Attachment 4_806CM3028_CBNC_Bid Set_Plans_Part2.pdf

PDF 18 MB Posted Aug 28, 2022

Attached to: Y1PZ--806CM3028 Camp Butler GSE - Construction IFB (VA-22-00088120)
Solicitation number: 36C78622B0023
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project to expand the Camp Butler National Cemetery. The Department of Veterans Affairs, National Cemetery Administration seeks to construct 1,000 inground cremains burial sections, 1,500 niche columbarium plazas, and 150 marker memorial walls through a firm-fixed price construction contract. Offerors must be verified Service-Disabled Veteran-Owned Small Businesses to be eligible for award. The contractor will have 480 calendar days to complete the work with a project value between $1,000,000 and $5,000,000. The solicitation is identified as number 36C78622B0023 and amendments will be posted online rather than distributed via mail. Questions should be directed to the contracting officer Shane Hilts by email.

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Other files

File	Type	Posted
C08_SAM Award Notice 36C78622C0075.pdf	PDF	Sep 28, 2022
S06_Amendment 36C78622B0023 0002.pdf	PDF	Sep 23, 2022
Amendment 36C78622B0023 0001.pdf	PDF	Sep 16, 2022
Attachment 6_806CM3028_CBNC_Bid Set_Plans_Part4.pdf	PDF	Aug 28, 2022
Attachment 5_806CM3028_CBNC_Bid Set_Plans_Part3.pdf	PDF	Aug 28, 2022
Attachment 1_Scope of Work - 806CM3028.pdf	PDF	Aug 28, 2022
S02_36C78622B0023 IFB.pdf	PDF	Aug 28, 2022
Attachment 2_806CM3028_CBNC_Bid Set_Specs.pdf	PDF	Aug 28, 2022
Attachment 7_Wage Determintion IL20220015 08.05.2022.pdf	PDF	Aug 28, 2022
Attachment 3_806CM3028_CBNC_Bid Set_Plans_Part1.pdf	PDF	Aug 28, 2022

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE DETAILS

DT503

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

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.8.

6\V

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BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE DETAILS

DT504

SITE DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

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\19 2.1

.8.

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BID DOCUMENTS

BID DOCUMENTS SUBMISSION

DT505

WWW

WWWWWWWWWWW

0'w )R

D xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 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

NEW ROAD 'A'

NEW GRAVEL ROAD

ST ST

SECTION 5

1,000 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

\19 2.1

.8.

6\V

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BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE SIGNAGE PLAN

CI100

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

FENCE COLUMN

DECORATIVE METAL FENCE

ENTRY WALL

KEY NOTE LEGEND:

48" PERIMETER CHAIN LINK FENCE

ENTRY GATE

KEY NO. DESCRIPTION DETAIL/PG

GRAPHIC LEGEND:

x x x x x x CHAIN-LINK FENCE

DECORATIVE METAL FENCE

CI741

CI745

5/6

CI740

CI745

NKEY MAP

(NOT TO SCALE)

NOTE: LOCATION OF SIGN SHALL BE COORDINATED AND APPROVED BY COR.

2'- 0"

3'- 0"

NOTES:

SIZE:

OVERALL SIGN DIMENSIONS: 2'-0" HIGH x 6" WIDE x 6" DEPTH SIGN FACE: 8" LONG x 6" WIDE

DESCRIPTION:

LIGHT GRAY GRANITE SECTION MARKER: HONED SMOOTH INSCRIPTION FACE, ALL OTHER SURFACES TO BE

SMOOTH SAW-CUT FINISH.

ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL SHALL BE ROUNDED TO 3/8" RADIUS

GRAPHIC PROCESS:

"SEC" SHALL BE ENGRAVED LETTERS: 1-1/2" HT., 3/16" DEPTH, 3/16" STEMS & BARS; TEXT FOR SECTION I.D.

