S02_Attachment - Construction Drawings (amended).pdf

ALABAMA NATIONAL CEMETERY PROJECT NO.927CM3003

GRAVESITE EXPANSION PHASE 3 APRIL 7, 2026

Amended Construction Drawings These amended drawings replace previously released Construction

Drawing sheets in their entirety. Revisions include:

· GI001 – Cover Sheet o Revision Block in lower left corner updated to track changes.

· CT201 – Roadway A Plan & Profile o Missing sheet added.

· CS103 – Site Layout Plan – Base Bid o Changed Keynote 10 callout in plan view to Kenote 17 (Site Segmental Retaining

Wall).

· CS501 – Crypt and Burial Section Details o Detail 2 - Generic Interior Double-Depth Lawn Crypt Vault (Standard)

Configuration Detail: Updated crypt side view dimensions.

o Detail 4 & 5: Changed topsoil note for rock / gravel larger than “0.3 inches” to 1 inch.

· CS503 - Roadway Details o Detail 10 – Site Segmental Retaining Wall Detail: Additional notes added to clarify contractor is responsible for delegated design.

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

SHELBY COUNTY

MONTEVALLO, ALABAMA

PHASE 3 CONSTRUCTION DOCUMENTS

PROJECT NUMBER: 927CM3003

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. C-101 NOTES, SYMBOLS AND ABBREVIATIONS

