S02_Construction Drawings bk 5.pdf

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 NOT FOR

CONSTRUCTION

NOT TO SCALE

INLET PROTECTION: COARSE AGGREGATEIPNOT TO SCALE

INLET PROTECTION: SILT FENCEIP

NOT TO SCALE

INLET PROTECTION: SAND BAGSIP

EROSION & SEDIMENT CONTROL

DETAILS

GC502

MI

NI

MU

M)

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FEET MINIMUM HEIGHT, AROUND AREAS OF ACTIVE CONSTRUCTION. THE TEMPORARY FENCING SHALL ENCOMPASS THE CONSTRUCTION WORK AREA(S) TO SERVE AS A PEDESTRIAN BARRIER TO ALERT CEMETERY PATRONS OF THE CONSTRUCTION SITE. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH PRIVACY SCREENING MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ACCOMMODATE WIND LOADING WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

2. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS.

3. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

4. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY RE/COR.

5. DETAIL PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. FENCING WITH EQUIVALENT FORM/FUNCTION SHALL BE SUBMITTED AND CONSIDERED FOR APPROVAL.

BOTTOM OF FENCE

TO 1" ABOVE GRADE

NOTCHED & WELDED NOTCHED & WELDEDWIRE TIES

MA

XI

MU

M)

MA

XI

MU

M) GALVANIZED STEEL

TUBE

FASTEN FENCE FABRIC AT TERMINAL

POSTS WITH TENSION BANDS

SPACED AT MAXIMUM 15 INCHES.

FASTEN FENCE FABRIC TO

TOP/BOTTOM RAILS & LINE POSTS

WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

GALVANIZED STEEL

TUBE

STEEL FEET, BLOCKS OR OTHER

ACCEPTABLE MEANS OF SUPPORT

NOT TO SCALE

CONSTRUCTION SAFETY FENCESAF

4 454

463 461

465 464

465466

461 460

454 454

451 451 452

35' STREAM SETBACK

STREAM 3

STREAM 3

STREAM 1

STREAM 2

STREAM 2

STREAM 2

UNNAMED TRIBUTARY TO SHOAL CREEK

REMOVE STORM INLET (TO BE REPLACED)

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

DRIVEWAY; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. INITIAL DEMOLITION ACTIVITIES SHOULD BE COMPLETED ONLY IN AREAS THAT

ARE NECESSARY TO INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

ONCE PERIMETER CONTROLS ARE ESTABLISHED THE REMAINDER OF

DEMOLITION ACTIVITIES MAY BEGIN.

3. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

4. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

DEMOLITION NOTES:

REMOVE EX. FEATURE

XX

REMOVE SIGN

REMOVE EX. TREES AND/OR BUSHES

NOT USED

IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL. ADD E&S FENCING

BEFORE LAND DISTURBANCE AS REQUIRED BY E&S NARRATIVE.3

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

LIMITS OF WORK

REMOVE EX. TREES

IRRIGATION HEAD/BOX TO REMAIN7

EX. TREE LINE TO BE CLEARED

EX. TREE LINE

REMOVE EX. DRIVEWAY APRON8

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 NOT FOR

CONSTRUCTION

CD101

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CD102

MATCHLINE

SEE SHEET CD102

KEY MAP

(NOT TO SCALE)

3 4 5

SITE CLEARING AND DEMOLITION

PLAN

AutoCAD SHX Text x

0 485

485480

45545

463 461

464470

465 464

465466

490500

35' STREAM SETBACK

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

REMOVE STORM INLET (TO BE REPLACED)

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

DRIVEWAY; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. INITIAL DEMOLITION ACTIVITIES SHOULD BE COMPLETED ONLY IN AREAS THAT

ARE NECESSARY TO INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

ONCE PERIMETER CONTROLS ARE ESTABLISHED THE REMAINDER OF

DEMOLITION ACTIVITIES MAY BEGIN.

3. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

4. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

DEMOLITION NOTES:

REMOVE EX. FEATURE

XX

REMOVE SIGN

REMOVE EX. TREES AND/OR BUSHES

NOT USED

IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL. ADD E&S FENCING

BEFORE LAND DISTURBANCE AS REQUIRED BY E&S NARRATIVE.3

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

LIMITS OF WORK

REMOVE EX. TREES

IRRIGATION HEAD/BOX TO REMAIN7

EX. TREE LINE TO BE CLEARED

EX. TREE LINE

REMOVE EX. DRIVEWAY APRON8

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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IN

\P

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\C D1

.D

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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

CD102

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MATCHLINE

SEE SHEET CD101

MATCHLINE

SEE SHEET CD101

MATCHLINE

SEE SHEET CD103

KEY MAP

(NOT TO SCALE)

3 4 5

SITE CLEARING AND DEMOLITION

PLAN

480 475 470

465 460

5 45 0 44

5 44 0 43

460455

435440445450

460465

470475

X

X X E

SHOAL CREEK

SHOAL CREEK

STREAM 8

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

REMOVE STORM INLET (TO BE REPLACED)

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

DRIVEWAY; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. INITIAL DEMOLITION ACTIVITIES SHOULD BE COMPLETED ONLY IN AREAS THAT

ARE NECESSARY TO INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

ONCE PERIMETER CONTROLS ARE ESTABLISHED THE REMAINDER OF

DEMOLITION ACTIVITIES MAY BEGIN.

3. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

4. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

DEMOLITION NOTES:

REMOVE EX. FEATURE

XX

REMOVE SIGN

REMOVE EX. TREES AND/OR BUSHES

NOT USED

IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL. ADD E&S FENCING

BEFORE LAND DISTURBANCE AS REQUIRED BY E&S NARRATIVE.3

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

LIMITS OF WORK

REMOVE EX. TREES

IRRIGATION HEAD/BOX TO REMAIN7

EX. TREE LINE TO BE CLEARED

EX. TREE LINE

REMOVE EX. DRIVEWAY APRON8

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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\P

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\C D1

.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

CD103

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD102

KEY MAP

(NOT TO SCALE)

3 4 5

SITE CLEARING AND DEMOLITION

PLAN

5 490

0475470

450 451

450 450

E

T

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

CP

18" RCP

18" RCP

18" RCP

HW

FL 455.68

FL 453.18

18" RCP

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

18" RCP

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

T

E 24" RCP

SW INLET

RIM 447.37

FL 440.97

EX. CEMETERY LOOP ROAD

EX. BURIAL

SECTION #5

EX.

COMMITTAL

SHELTER #3

X

X

XXX

X X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

REMOVE STORM INLET (TO BE REPLACED)

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

DRIVEWAY; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. INITIAL DEMOLITION ACTIVITIES SHOULD BE COMPLETED ONLY IN AREAS THAT

ARE NECESSARY TO INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

ONCE PERIMETER CONTROLS ARE ESTABLISHED THE REMAINDER OF

DEMOLITION ACTIVITIES MAY BEGIN.

3. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

4. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

DEMOLITION NOTES:

REMOVE EX. FEATURE

XX

REMOVE SIGN

REMOVE EX. TREES AND/OR BUSHES

NOT USED

IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL. ADD E&S FENCING

BEFORE LAND DISTURBANCE AS REQUIRED BY E&S NARRATIVE.3

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

LIMITS OF WORK

REMOVE EX. TREES

IRRIGATION HEAD/BOX TO REMAIN7

EX. TREE LINE TO BE CLEARED

EX. TREE LINE

REMOVE EX. DRIVEWAY APRON8

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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CA

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LA

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MA

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IN

\P

LA

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\C D1

.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

CD104

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

KEY MAP

(NOT TO SCALE)

3 4 5

SITE CLEARING AND DEMOLITION

PLAN

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text D

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

CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

FL 440.66

36" RCP

EX. CEMETERY LOOP ROAD

EX

. C

EM

ET

ER

Y

EN

TR

AN

CE

R

OA

D

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

REMOVE STORM INLET (TO BE REPLACED)

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

DRIVEWAY; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. INITIAL DEMOLITION ACTIVITIES SHOULD BE COMPLETED ONLY IN AREAS THAT

ARE NECESSARY TO INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

ONCE PERIMETER CONTROLS ARE ESTABLISHED THE REMAINDER OF

DEMOLITION ACTIVITIES MAY BEGIN.

3. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

4. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

DEMOLITION NOTES:

REMOVE EX. FEATURE

XX

REMOVE SIGN

REMOVE EX. TREES AND/OR BUSHES

NOT USED

IRRIGATION EQUIPMENT TO REMAIN AND STAY OPERATIONAL. ADD E&S FENCING

BEFORE LAND DISTURBANCE AS REQUIRED BY E&S NARRATIVE.3

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

LIMITS OF WORK

REMOVE EX. TREES

IRRIGATION HEAD/BOX TO REMAIN7

EX. TREE LINE TO BE CLEARED

EX. TREE LINE

REMOVE EX. DRIVEWAY APRON8

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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\S

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\50

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1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C D1

.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

CD105

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

KEY MAP

(NOT TO SCALE)

3 4 5

SITE CLEARING AND DEMOLITION

PLAN

AutoCAD SHX Text

WM

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

35' STREAM SETBACK

STREAM 3

STREAM 3

STREAM 1

STREAM 2

STREAM 2

STREAM 2

STREAM 2

54" CMP

15" RCP CL III

15" RCP CL III

18" RCP CL III

24" RCP CL III

15" RCP CL III

15"

RCP CL III

15" RCP CL III

C2

C1

10A

8A

7A

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

12'

12'

12'

12'

45'

30' R

30'R

300'R

ROAD C

ROAD C

10+00

11+00 12+00 13+00

14+00

15+00

16+00

PC

: 1

2+

.67

PT: 16+02.23

9+92

'R

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'

2 2

2 2 2

2 2 2 2

3 3

4 4

BURIAL SECTION 13

1,104 PPC

BURIAL SECTION 14

1034 PPC

BURIAL SECTION 15

1,258 PPC

2168531.025

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M15(1)

BASELINE

N2° 09' 21.15"W [M15(1) TO M15(2)]BM15

BM14

BEARING [DEFINED BY]

N2° 09' 21.15"W [M14(1) TO M14(2)]

1141307.417 1141391.727 1141260.198 1141175.887

2168534.198

2168707.097 2168710.271

1141287.48 1141371.79

2168820.151 2168816.977

S2° 09' 21.15"E [M13(1) TO M13(2)]BM13

M15(2) M14(1) M14(2) M13(1) M13(2)

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

NORTH

CS101

MATCHLINE

SEE SHEET CS102

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE LAYOUT PLAN-BASE BID

KEY MAP

(NOT TO SCALE)

3 4 5

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

STREAM 2

54" CMP

24" RCP CL III

24" RCP CL III

" R

CP

CL

III

24"

RCP CL III

24"

RCP CL II

I

24"

RC

P C

L II

I

30" RCP CL III

15"

RC

P C

L II

I

15" RCP CL III 24" RCP CL III

" R

CP

CL

III

24" RCP CL III

24" RCP CL III

15" RCP CL III

15" RCP CL III

15" RCP CL III

15" RCP CL III

15" 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

C2

C1

4A

3A

7A

29A

24'22'

3' (TYP.)

3' (TYP.)

12'

30'R

30'R

'R

30'R

97.60'R 500'R

'R

RO

AD

A

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

PT

: 1

4+

.02

PC

: 1

4+

.22

PT

: 1

6+

.02

PT: 16+02.23

29+00

+0

+0

+0

+0

34+

35+00

35+67.52

14+00

13+65

50' R

30'R

22' 24'

M12(1)

M12(2)

BM12

.37

(T

YP

57'

(TYP.)

.37

(T

YP

57'

(TYP.)

24' 22'

BURIAL SECTION 12

2,422 PPC

2168635.528

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M12(1)

BASELINE

N0° 00' 00.00"W [M12(1) TO M12(2)]BM12

BEARING [DEFINED BY]

1140694.565 1140778.935

2168635.528 M12(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

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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

CS102

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

MATCHLINE

SEE SHEET CS103

SITE LAYOUT PLAN-BASE BID

KEY MAP

(NOT TO SCALE)

3 4 5

MATCHLINE

SEE SHEET CS101

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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CA

A

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\E

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\P

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\C S1

.D

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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

E

T

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

CP

18" RCP

18" RCP

18" RCP

HW

FL 455.68

FL 453.18

18" RCP

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

18" RCP

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

T

E 24" RCP

SW INLET

RIM 447.37

FL 440.97

EX. CEMETERY LOOP ROAD

EX. BURIAL

SECTION #5

EX.