NUMBERS SHALL BE AS SHOWN ON PLAN, APPROVED BY THE VA & BE ENGRAVED: 2" HT., 3/16" DEPTH, 3/8"

STEMS & BARS; ALL TEXT TO BE HELVETICA MEDIUM FONT.

RECOMMENDATIONS:

POSITION SIGN TO PROVIDE PEDESTRIANS WITH A CLEAR, UNOBSTRUCTED VIEW OF THE SIGN.

6"6"

2- 14 "

6- 12 "

10' (TYP.) TO

BACK

OF CURB

1- 12 "

GROUND LEVEL2"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

\19 2.1

.8.

6\V

1\P

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\06

I-1

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SIGNAGE DETAILS

CI101

D O N O T

E N T E R

Text As Shown Text As Shown

Main Entrance

1/3 Mile

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

\19 2.1

.8.

6\V

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SIGNAGE DETAILS

CI102

XXX

X xxxxxxxx

TRANSITION

CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

DOUBLE SIDED MEMORIAL

WALL, 150 MARKERS TOTAL

6' METAL BENCH

HEAVY-DUTY CONCRETE

PAVEMENT, TYP.

CONCRETE HAUNCH,

TYP.

TRANSITION CURB, TYP.

ASPHALT PAVEMENT, TYP.

PARALLEL PARKING,

11 SPACES

PARALLEL PARKING,

4 SPACES

FLOWER WATERING STATION

TYPE-1, TYP.

CONCRETE RIBBON GUTTER, TYP.

TRANSITION CURB, TYP.

BURIAL SECTION

MARKER, TYP.

INGROUND CREMAIN BURIAL

PLOT, TYP. (4' x 4')

DECORATIVE METAL FENCE W/

CONCRETE MOW STRIP, TYP.

PROPERTY LINE, TYP.

20' BURIAL SETBACK, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

6.00'

TYP.

CI700

22.02'

(3 EQ

. PANELS, TYP.)

50-NICHE LONG, DOUBLE SIDED

COLUMBARIUM WALL, 500 NICHES

EACH, TYP.

LIGHT-DUTY CONCRETE PAVEMENT

8' METAL BENCH, TYP.

CI720

6.00'

TYP.

8.00'

TYP.

GRAVEL MAINTENANCE

ROAD, TYP.

TRANSITION CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

10.00'TYP. 8.00'

10.00'TYP.

CI500

CI501

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

TRANSITION

CURB, TYP.

MOUNTABLE

CONCRETE CURB

AND GUTTER, TYP.

CONCRETE RIBBON

GUTTER, TYP

HEAVY-DUTY CONCRETE

PAVEMENT, TYP.

CONCRETE RIBBON

GUTTER, TYP

MEMORIAL WALL PLAZA

I.D. SIGN; PROVIDE EXP.

JOINT BETWEEN SIGN

FND. & WALK, TYP.

COLUMBARIUM PLAZA

I.D. SIGN; PROVIDE EXP.

JOINT BETWEEN SIGN

FND. & WALK, TYP.

GRAVEL DRIP STRIP, TYP.

22.02'

(3 EQ

. PANLES, TYP.)

7.00'

TYP.

7.00'

TYP.

12.03'

(2 EQ

PANELS, TYP.)

70.07' TYP.

EJ EJ

EJEJ

PAVEMENT EXPANSION JOINT, TYP.

CONCRETE HAUNCH, TYP.

PAVEMENT CONTROL JOINT, TYP.

PERIMETER

CHAIN LINK

FENCE, TYP.

DECORATIVE FENCE

COLUMN AT TRANS.

TO CHAIN LINK

FENCING, TYP.

DT500

CI500

DT500

86.01°'TYP.

36.08'

14.04'

TYP.

R12 .00

R4.0 0'

TYP.

7.00'

TYP.

5.58'

TYP.

12.00'

TYP.

6.00'TYP.

4.00'

TYP.

7.00'

TYP.

7.00'

TYP.

7.00'

TYP.

7.00'

TYP.

7.00'

TYP. 7.00'

TYP.