3. V-101 OVERALL EXISTING CONDITIONS PLAN

4. BL101 BORING LOCATION PLAN

5. BL201 BORING LOGS

6. BL202 BORING LOGS

7. BL203 BORING LOGS

8. BL204 BORING LOGS

9. BL205 BORING LOGS

10. C-151 OVERALL SITE DEVELOPMENT PLAN

11. C-201 CONSTRUCTION SEQUENCING PLAN

12. GC001 EROSION & SEDIMENT CONTROL NARRATIVE

13. GC011 TEMPORARY CONSTRUCTION FENCING PLAN

14 CK101 OVERALL SITE KEY MAP

15. GC102 EROSION & SEDIMENT CONTROL PLAN PHASE I

16. GC103 EROSION & SEDIMENT CONTROL PLAN PHASE I

17. GC104 EROSION & SEDIMENT CONTROL PLAN PHASE I

18. GC105 EROSION & SEDIMENT CONTROL PLAN PHASE I

19. GC106 EROSION & SEDIMENT CONTROL PLAN PHASE I

20. GC202 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

21. GC203 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

22. GC204 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

23. GC205 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

24. GC206 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

25. GC207 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 1

26. GC208 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 3

27. GC209 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 3

28. GC501 EROSION & SEDIMENT CONTROL DETAILS

29. GC502 EROSION & SEDIMENT CONTROL DETAILS

30. CD101 SITE CLEARING AND DEMOLITION PLAN

31. CD102 SITE CLEARING AND DEMOLITION PLAN

32. CD103 SITE CLEARING AND DEMOLITION PLAN

33. CD104 SITE CLEARING AND DEMOLITION PLAN

34. CD105 SITE CLEARING AND DEMOLITION PLAN

35. CS101 SITE LAYOUT PLAN-BASE BID

36. CS102 SITE LAYOUT PLAN-BASE BID

37. CS103 SITE LAYOUT PLAN-BASE BID

38. CS104 SITE LAYOUT PLAN-BASE BID

39. CS105 SITE LAYOUT PLAN-BASE BID

40. CS106 SITE LAYOUT PLAN-BID OPTION1

41. CS107 SITE LAYOUT PLAN-BID OPTION 3

42. CS108 SITE LAYOUT PLAN-BID OPTION 3

43. CS111 BURIAL SECTION NUMBERING PLAN SECTION 4

44. CS112 BURIAL SECTION NUMBERING PLAN SECTION 10 & 11

45. CS113 BURIAL SECTION NUMBERING PLAN SECTION 12

46. CS114 BURIAL SECTION NUMBERING PLAN SECTION 13

47. CS115 BURIAL SECTION NUMBERING PLAN SECTION 14

48. CS116 BURIAL SECTION NUMBERING PLAN SECTION 15

49. CS117 BURIAL SECTION NUMBERING PLAN SECTION 16-BID OPTION 3

50. CG101 GRADING & DRAINAGE PLAN-BASE BID

51. CG102 GRADING & DRAINAGE PLAN-BASE BID

52. CG103 GRADING & DRAINAGE PLAN-BASE BID

53. CG104 GRADING & DRAINAGE PLAN-BASE BID

54. CG105 GRADING & DRAINAGE PLAN-BASE BID

55. CG106 GRADING & DRAINAGE PLAN-BID OPTION 1

56. CG107 GRADING & DRAINAGE PLAN-BID OPTION 3

57. CG108 GRADING & DRAINAGE PLAN-BID OPTION 3

58. CG111 BURIAL GRADING ENLARGEMENT PLAN SECTION 4

59. CG112 BURIAL GRADING ENLARGEMENT PLAN SECTION 10 & 11

60. CG113 BURIAL GRADING ENLARGEMENT PLAN SECTION 12

61. CG114 BURIAL GRADING ENLARGEMENT PLAN SECTION 13

62. CG115 BURIAL GRADING ENLARGEMENT PLAN SECTION 14

63. CG116 BURIAL GRADING ENLARGEMENT PLAN SECTION 15

64. CG117 BURIAL GRADING ENLARGEMENT PLAN SECTION 16-BID OPTION 3

65. CG118 BURIAL GRADING ENLARGEMENT PLAN SECTION 16-BID OPTION 3

66. CT201 ROADWAY A PLAN & PROFILES - BASE BID

67. CT202 ROADWAY A PLAN & PROFILES - BASE BID

68. CT203 ROADWAY B PLAN & PROFILES - BASE BID

69. CT204 ROADWAY C PLAN & PROFILES - BASE BID

70. CT205 ROADWAY B PLAN & PROFILE-BID OPTION 3

