S02_Construction Drawings bk 6.pdf

PDF 14 MB Posted Dec 15, 2025

Attached to: Alabama National Cemetery - Gravesite Expansion Phase 3
Solicitation number: 36C78626R0008
Issued by: Department of Veterans Affairs National Cemetery Administration

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File	Type	Posted
S02_Construction Drawings bk 8.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 4.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 7.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 9.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 1.pdf	PDF	Dec 15, 2025
S02_Construction Specifications.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 2.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 12.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 3.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 11.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 5.pdf	PDF	Dec 15, 2025
S02_36C78626R0008 Presolicitation Notice.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 10.pdf	PDF	Dec 15, 2025
S02_Construction Drawings bk 13.pdf	PDF	Dec 15, 2025

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4 454

463 461

465 464

465466

461 460

454 454

451 451 452

ROAD C

10+00

11+00 12+00 13+00

14+00

15+00

16+00

: 1

.67

PT: 16+02.23

9+92

35' STREAM SETBACK

STREAM 3

STREAM 1

STREAM 2

UNNAMED TRIBUTARY TO SHOAL CREEK

54" CMP

15" RCP CL III

18" RCP CL III

24" RCP CL III

15" RCP CL III

15"

RCP CL III

15" RCP CL III

10A

73 59

456457458459

457458459 461462463

460465 456457458459461462463464466467468469

458459461462463464466467468469471472473

458459461462463464466467468469

462463464 466467468

470 46 6467468469471472473474

467468

469471472473

47047

470 469

471472473

465465

46346

5 46

2.5%

2.4%

2.3%

2.4%

2.8%

3.0

2.0%

64 52

72 98

73 36

74 61

TC-HP

74 14

-4.

0:1

-4.0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.0:1

-4.5:1

-3.0:1

-4.

0:1

-4.0:1

-4.0:1 -5.

2:1

-3.0:1

4 47

454454455

54 32

INV

53 90

INV

73 64

TOP

72 90

TOP

69 54

TOP

66 91

TOP

64 76

TOP

67 24

TOP

67 13

TOP

64 76

TOP

69 54

TOP

BURIAL SECTION 13

1,104 PPC

BURIAL SECTION 14

1,034 PPC

BURIAL SECTION 15

1,258 PPC

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CJ50010x6 FILTERRA FTIBC1006 INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG101

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CG102

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN-BASE

BID

AutoCAD SHX Text

KEY

AutoCAD SHX Text

AutoCAD SHX Text x

0 485

485480

45545

463 461

464470

465 464

465466

490500

ROAD A

ROAD C

ROAD B15+00 16+00

16+84.52

16+00

17+00

18+00 18+11.33

PC: 29+12.84

: 1

.02

: 1

.22

: 1

.02

PT: 16+02.23

29+00

34+

35+00

35+67.52

14+00

13+65

35' STREAM SETBACK

STREAM 1

STREAM 3

STREAM 4

STREAM 7

STREAM 3

STREAM 1

STREAM 2

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

STREAM 2

54" CMP

24" RCP CL III

" R

III

24"

RCP CL III

24"

RCP CL II

24"

P C

L II

30" RCP CL III

15"

P C

L II

15" RCP CL III 24" RCP CL III

" R

III

24" RCP CL III

15" RCP CL III

BIO RETENTION

BOTTOM OF POND ELEV. = 454.00

CREST OF EMERGENCY SPILLWAY ELEV. = 455.00

TOP OF EMBANKMENT ELEV. = 456.00

29A

70 32

77 38

GS 7814

471472

471472473474 476477478479

481482483484 486487488489

468469 471472473474

476477478479 481482483484

486487488 465

463464 466467468

480 485 477 478 479 481 482 483 484 486 487 488 489

462463464 466467468

3.0

2.4

3.0

2.4

69 74

69 75

69 98

TC-HP

69 79

70 76

76 83

76 68

77 08

TC-HP 78 34

78 34

76 68

486 487 488 489

2.4

69 35

-3.0:1

-4.0:1

-4.5:1

-4.0:1

-4.

