAIN UNDERDRAIN CLEANOUT9
AutoCAD SHX Text
PITCH
AutoCAD SHX Text
PITCH
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
48"
8"
24"
8"
1'-10"
6"
4'-0"
MIN
6"
6"
8"
SIDEWALK
WIDTH VARIES
6" 8"
1/2" EXPANSION JOINT
SEE DETAIL D, THIS SHEET
NOTES:
1. SUBGRADE BENEATH ALL PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY FOR THE TOP 24".
2. FOR AREAS OTHER THAN PAVEMENT, COMPACT TOP 24" OF SUBGRADE TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY.
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 ALABAMA DEPARTMENT OF TRANSPORTATION
ROADWAY PLANS PREPARATION MANUAL, MOST RECENT EDITION.
5"
8.3%
6" ASPHALT
PAVEMENT
SECTION
2" R
FINISHED
GRADE
STABILIZED
NON-YIELDING
SUBGRADE
NOTES:
1. CONCRETE SHALL BE GRADE A 3,000 PSI.
2. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB
CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.
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.
NOT TO SCALE
TYPICAL PAVEMENT SECTION3 NOT TO SCALE
NON MOUNTABLE CURB & GUTTER4
1.5" TYPE ASPHALTIC CONCRETE WEARING COURSE
NOT TO SCALE
CURB TRANSITION9
1'-6" 2'
3" ASPHALTIC CONCRETE BINDER COURSE
7" GRADED AGGREGATE BASE
COMPACTED SUBGRADE
8.3%
1.5'
1-1/2" R
1" 12"
6"
6"
5"
1'-6"
1" 12"
6"
NOT TO SCALE
MAINTENANCE VEHICLE ACCESS CURB CUT DETAIL7
2.0%
4:1 MAX
4:1 MAX
2.0%
12' 12' 6"
1.5" ASPHALTIC CONCRETE WEARING COURSE
3" ASPHALTIC CONCRETE BINDER COURSE
7" GRADED AGGREGATE BASE
NON MOUNTABLE CURB
AND GUTTER4
CS503
NON MOUNTABLE CURB
AND GUTTER
NOT TO SCALE
TYPICAL ROAD CROSS SECTION1
2.0%
6' 6"
COMPACTED SUBGRADE
CS503
2.0%
4:1 MAX
4:1 MAX
6'
2.0%
4:1 MAX
4:1 MAX
2.0%
12' 12' 6"
1.5" ASPHALTIC CONCRETE WEARING COURSE
3" ASPHALTIC CONCRETE BINDER COURSE
7" GRADED AGGREGATE BASE
CS503
NON MOUNTABLE CURB
AND GUTTER
NOT TO SCALE
COLUMBARIUM ROAD CROSS SECTION2
2.0%
6'
COMPACTED SUBGRADE
2.0%
8"
FINISHED
GRADE
NOTES:
1. CONCRETE SHALL BE GRADE A 3,000 PSI.
2. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB
CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.
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.
NOT TO SCALE
CONCRETE VALLEY GUTTER 5
6"
ASPHALT
PAVEMENT
SECTION
ASPHALT
PAVEMENT
SECTION
CS503
CS503
CS503
2.0% 8.33% 8.33%
FINISHED
GRADE
NOTES:
1. CONCRETE SHALL BE GRADE A 3,000 PSI.
2. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB
CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.
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.
NOT TO SCALE
REVERSE FLOW MOUNTABLE CURB & GUTTER6
COUMBARIUM
SIDEWALK
SECTION
ASPHALT
PAVEMENT
SECTION
CS503
2.0%
6"
6" GRADED
AGGREGATE
BASE
6" GRADED
AGGREGATE
BASE
1/4"
CONTRACTION JOINT EXPANSION JOINT
PREMOLDED JOINT
FILLER EXTENDING TO
BOTTOM SURFACE OF
CONCRETE.
3.5"
1/2"
JOINT SEALANT
1/8"
3/8" BACKER ROD 1.25"
3.5"
1.25"
JOINT SEALANT
5/8" BACKER ROD
18"
6" 8"
1/4" R
12" 12"
7"
NOT TO SCALE
GRAVEL ACCESS DRIVE8
6" GRADED AGGREGATE
COMPACTED SUBGRADE
FINISHED GRADE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
9' 1' 8'
2.0%
CONCRETE VALLEY
GUTTER 5
CS503
REVERSE FLOW
MOUNTABLE CURB &
GUTTER 6
CS503
COLUMBARIUM
COLUMBARIUM SIDEWALK WITH
THICKENED EDGE 5
CI707
BITUMINOUS TACK COAT
PRIME COAT
GRID DEPTH BY WALL
DESIGNER, TYP
SOIL GRID DESIGN &
SPACING BY WALL
DESIGNER
CRUSHED STONE LEVELING
PAD, MATERIAL AND
THICKNESS BY WALL DESIGNER
PROVIDE
THRU-WALL
DRAINAGE AS
REQ'D
PROVIDE DRAINAGE TO
MITIGATE HYDROSTATIC
PRESSURE ON BACKSIDE
OF WALL, SIZE AND
LOCATION BY OTHERS TOP OF FINISH GRADE,
SEE CIVIL/LANDSCAPE
TOP OF FINISH GRADE,
SEE CIVIL/LANDSCAPE
THIS SECTION IS FOR THE CONCEPTUAL LAYOUT OF THE
SITE SEGMENTAL RETAINING WALL. WALL, ITS
COMPONENTS, EXCAVATIONS AND DRAINAGE SHALL BE
DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF ALABAMA. SEE CIVIL DRAWINGS FOR
SITE WALL LOCATIONS.
EXCAVATION EXTENTS &
SLOPES TO BE
DETERMINED BY WALL
DESIGNER
PROVIDE STRATA OR ALLAN
BLOCK FOR RETAINING WALL
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
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 NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
CS503
ROADWAY DETAILS
NOT TO SCALE
SITE SEGMENTAL RETAINING WALL10
AutoCAD SHX Text
SECTION B
AutoCAD SHX Text
SIDEWALK WIDTH VARIES
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
File details come from the government source that posted it. Updated .