71. CT206 ROADWAY C PLAN & PROFILE-BID OPTION 3

72. CT207 ROADWAY D PLAN & PROFILE-BID OPTION 3

73. BD100 BRIDGE PLAN & ELEVATION

74. BD101 GENERAL NOTES

75. BD102 STAKE-OUT PLAN

76. BD103 FOUNDATION PLAN

77. BD104 BRIDGE PLAN

78. BD105 BRIDGE ELEVATIONS

79. BD106 FOUNDATION DETAILS

80. BD107 MISCELLANEOUS DETAILS-1

81. BD108 MISCELLANEOUS DETAILS-2

82. BD109 MISCELLANEOUS DETAILS-3

83. CU201 STORM SEWER PROFILES-BASE BID

84. CU202 STORM SEWER PROFILES-BASE BID

85. CU203 STORM SEWER PROFILES-BID OPTION 1

86. CU204 STORM SEWER PROFILES-BID OPTION 3

87. CU271 STORM SEWER COMPUTATIONS-BASE BID

88. CU272 STORM SEWER COMPUTATIONS-BID OPTION 3

89. CU501 STORM SEWER DETAILS

90. CU502 STORM SEWER DETAILS

91. CU503 STORM SEWER DETAILS

92. CS501 CRYPT BURIAL SECTION DETAILS

93. CS502 CRYPT BURIAL SECTION DETAILS

94. CS503 ROADWAY DETAILS

95. CJ101 STORMWATER MANAGEMENT PLAN

96. CJ501 STORMWATER MANAGEMENT DETAILS

97. CS401 COLUMBARIUM LAYOUT ENLARGEMENT PLAN - BASE BID

98. CS402 COLUMBARIUM LAYOUT ENLARGEMENT PLAN - BID OPTION 1

99. CG401 COLUMBARIUM GRADING ENLARGEMENT PLAN

100. CG402 COLUMBARIUM DRAINAGE ENLARGEMENT PLAN

101. CG403 COLUMBARIUM GRADING ENLARGEMENT PLAN - BID OPTION 1

102. CG404 COLUMBARIUM DRAINAGE ENLARGEMENT PLAN - BID OPTION 1

103. CI101 SITE SIGNAGE & FURNISHING OVERALL PLAN - BASE BID

104. CI102 SITE SIGNAGE & FURNISHING PLAN-AREA 1 - BASE BID

105. CI103 SITE SIGNAGE & FURNISHING PLAN-AREA 2 - BASE BID

106. CI104 SITE SIGNAGE & FURNISHING PLAN-AREA 3 - BASE BID

107. CI105 SITE SIGNAGE & FURNISHING PLAN-AREA 4 - BASE BID

108. CI106 SITE SIGNAGE & FURNISHING PLAN-AREA 5 - BASE BID

109. CI107 SIGN LOCATION CHARTS - BASE BID

110. CI111 SITE SIGNAGE & FURNISHING OVERALL PLAN - BID OPTIONS

111. CI112 SITE SIGNAGE & FURNISHING PLAN AREA 3 - BID OPTION 1

112. CI113 SITE SIGNAGE & FURNISHING PLAN AREA 4 - BID OPTION 3

113. CI114 SITE SIGNAGE & FURNISHING PLAN AREA 5 - BID OPTION 3

114. CI115 SIGN LOCATION CHARTS - BID OPTIONS 1 & 3

115. CI501 SIGNAGE DETAILS 1

116. CI502 SIGNAGE DETAILS 2

117. CI510 SITE FURNISHING DETAILS 1

118. CI511 SITE FURNISHING DETAILS 2

119. CI512 SITE FURNISHING DETAILS 3

120. CI520 SERVICE EMBLEM PLAN, ELEVATION, & DETAILS

121. CI701 COLUMBARIUM NUMBERING PLAN

122. CI702 COLUMBARIUM DETAILS 1

123. CI703 COLUMBARIUM DETAILS 2

124. CI704 COLUMBARIUM DETAILS 3

125. CI705 COLUMBARIUM DETAILS 4

126. CI706 COLUMBARIUM DETAILS 5

127. CI707 COLUMBARIUM DETAILS 6

128. CI708 COLUMBARIUM DETAILS 7

129. CI709 COLUMBARIUM DETAILS 8

130. CI710 COLUMBARIUM DETAILS 9

131. CI711 COLUMBARIUM DETAILS 10

LANDSCAPE

132. LP101 LANDSCAPE OVERALL PLAN - BASE BID

133. LP102 LANDSCAPE PLAN AREA 1 - BASE BID

134. LP103 LANDSCAPE PLAN AREA 2 - BASE BID

135. LP104 LANDSCAPE PLAN AREA 3 - BASE BID

136. LP105 LANDSCAPE PLAN AREA 4 - BASE BID

137. LP106 LANDSCAPE PLAN AREA 5 - BASE BID

138. LP111 LANDSCAPE OVERALL PLAN - BID OPTIONS

139. LP112 LANDSCAPE PLAN AREA 3 - BID OPTION 1

140. LP113 LANDSCAPE PLAN AREA 4 - BID OPTION 3

141. LP114 LANDSCAPE PLAN AREA 5 - BID OPTION 3

142. LP501 LANDSCAPE DETAILS 1

143. LP502 LANDSCAPE DETAILS 2

144. LP503 PLANT LISTS

IRRIGATION

145. LI001 IRRIGATION NOTES AND LEGEND

146. LI101 IRRIGATION PLAN 1