0:1

-3.0:1

-3.1:1

-4.

0:1

-4.0:1

-3.

0:1 -3.

0:1

-3.

0:1

-3.0:1

75 83

75 67

TC-HP

481482483484

454454455

54 32

INV

53 90

INV

67 24

TOP

76 42

TOP

76 59

TOP

74 93

TOP

73 15

TOP

55 10

INV

TOP

72 81

TOP

72 81

TOP

69 59

TOP

69 58

TOP

65 70

TOP

75 00

TOP

67 13

TOP

55 10

INV

72 31

TOP

67 21

TOP

67 21

TOP

55 10

INV

73 47

73 65

73 81

73 84

73 72 73 80

73 91

BURIAL SECTION 12

2,422 PPC

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CJ50010x6 FILTERRA FTIBC1006 INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG102

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CG101

MATCHLINE

SEE SHEET CG103

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN-BASE

BID

AutoCAD SHX Text

KEY

AutoCAD SHX Text

480 475 470

465 460

5 45 0 44

5 44 0 43

460455

435440445450

460465

470475

ROAD A

: 1 8+

.60

: 2

.39

: 2

.44

: 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

27+00

28+00

29+00

X X

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

SHOAL CREEK

STREAM 8

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

15" RCP CL III

" R

III

15" RCP CL III

" R

III

15" RCP CL III

" R

III

15" RCP CL III

31A

52 00

471472473474 476477478479

481482483484 486487488

448 449 451 452 453 454

456457

466 467 468 469

468 469 471 472

461462463464 466467468469

471472473474 476477478479

453454456457458459461462463464466467468469471472473474476477478479470

63 42

65 63

50 87

67 54

63 22

63 26

65 15

63 53

63 63

64 22

64 72

64 82

465464

468460

46346

4 464 466 467

480 466 467 467 468

55 24

55 76

55 00

-4.5:1

-4.0:1

-3.0:1

-4.0:1

-4.

0:1

-3.0:1

-3.

0:1

-3.0:1

-2.0:1

-2.0:1 -2.0:1 -2.0:1

435432

-2.0:1

48 06

49 78

45 86

43 09

0 42

429 430

63 50

67 63

63 45

TOP63 45

TOP

62 91

TOP

55 10

INV

-4.0:1

TOP

45 00

INV

56 49

TOP

56 48

TOP

50 68

INV

TOP

53 83

52 30

43 31

TW=BW

46 46

TW=BW

BURIAL SECTION 11

1,000 IGC

COLUMBARIUM B

1,250 NICHES

SEE SHEETS CG401

& CG402

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CJ50010x6 FILTERRA FTIBC1006 INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG103

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CG102

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN-BASE

BID

(NO RIP RAP WITHIN SHOAL CREEK,

PLACE ON STREAM BANKS ONLY)

AutoCAD SHX Text

KEY

AutoCAD SHX Text

5 490

0475470

450 451

450 450

X X

ROAD A

: 1

.60

PT: 14+11.44

PC: 14+36.82

5.1

10+24.35 11+00

12+00

13+00

14+00

15+00

16+00 17+00

18+00

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

" R

18" RCP

FL 455.68

FL 453.18

18" RCP

SW INLET

RIM 462.20

FL 458.92

SW INLET

RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

SW INLET

RIM 448.32

FL IN 443.07

FL OUT 442.88

E 24" RCP

CONTROL IRON

N: 1140146.3399 E: 2170290.1335

ELEV 488.46

CONTROL PK NAIL

N: 1139614.8150 E: 2170418.4130

ELEV 449.56

CONTROL REBAR

N: 1139996.2509 E: 2169809.9290

ELEV 482.83

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

SW INLET

RIM 447.37

FL 440.97

EX. CEMETERY LOOP ROAD

EX. BURIAL

SECTION #5

EX.

COMMITTAL

SHELTER #3

" R

III

15" RCP CL III

EX.