COMMITTAL

SHELTER #3

" R

CP

CL

III

15" RCP CL III

EX.

4' (TYP.)

400'R

400'R

435'R

X

X

X

X

X

X

X X

X X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

ROAD A

ROAD A

PC

: 1

1+

.60

PT: 14+11.44

PC: 14+36.82

PR

C:

+0

5.1

10+24.35 11+00

12+00

13+00

14+00

15+00

16+00 17+00

18+00

30'R

30'R

M10(1)

M10(2)

BM10

88'

(TYP.)

60'(TYP.)

175.36'

49.

5'

40.65'

BURIAL SECTION 10

1,000 IGC

2170324.014

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M10(1)

BASELINE

S50° 59' 48.94"W [M10(1) TO M10(2)]BM10

BEARING [DEFINED BY]

1139573.414 1139518.03

2170392.4 M10(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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1 N

CA

A

LA

BA

MA

\E

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IN

\P

LA

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\C S1

.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

CS104

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

SITE LAYOUT PLAN-BASE BID

KEY MAP

(NOT TO SCALE)

3 4 5

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

CHAINLINK FENCE TO CONCEAL EXISTING SPOILS AREA, APPROXIMATELY

300' IN LENGTH. SEE SHEET CS502 DETAIL 12. CONTRACTOR TO STAKE IN

FIELD FOR APPROVAL BE CEMETERY PRIOR TO INSTALLATION.

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text D

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

CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

FL 440.66

36" RCP

EX. CEMETERY LOOP ROAD

EX

. C

EM

ET

ER

Y

EN

TR

AN

CE

R

OA

D

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

CP

CL

III

C8

C7

3' (T

YP.)

12'

M4(1)

M4(2)

BM4

84.37'

(TYP.)

57'

(TYP.)

BURIAL SECTION 4

1,056 PPC

2170975.513

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M4(1)

BASELINE

N37° 06' 02.65"W [M4(1) TO M4(2)]BM4

BEARING [DEFINED BY]

1139938.955 1140006.246

2171026.407 M4(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

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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

CS105

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

SITE LAYOUT PLAN-BASE-BID

KEY MAP

(NOT TO SCALE)

3 4 5

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

AutoCAD SHX Text

WM

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.)

31A

BURIAL SECTION 11

1,000 PLOTS

COLUMBARIUM

1,250 NICHESWORK TO BE

COMPLETED

IN BASE BID

NEW

COLUMBARIUM

1,200 NICHES

10 17

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

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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

CS106

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

SITE LAYOUT PLAN-BID OPTION 1

KEY MAP

(NOT TO SCALE)

3 4 5

STREAM 3

STREAM 3

STREAM 1

STREAM 2

STREAM 2

STREAM 2

STREAM 2

UNNAMED TRIBUTARY TO SHOAL CREEK

54" CMP

15" RCP CL III

15" RCP CL III

18" RCP CL III

24" RCP CL III

15" RCP CL III

15"

RCP CL III

15" RCP CL III

C2

C1

10A

8A

7A

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

12'

12'

12'

12'

45'

30' R

30'R

300'R

ROAD C

ROAD C

10+00

11+00 12+00 13+00

14+00

15+00

16+00

PC

: 1

2+

.67

PT: 16+02.23

9+92

50' R

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'

12'

30' R

30'R

ROAD C

RO

AD

D

+0

+0

+0

+6 2.5

10+20 10+60.37

C4

C6

C5

42" RCP CL III

15" RCP CL III

" R

CP

CL

III

15" RCP CL III

BURIAL SECTION 15

1,258 PLOTS

BURIAL SECTION 13

1104 PLOTS

BURIAL SECTION 14

1034 PLOTS

WORK TO BE

COMPLETED

IN BASE BID

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

NORTH

CS107

MATCHLINE

SEE SHEET CS108

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE LAYOUT PLAN-BID OPTION 3

KEY MAP

(NOT TO SCALE)

3 4 5

MATCHLINE

SEE SHEET CS108

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

STREAM 2

54" CMP

24" RCP CL III

24" RCP CL III

" R

CP

CL

III

24"

RCP CL III

24"

RCP CL II

I

24"

RC

P C

L II

I

30" RCP CL III

15"

RC

P C

L II

I

15" RCP CL III 24" RCP CL III

" R

CP

CL

III

24" RCP CL III

24" RCP CL III

15" RCP CL III

15" RCP CL III

15" RCP CL III

15" RCP CL III

15" 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

C2

C1

4A

3A

7A

29A

24'22'

3' (TYP.)