147. LI102 IRRIGATION PLAN 2

148. LI103 IRRIGATION PLAN 3

149. LI104 IRRIGATION PLAN 4

150. LI105 IRRIGATION PLAN 5

151. LI201 IRRIGATION ADD ALTERNATE PLAN

152. LI501 IRRIGATION DETAILS 1

153. LI502 IRRIGATION DETAILS 2

154. LI503 IRRIGATION DETAILS 3

STRUCTURAL

155. S-001 STRUCTURAL GENERAL NOTE AND ABBREVIATIONS

156. SS101 STRUCTURAL FOUNDATION PLAN

157. SS102 STRUCTURAL FOUNDATION PLAN-BID OPTION

158. S-301 COLUMBARIUM DETAILS AND SECTIONS

ELECTRICAL

159. ET001 ELEC/TECH LEGEND, ABREV, & GENERAL NOTES

160. ET100 ELECTRICAL/TECHNOLOGY SITE PLAN

161. ET101 ADMINISTRATION BUILDING

162. ET102 MAINTENANCE BUILDING

163. T-501 TECHNOLOGY DETAILS

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

R

ALABAMA NATIONAL CEMETERY

NO. DRAWING DRAWING TITLE

PREPARED BY

NORTH

NORTH

3944 JFK Parkway, Unit 12C Fort Collins, CO 80525-3089 970.229.9668 www.aquaengineering.com

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

COVER SHEET

GI001

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

100 STERLING PARKWAY, SUITE 302

MECHANICSBURG, PA 17050

717-790-9565

WWW.MODJESKI.COM

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321-345-9026

WWW.ABOVEGROUPINC.COM

1 ) NOTES FOR DETAIL 10 UPDATED - SHEET CS503 (94) 06/09/2025

2 ) CORRECTED SECTION 16 IGC LABEL TO PPC - SHEET CS108 (42) 01/08/2026

3) CORRECT GENERAL DESCRIPTION TO 50HP - SHEETS LI001 & LI105 01/21/2026

4) CRYPT DIMENSIONS REVISED - SHEET CS501 (92) 03/30/2026

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

TENNESSEE

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT LOCATION

https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ AutoCAD SHX Text

BIRMINGHAM

AutoCAD SHX Text

FLORIDA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

US-65

AutoCAD SHX Text

AL-31

AutoCAD SHX Text

US-20

AutoCAD SHX Text

CAHABA RIVER NATIONAL WILDLIFE REFUGE

X

X X E

SHOAL CREEK

SHOAL CREEK

STREAM 8

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

15" RCP CL III

15" RCP CL III

" R

CP

CL

III

15" RCP CL III

" R

CP

CL

III

15" RCP CL III

" R

CP

CL

III

15" RCP CL III

31A

22'

22'

24'

24'

4' (TYP.)

4' (TYP.)

60'

(TYP.) 500'R

130'R

550'R

400'R

31'

33'

22'

ROAD A

ROAD A

PT

: 1 8+

.60

PC

: 2

1+

.39

PT

: 2

3+

.44

PC

: 2 3+

.68

PT: 25+16.61

PC: 25+53.67

PT: 27+55.94

PC: 29+12.84

18+00

19+00

20+00

21+00

22+00

23+00

24+00

+0

+0

27+00

28+00

29+00

+0

M11(1)

M11(2)

BM11

88'

(TYP.)

14 16

BURIAL SECTION 11

1,000 IGC

COLUMBARIUM B

1,250 NICHES

SEE SHEETS CS401

2168849.576

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M11(1)

BASELINE

S69° 12' 33.49"W [M11(1) TO M11(2)]BM11

BEARING [DEFINED BY]

1140168.21 1140136.974

2168931.846 M11(2)

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

GRAVESITE GRID MONUMENT

LEGEND:

LIMITS OF WORK

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

ASPHALT PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

KEY

KEYNOTE LEGEND:

DESCRIPTION

6 FLOWER WATERING STATION

SAW CUT & MATCH EX. CONCRETE PAVEMENT

BRIDGE (SEE SHEETS BD100-BD101)

IN-GROUND CREMAIN SITES

NON MOUNTABLE CURB AND GUTTER

CRYPT PERIMETER UNDERDRAIN

CRYPT UNDERDRAIN CLEANOUT (TYP.)