465 470

464 466 467 468 469 471 472 473 474 476

466 467 468 469

471 472 473 474 476 477 478 479

481 482 483 484 486 487 488 489

470 475 480 485468 469 471 472 473 474 476 477 478 479 481 482 483 484

486 487

485490 481482483484486487488489

479481482483

481482483484

486487488489 491492493494495496497

490488 489 491

5.7

78 54

78 57

90 85

78 29

LP 78 91

87 00

90 00

90 90

90 23

88 61

GS 78 80

TC-HP

-2.

9:1

-2.9:1 -2.9:1

-3.0:1 -3.0:1

-3.0:1 -3.9:1

-3.6:1

-3.5:1

-4.5:1

4.0%

78 53

TOP

78 52

TOP

BURIAL SECTION 10

1,000 IGC

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CJ50010x6 FILTERRA FTIBC1006 INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG104

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN-BASE

BID

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

KEY

AutoCAD SHX Text

44644

444445446

44744

451450449

451452

36" DIP

SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

SW INLET

RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

443.15

18" RCP

" R

24" RCP

SW INLET

RIM 448.72

FL 443.73

FL 440.66

36" RCP

EX. CEMETERY LOOP ROAD

. C

EX. PUBLIC

INFO CENTER

/ ADMIN BLD.

EX. CORTEGE

ASSEM. AREA

EX.

IRRIGATION

POND

EX. BURIAL

SECTION #1

EX. BURIAL

SECTION #2

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE

EX. BURIAL

SECTION #6

" R

III

-4.3:1

-3.9:1

-4.4:1

48 84

TOP

49 93

INV

49 15

49 73

INV

52 13

52 57

GS 53 43

53 18

GS 53 58

53 88

BURIAL SECTION 4

1,056 PPC

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CJ50010x6 FILTERRA FTIBC1006 INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG105

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN-BASE

BID

AutoCAD SHX Text

KEY

AutoCAD SHX Text

22'

24'

4' (TYP.)

60'

(TYP.) 500'R

130'R

550'R

400'R

31'

33'

22'

ROAD A

: 1 8+

.60

: 2

.39

: 2

.44

: 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

27+00

28+00

29+00

M11(1)

M11(2)

BM11

88'

(TYP.)

480 475 470

465 460

5 45 0 44

5 44 0 43

460455

435440445450

460465

470475

X X

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

SHOAL CREEK

STREAM 8

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

52 00

471472473474 476477478479

481482483484 486487488

451 452 453 454 456457

466 467 468 469

468 469 471 472

461462463464 466467468469

471472473474 476477478479

453454456457458459461462463464466467468469471472473474476477478479470

63 42

65 63

50 87

67 54

63 22

63 26

65 15

63 53

63 63

64 12

64 22

64 72

64 82

465464

468460

46346

4 464 466 467

480 466 467 467 468

55 24

55 76

55 00

-4.5:1

-4.0:1

-3.0:1

-4.0:1

-4.

0:1

-3.0:1

-3.

0:1

-3.0:1

-2.0:1

-2.0:1 -2.0:1 -2.0:1

435432

-2.0:1

48 06

49 78

45 86

43 09

0 42

429 430

63 50

67 63

63 45

TOP63 45

TOP

62 91

TOP

55 10

INV

-4.0:1

TOP

45 00

INV

56 49

TOP

56 48

TOP

50 68

INV

TOP

53 83

52 30

43 31

TW=BW

46 46

TW=BW

31A

15" RCP CL III

" R

III

15" RCP CL III

" R

III

15" RCP CL III

" R

III

15" RCP CL III

31A

63 50

60 25

TOP

BURIAL SECTION 11

1,000 PLOTS

COLUMBARIUM

1,250 NICHESWORK TO BE

COMPLETED

IN BASE BID

COLUMBARIUM

1,000NICHES

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CU503FILTERRA CURB INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG106

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN BID

OPTION 1

AutoCAD SHX Text

KEY

AutoCAD SHX Text

3' (TYP.)

12'

45'

30' R

30'R

300'R

ROAD C

10+00

11+00 12+00 13+00

14+00

15+00

16+00

: 1

.67

PT: 16+02.23

9+92

22' 24'

M15(1)

M15(2)

M13(1)

M13(2)

M14(1)

M14(2)

BM15

BM13

BM14 84.37'

(TYP.)