EJ EJ

EJ EJ EJ EJ

EJEJ EJ

EJ EJ EJ EJ

CI500

CI705

FLOWER WATERING STATION TYPE-2, TYP.1CI502

CI500

LP7

LP8

LP2

LP4

LP6

LP1

LP3

LP5

CI740

CONCRETE HAUNCH, TYP. 3

CI500

ALL 4 CO

LUM

NS 1-50

0 W

ALL 5 CO

LUM

NS 1-50

ALL 6 CO

LUM

NS 1-50

WALL 1

COLUMNS 1-15

WALL 1

COLUMNS 16-30

6,7,8

CI745

.0 0'

DT500

LIGHT-DUTY CONCRETE

PAVEMENT, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

.99

R187.90' R1

.0 0'

2.19°'

TYP.

2.19°'

TYP.

7.00'

TYP.

7.00'

TYP.

94.00°'TYP.

.00

94.00°'TYP.

.00

CI720

CI700

DECORATIVE METAL

FENCE W/ CONCRETE

MOW STRIP, TYP.

PROPERTY LINE, TYP.

6,7,8

CI745

LP9

EDGE OF EXISTING

TELECOMMUNICATIONS

EASEMENT, TYP.

CENTER POINT

COLUMBARIUM

LAYOUT, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

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J-2

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1.D

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

COLUMBARIUM AND MEMORIAL

WALL LAYOUT ENLARGEMENT

86425 1010 0

Scale: 1" = 10'

LEGEND

LIGHT-DUTY CONCRETE PAVEMENT

ASPHALT PAVEMENT

PROPERTY LINE

20' BURIAL SETBACK

NEW DECORATIVE METAL FENCE

ARCHAEOLOGICALLY SENSITIVE AREA

CS401

HEAVY-DUTY CONCRETE PAVEMENT

ROADWAY CENTER LINE

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE CS101 SITE AND UTILITY PLAN AREA 1 FOR ROAD LAYOUT.

3. SEE LANDSCAPE, SITE FURNISHINGS AND PERIMETER FENCE PLANS LP100 & LP101

FOR BENCH, FLOWER WATERING STATION AND PERIMETER FENCE LAYOUT.

4. SEE CI100 FOR SIGNAGE LAYOUT.

5. DIMENSIONS ARE MEASURED FROM EDGE OF PAVEMENT OR FACE OF FOUNDATION

UNLESS OTHERWISE NOTED.

6. ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.

DIMENSIONS ARE PARALLEL OR PERPENDICULAR FROM THE LAYOUT LINE.

7. SEE DETAIL 1 ON CI701 FOR TYPICAL COLUMBARIUM WALL INSTALLATION.

NEW CHAIN LINK PERIMETER FENCE

PAVEMENT CONTROL JOINT

PAVEMENT EXPANSION JOINT

PAVEMENT HAUNCH

LAYOUT BASE LINE

WALL LAYOUT POINT

LP1

MATCH LINE

SEE INSET THIS SHEET

MATCH LINE

SEE INSET THIS SHEET

SEE MAIN PLAN

MATCH LINE

SEE MAIN PLAN

MATCH LINE

1" = 10'

LAYOUT PLAN INSET1 52 100

LAYOUT POINT TABLE

LAYOUT LINE TABLE

2.4%

LIGHT-DUTY CONCRETE

PAVEMENT, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

BURIAL SECTION

MARKER, TYP.

INGROUND CREMAIN BURIAL

PLOT, TYP. (4' x 4')

CI7401

CI740

6,7,8

CI745

CAMP BUTLER ROAD

R-O-W LINE, TYP.

DECORATIVE METAL FENCE W/

CONCRETE MOW STRIP, TYP.

CI740

LP11

LP10

CI500

GATE IN OPEN

POSITION, TYP.

MANUAL DOUBLE-SWING

DECORATIVE METAL GATE , TYP.

CI745

GATE RECEIVING POST, TYP.