CRYPT UNDERDRAIN HEADER PIPE (TYP.)4

10,11

CS502

9 TIE INTO EXISTING CONCRETE APRON

CS502

CS502

CI510

MAINTENANCE VEHICLE ACCESS CURB CUT

CRYPT LATERAL UNDERDRAIN (TYP.) 4

CS501

CS503

1,2,4

CS501

CS503

REVERSE FLOW MOUNTABLE

CURB & GUTTER

CS503

CURB & GUTTER TRANSITION REVERSE FLOW

CURB & GUTTER

CURB & GUTTER TRANSITION 9

CS503

GRAVEL MAINTENANCE DRIVE

8' HIGH CHAIN LINK FENCE

(BLACK VINYL COVERED)

XX

FLOWERING WATERING STATION

VALLEY GUTTER 5

CS503

CS503

10 EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL

GUARD RAIL

CI510

11 TIE TO EX. GRAVEL SERVICE ROAD

12 CONTRACTOR LAYDOWN YARD

CS502

13 20' CHAIN LINK SWING GATE

CS502

IN GROUND CREMAIN LATERAL

UNDERDRAIN (TYP.)

CS502

CS502

IN GROUND CREMAIN UNDERDRAIN

CLEANOUT (TYP.)

IN GROUND CREMAIN UNDERDRAIN

HEADER PIPE (TYP.)

CS503

CS501

4" WHITE PAVEMENT STRIPING

17 SITE SEGMENTAL RETAINING WALL

CS503

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

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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

CS103

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS102

SITE LAYOUT PLAN-BASE BID

KEY MAP

(NOT TO SCALE)

3 4 5

AutoCAD SHX Text x cwallen Cloud

47545

48548

0 495 500

475 470

0 43

470 475

480 475

460 46

4.2%

E

T

X

X

SW INLET

RIM 475.38

FL 468.96

SW INLET

RIM 475.36

FL IN 468.96

FL OUT 468.87

SW INLET

RIM 477.21

FL IN 472.99

FL OUT 472.89

18" RCP

" R

CP

" R

CP

18" RCP

WATER

PUMP

CONTROL IRON

CONTROL REBAR

N: 1139996.2509 E: 2169809.9290

ELEV 482.83

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

E

SH

OA

L C

RE

EK

EX. BURIAL

SECTION #5

STREAM 8

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

EX

. C

EM

ET

ER

Y

LO

OP

R

OA

D

15" RCP CL III

" R

CP

CL

III

15" RCP CL III

" R

CP

CL

III

" R

CP

CL

III

15" RCP CL III

EX.

31A

GS

52 00

GS

480485

6 45

457458

9 46

461462

479481

483484

4 48

486487

7 48

446447448449 451452453454

456457

480485490

3464466467468469471472473474476477478479481482483484486487488489491

470475480485 468469471472473474476477478479481482483484486487

485 490481 482 483 484 486 487 488 489

0479 481 482 483

481482483484

486487488489 491492493494 495 496 497

490 488489491

456 457 458 459

461462463464 466467468469

471472473474 476477

453454 456457458459 461462463464 466467468469 471472473474 476477478479

468469 471472

463463

65 63

TC

78 54

TC

TC

78 54

TC

78 57

TC 90 85

HP

50 87

LP

67 54

HP

78 29

LP78 91

EP

456457458459461462

65 15

TC

64 72

TC

64 82

TC465 463

463 46

468 468 469 471

456 55 24

GS

55 76

GS

55 00

GS

87 00

GS

87 00

GS

87 00

GS

90 00

TC

90 90

TC

GS

90 23

GS

88 61

GS

GS78 80

TC-HP

479 -4.0:1

-4.

0:1

-3.0:1

-3.0:1

-3.0:1

-3.0:1

-3.

0:1

-3.0:1

-2.0:1

-2.0:1

-2.0:1 -2.0:1

-2.