57'

(TYP.)

84.37'

(TYP.)

57'

(TYP.)

84.37'

(TYP.)

57'

(TYP.)

24' 22'

4 454

463 461

465 464

465466

461 460

454 454

451 451 452

35' STREAM SETBACK

STREAM 3

STREAM 1

STREAM 2

UNNAMED TRIBUTARY TO SHOAL CREEK

73 59

456457458459

457458459 461462463

460465 456457458459461462463464466467468469

458459461462463464466467468469471472473

458459461462463464466467468469

462463464 466467468

470 46 6467468469471472473474

467468

469471472473

47047

470 469

471472473

465465

46346

5 46

2.5%

2.4%

2.3%

2.4%

2.8%

3.0

2.0%

64 52

72 98

73 36

74 61

TC-HP

74 14

-4.

0:1

-4.0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.

0:1

-4.0:1

-4.5:1

-3.0:1

-4.

0:1

-4.0:1

-4.0:1 -5.

2:1

-3.0:1

4 47

454454455

54 32

INV

53 90

INV

73 64

TOP

72 90

TOP

69 54

TOP

66 91

TOP

64 76

TOP

67 24

TOP

67 13

TOP

64 76

TOP

69 54

TOP

12'

30' R

30'R

ROAD C

+6 2.5

10+20 10+60.37

42" RCP CL III

15" RCP CL III

" R

III

15" RCP CL III

54" CMP

15" RCP CL III

18" RCP CL III

24" RCP CL III

15" RCP CL III

15"

RCP CL III

15" RCP CL III

10A

73 59

73 01

EP73 20

73 20

72 98

74 37

73 44

TC-HP

65 00

64 00

64 16

INV

65 12

65 74

66 34

66 84

66 50

66 00

-3.0:1

60 69

62 82

INV

74 44

TOP

74 44

TOP

77 28

TOP 23

BURIAL SECTION 15

1,258 PLOTS

BURIAL SECTION 13

1104 PLOTS

BURIAL SECTION 14

1034 PLOTS

WORK TO BE

COMPLETED

IN BASE BID

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CU503FILTERRA CURB INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG107

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CG108

KEY MAP

(NOT TO SCALE)

3 4 5

GRADING & DRAINAGE PLAN BID

OPTION 3

AutoCAD SHX Text

KEY

AutoCAD SHX Text

24'

3' (TYP.)

12'

30'R

97.60'R 500'R

ROAD A

ROAD C

ROAD B15+00 16+00

16+84.52

16+00

17+00

18+00 18+11.33

PC: 29+12.84

: 1

.02

: 1

.22

: 1

.02

PT: 16+02.23

29+00

34+

35+00

35+67.52

14+00

13+65

30'R

22' 24'

M12(1)

M12(2)

BM12

.37

57'

(TYP.)

.37

57'

(TYP.)

24' 22'

0 485

485480

45545

463 461

464470

465 464

465466

490500

35' STREAM SETBACK

STREAM 1

STREAM 3

STREAM 4

STREAM 7

STREAM 3

STREAM 1

STREAM 2

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

STREAM 2

70 32

77 38

78 14

471472

471472473474 476477478479

481482483484 486487488489

468469 471472473474

476477478479 481482483484

486487488 465

463464 466467468

480 485 477 478 479 481 482 483 484 486 487 488 489

462463464 466467468

3.0

2.4

3.0

2.4

69 74

69 75

69 98

TC-HP

69 79

70 76

76 83

76 68

77 08

TC-HP 78 34

78 34

76 68

486 487 488 489

2.4

69 35

-3.0:1

-4.0:1

-4.5:1

-4.0:1

-4.

0:1

-3.0:1

-3.1:1

-4.

0:1

-4.0:1

-3.

0:1 -3.

0:1

-3.