3' (TYP.)

12'

30'R

30'R

'R

30'R

97.60'R 500'R

'R

RO

AD

A

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

PT

: 1

4+

.02

PC

: 1

4+

.22

PT

: 1

6+

.02

PT: 16+02.23

29+00

+0

+0

+0

+0

34+

35+00

35+67.52

14+00

13+65

50' R

30'R

22' 24'

M12(1)

M12(2)

BM12

.37

(T

YP

57'

(TYP.)

.37

(T

YP

57'

(TYP.)

24' 22'

3'

(TYP.)

22'

24'

77.91'

'R

30'R

400'R

0'R

ROAD D

ROAD B

10+

11+

12+

+0

+0

10+20

11+00

12+00

13+00 14+00

PC: 12+03.01

PC: 10

+57.

PT

: 1

4+

.57

22' 24'

14+59.02

M16(1)

BM16

M16(2)

84.37'(TYP.)

57'

(TYP.)

C4

C6

C3

C5

42" RCP CL III

15" RCP CL III

22A

" R

CP

CL

III

15"

RCP CL II

I

15" RCP CL III

15"

RC

P C

L II

I

15" RCP CL III

BURIAL SECTION 16

1,926 IGC

BURIAL SECTION 12

2,422 PLOTS

WORK TO BE

COMPLETED

IN BASE BID

2168398.807

NORTHING

MONUMENT LAYOUT CHART

EASTING

MONUMENT

M16(1)

BASELINE

S43° 56' 19.57"W [M16(1) TO M16(2)]BM16

BEARING [DEFINED BY]

1140886.449 1140825.696

2168340.264 M16(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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1 N

CA

A

LA

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MA

\E

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IN

\P

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\C S1

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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

CS108

MATCHLINE

SEE SHEET CS107

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

SITE LAYOUT PLAN-BID OPTION 3

KEY MAP

(NOT TO SCALE)

3 4 5

MATCHLINE

SEE SHEET CS107

W

W

W

W

EX. CEMETERY LOOP ROAD

5A

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

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

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\S

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1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C S1

.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

CS111

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

BURIAL SECTION 4

1,056 PPC

(WITHIN 3'x7'-8" PLOTS)

KEY MAP

(NOT TO SCALE)

BURIAL SECTION NUMBERING

PLAN SECTION 4

AutoCAD SHX Text

WM

PT: 27+55.9426+00

27+00

28+00

479 480

665A

18" RCP

FL OUT 448.10

RIM 451.34

FL IN 445.15

FL OUT 445.01

EX. CEMETERY LOOP ROAD

665A

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

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 NOT FOR

CONSTRUCTION

CS112

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30 BURIAL SECTION 10

1,000 IGC

(WITHIN 4'x4' PLOTS)BURIAL SECTION 11

1,000 IGC

(WITHIN 4'x4' PLOTS)

KEY MAP

(NOT TO SCALE)

BURIAL SECTION NUMBERING

PLAN SECTION 10 & 11

ROAD A

AutoCAD SHX Text

WM

AutoCAD SHX Text D

PC

: 1

4+

.22

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46

5A

'R

+0

34+

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

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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1 N

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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

CS113

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

BURIAL SECTION 12

2,422 PPC

(WITHIN 3'x7'-8" PLOTS)

MA

TC

HL

IN

E

SE

E

TH

IS

S

HE

ET

MA

TC

HL

IN

E

SE

E

TH

IS

S

HE

ET

KEY MAP

(NOT TO SCALE)

BURIAL SECTION NUMBERING

PLAN SECTION 12

300'R

14+00

15+00

5A

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

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 S1

.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

CS114

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30BURIAL SECTION 13

1,104 PPC

(WITHIN 3'x7'-8" PLOTS)

KEY MAP

(NOT TO SCALE)

BURIAL SECTION NUMBERING

PLAN SECTION 13

ROAD C

30'R

11+0012+00 13+00

14+00