9:1

-2.9:1

-2.9:1

-3.0:1 -3.0:1

-3.0:1

450 445 440

435 432

-2.0:1

48 06

TW49 78

TW

45 86

BW

43 09

BW

440435

429429

450446

4.0%

TOP

TOP

45 00

INV

56 49

TOP

56 48

TOP

50 68

INV

78 53

TOP

78 52

TOP

TOP

TOP

53 83

TC

52 30

TC

TC

TC

43 31

TW=BW46 46

TW=BW

22'

22'

24'

0'R

'R

550'R

400'R

400'R

435'R

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

ROAD A

ROAD A

ROAD A

RO

AD

A

PC: 11+71.60

PT

: 1

4+

.44 PC

: 1

4+

.82

PRC: 17+05.14

PT: 18+89.60

PC: 21+66.39

PT: 23+17.44

PC: 23+19.68

PT: 25+16.61

PC: 25+53.67

30'R

30' R

M11(1)

M11(2)

BM11

175.36'

49.5'

.65

10+04 11+00 12+00 13+00

14+00

15+00

16+00 17+00 18+00

19+00

20+00

21+00

22+00 23+00

24+00

+0

+0

PC

: 1

1+

.60

PT: 14+11.44

PC: 14+36.82

PR

C:

+0

5.1

PT

: 1

8+

.60

PC

: 2

1+

.39 PT

: 2

3+

.44

PC

: 2 3+

.68

PT: 25+16.61

PC: 25+53.67

ROAD 'A' PROFILE

EX

. G

RA

DE

PR

. G

RA

DE

C

L.

ROAD 'A' PROFILE

LP STA. = 19+88.05

LP ELEV. = 452.09

PVI STA. = 18+98.05

PVI ELEV. = 453.17'

A = 7.82 K = 23.01

180.00' VC

PV

C

ST

A.

= 1 8+

.05

PV

C

EL

EV

1.2 9'

PV

T S

TA

+8

8.0

PV

T E

LE

V.

= 4

.09

LP STA. = 20+99.43

LP ELEV. = 450.87

PVI STA. = 21+50

PVI ELEV. = 450.14'

A = 8.66 K = 16.16

140.00' VC

PV

C

ST

A.

= 2 0+

.00

PV

C

EL

EV

0.9 8'

PV

T S

TA

+2

0.0

PV

T E

LE

V.

= 4

.36

LP STA. = 10+73.94

LP ELEV. = 478.29

PVI STA. = 10+85.19

PVI ELEV. = 477.93'

A = 7.27 K = 6.88

50.00' VC

PV

C

ST

A.

= 1 0+

.19

PV

C

EL

EV

8.4 3'

PV

T S

TA

+1

0.1

PV

T E

LE

V.

= 4

.24

-2.00%

5.27%

-9.02%

-1.20%

7.46%

HP STA. = 13+85.79

HP ELEV. = 490.85

PVI STA. = 14+25.19

PVI ELEV. = 495.84'

A = -14.29 K = 20.99

300.00' VC

PV

C

ST

A.

= 1 2+

.19

PV

C

EL

EV

7.9 4'

PV

T S

TA

+7

5.1

PV

T E

LE

V.

= 4

.31

HP STA. = 24+66.51

HP ELEV. = 467.54

PVI STA. = 24+00

PVI ELEV. = 468.79'

A = -8.96 K = 22.32

200.00' VC

PV

C

ST

A.

= 2 3+

PV

C

EL

EV

1.3

3'

PV

T S

TA

+0

PV

T E

LE

V.

= 4

.29

PV

I: 1

0+

.09

8.9 1'