0:1

-3.0:1

75 83

73 15

75 67

TC-HP

481482483484

454454455

54 32

INV

53 90

INV

67 24

TOP

76 42

TOP

76 59

TOP

74 93

TOP

73 15

TOP

55 10

INV

70 12

TOP

72 81

TOP

72 81

TOP

69 59

TOP

69 58

TOP

65 70

TOP

75 00

TOP

67 13

TOP

55 10

INV

72 31

TOP

67 21

TOP

67 21

TOP

55 10

INV

73 47

73 65

73 81

73 84

73 72 73 80

73 91

(TYP.)

22'

24'

77.91'

30'R

400'R

0'R

ROAD D

ROAD B

10+

11+

12+

10+20

11+00

12+00

13+00 14+00

PC: 12+03.01

PC: 10

+57.

: 1

.57

22' 24'

14+59.02

M16(1)

BM16

M16(2)

84.37'

(TYP.)

57'

(TYP.)

42" RCP CL III

15" RCP CL III

22A

" R

III

15"

RCP CL II

15" RCP CL III

15"

RCP C

L II

15" RCP CL III

54" CMP

24" RCP CL III

" R

III

24"

RCP CL III

24"

RCP CL II

24"

P C

L II

30" RCP CL III

15"

P C

L II

15" RCP CL III 24" RCP CL III

" R

III

24" RCP CL III

15" RCP CL III

BIO RETENTION

BOTTOM OF POND ELEV. = 454.00

CREST OF EMERGENCY SPILLWAY ELEV. = 455.00

TOP OF EMBANKMENT ELEV. = 456.00

29A

82 00

473474476

461462463

471472473474 476477478

2.0

82 63

82 83

82 42

82 43

82 44

480485490 478479481482483484486487488489491492493

65 00

64 00

64 16

INV

65 12

-3.0:1

-3.

9:1

-3.

2:1

-3.0 :1

-3.

0:1

-3.

0:1

-3.

0:1

60 69

INV

62 82

INV

77 28

TOP

80 15

TOP

82 48

TOP

80 50

TOP

BURIAL SECTION 16

1,926 PPC

BURIAL SECTION 12

2,422 PLOTS

WORK TO BE

COMPLETED

IN BASE BID

LIMITS OF WORK

STORM SEWER PIPE

DI DROP INLET

MH MANHOLE

TC TOP OF CURB

GS GROUND SPOT

EP EDGE OF PAVEMENT

TOP TOP OF STRUCTURE

INV. INVERT OF STRUCTURE

EXISTING STORM PIPE

STORM STRUCTURES

EXISTING STORM STRUCTURE

1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND

UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO

ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. HORIZONTAL DATUM IS REFERENCED TO THE ALABAMA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

PRECAST STORM SEWER

INLET (1 WING)

PRECAST CONCRETE MANHOLE

PRECAST STORM SEWER INLET (2 WING)

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

HP HIGH POINT

LP LOW POINT

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

LEGEND:

KEYNOTE LEGEND:

DESCRIPTION

GRADING NOTES:

PRECAST ENDWALL

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

BIORETENTION BASIN MEDIA

CU501

CU502

CU501

CU502

CU501

CU271

DROP INLET (TYPE P)

IMPACT DISSIPATOR/END SECTION

RIP-RAP OUTLET PROTECTION

CU503FILTERRA CURB INLET

UNDERDRAIN RIP-RAP OUTLET PROTECTION (AVG.

STONE DIA = 2.5" MAX STONE DIA.=3.75", APRON

THICKNESS=6")

BRIDGE (SEE SHEETS BD100-BD101)

EX. IRRIGATION EQUIPMENT TO REMAIN AND STAY

OPERATIONAL

CU503

PRECAST ENDWALL

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. TIE INTO STORM

STRUCTURE

4" HDPE DRAIN PIPE FOR FLOWER WATERING

STATION. MIN .5% SLOPE. OUTLET TO FINISHED GRADE

12" UNDER DRAIN END SECTION 8

CU503

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\50

-0

1 N

\C G1

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

CG108

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GRADING & DRAINAGE PLAN BID

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File details come from the government source that posted it. Updated Feb 2, 2026.