IN

O

UT

: -2

.00

9.3

8.6

9.6

8.2

9.9

8.7

2.2

0.0

4.0

1.3

4.4

2.6

4.7

3.9

5.2

5.2

5.7

6.6

5.8

7.9

5.7

9.1

6.3

9.9

6.6

0.5

7.2

0.8

7.3

0.8

7.3

0.4

7.1

9.8

6.6

8.9

6.2

7.7

5.8

6.2

5.2

4.4

4.5

2.3

3.8

0.0

3.2

7.8

2.0

5.5

0.9

3.3

9.2

1.0

6.6

8.7

3.5

6.5

0.4

4.2

7.4

2.0

4.0

9.8

0.9

7.8

7.7

6.2

3.4

4.8

8.5

3.7

4.3

2.8

9.9

2.2

7.3

1.9

4.8

1.6

8.0

1.3

8.3

1.0

6.2

0.8

1.3

1.0

6.2

1.6

1.2

2.6

4.7

4.0

8.4

5.7

2.9

7.6

7.1

9.4

0.2

1.3

1.7

3.0

1.9

4.5

2.0

5.6

1.8

6.5

1.3

7.1

0.4

7.4

9.8

7.5

9.3

7.2

7.6

6.9

5.9

6.5

4.5

6.1

1.3

5.7

9.3

SEE BRIDGE PLANS SHEETS

BD100 AND BD101

+7

8.6 9=

EN

D

BR

ID

GE

AN

D

ST

AR

T R

OA

D

EL

EV

.=4

.00

+9

5.5 2=

EN

D

RO

AD

AN

D

ST

AR

T B

RI

DG

E

EL

EV

.=4

.00

+3

5.9 0=

BE

GI

N

RO

AD

C

ON

ST

RU

CI

TO

N

EL

EV

.=4

.91 (M

AT

CH

EX

. E

P)

+5 3=

EX

. 1

8"

ST

OR

M

X-

IN

G

IN

V.=

2.4

EX. GRADE @

ROAD C/L

PR. GRADE @

ROAD C/L

EX. GRADE @

ROAD C/L

PR. GRADE @

ROAD C/L

+7

6=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

3.8

+7

4=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

2.0

+0

0=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

5.9

COMPACTED STRUCTURAL

FILL PER GEOTECH REPORT

COMPACTED STRUCTURAL

FILL PER GEOTECH REPORT

AND BRIDGE DESIGNER

COMPACTED STRUCTURAL

FILL PER GEOTECH REPORT

AND BRIDGE DESIGNER

COMPACTED STRUCTURAL

FILL PER GEOTECH REPORT

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

MATCHLINE STA 26+00

SEE SHEET CT202

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

CT201

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

\C T2

.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

MA

TC

HL

IN

E

ST

A

+0 0 S

EE

S

HE

ET

C T2

ROADWAY A PLAN & PROFILE-BASE

BID

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

WM

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

NOT TO SCALE

IN-GROUND CREMAIN CROSS SECTION5

7'-2"

7'-6"

1) CRYPT DIMENSIONS REVISED. 03/30/2023

cwallen Line cwallen Callout 1" cwallen Callout 1" cwallen Line cwallen Callout 1" cwallen Line

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 WALL

DESIGNER

TOP OF FINISH GRADE,

SEE CIVIL SHEETS

TOP OF FINISH GRADE,

SEE CIVIL SHEETS

NOTES:

1. THIS SECTION IS FOR THE CONCEPTUAL LAYOUT OF

THE SITE SEGMENTAL RETAINING WALL. WALL, ITS

COMPONENTS, EXCAVATIONS AND DRAINAGE SHALL

BE DESIGNED, AT EXPENSE OF CONTRACTOR, BY A

PROFESSIONAL ENGINEER REGISTERED IN THE

STATE OF ALABAMA. SEE CIVIL DRAWINGS FOR SITE

WALL LOCATIONS.

2. SEGMENTAL WALL IS A DELEGATED DESIGN

PROVIDED BY CONTRACTOR. CONTRACTOR IS

RESPONSIBLE FOR CALCULATIONS AND DETAIL

DESIGN DRAWINGS STAMPED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF ALABAMA.

DESIGN DRAWINGS TO BE SUBMITTED TO THE VA

FOR REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION.

EXCAVATION EXTENTS &

SLOPES TO BE

DETERMINED BY WALL

DESIGNER

PROVIDE 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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CA

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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

1) NOTES FOR DETAIL 10 UPDATED. 06-09-2025

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

B