LP12 LP13

ENTRY WALL FRONT ELEVATION

CAMP BUTLER ROAD

ENTRY WALL REAR ELEVATION

EXISTING OVERHEAD

ELECTRIC, TYP.

ASPHALT PAVEMENT,

TYP.

DT500

LP14 LP15

4,5

CI745

DT500

CONTROL JOINT, TYP.4

CI500

CONCRETE APRON,

TYP.

DT500

CONCRETE MOW

STRIP, TYP.

SIM. 8

CI745

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

ENTRY GATE LAYOUT

ENLARGEMENT

CS402

LEGEND

LIGHT-DUTY CONCRETE PAVEMENT

ASPHALT PAVEMENT

PROPERTY LINE

20' BURIAL SETBACK

NEW DECORATIVE METAL FENCE

ARCHAEOLOGICALLY SENSITIVE AREA

ROADWAY CENTER LINE

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE CS101 SITE AND UTILITY PLAN AREA 1 FOR ROAD LAYOUT.

3. SEE LANDSCAPE, SITE FURNISHINGS AND PERIMETER FENCE PLANS LP100 & LP101

FOR BENCH, FLOWER WATERING STATION AND PERIMETER FENCE LAYOUT.

4. SEE CI100 FOR SIGNAGE LAYOUT.

5. DIMENSIONS ARE MEASURED FROM EDGE OF PAVEMENT OR FACE OF FOUNDATION

UNLESS OTHERWISE NOTED.

6. ALL LINES A PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.

DIMENSIONS ARE PARALLEL OR PERPENDICULAR FROM THE LAYOUT LINE.

PAVEMENT CONTROL JOINT

PAVEMENT EXPANSION JOINTEJ

LAYOUT BASE LINE

WALL LAYOUT POINT

LP1

43212.5 55 0

Scale: 1" = 5'

LAYOUT POINT TABLE

LAYOUT LINE TABLE

NOTE: GATE RECEIVING POST LAYOUT POINTS (LP14 & LP15) ARE APPROXIMATE.

ACTUAL LOCATIONS TO BE VERIFIED IN THE FIELD BASED UPON ACTUAL GATE

SWING AND GATE UPRIGHT LOCATION IN THE OPEN POSITION.

CONCRETE APRON

XXX

X xxxxxxxx

581.08

581.19

581.26

TRANSITION

CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

METAL BENCH, TYP.

TRANSITION CURB, TYP.

ASPHALT PAVEMENT, TYP.

FLOWER WATERING

STATION TYPE-1, TYP.

CONCRETE RIBBON

GUTTER, TYP.

TRANSITION

CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

BURIAL SECTION

MARKER, TYP.

INGROUND CREMAIN BURIAL

PLOT, TYP. (4' x 4')

DECORATIVE METAL FENCE W/

CONCRETE MOW STRIP, TYP.

PROPERTY LINE, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

DOUBLE SIDED

COLUMBARIUM WALL, TYP.

METAL BENCH,

TYP.

GRAVEL MAINTENANCE

ROAD, TYP.

TRANSITION CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

TRANSITION

CURB, TYP.

MOUNTABLE

CONCRETE CURB

AND GUTTER, TYP.

CONCRETE RIBBON

GUTTER, TYP

CONCRETE RIBBON

GUTTER, TYP

MEMORIAL WALL

PLAZA I.D. SIGN

COLUMBARIUM

PLAZA I.D. SIGN

PERIMETER CHAIN

LINK FENCE, TYP.

DECORATIVE FENCE COLUMN;

PROVIDE POSITIVE DRAINAGE

AWAY FROM COLUMNS, TYP.

FLOWER

WATERING

STATION

TYPE-2, TYP.

BOC 580.24BOC 580.15

BOC 579.37

BOC 580.97

BOC 579.82

BOC 580.97

580.99580.99 581.08

580.36580.27

581.09

580.39 580.49

580.46 580.55

579.94579.49

581.09

581.15

CONCRETE

PAVEMENT, TYP

581.05

581.26581.26 581.26

581.26 581.26

PAVEMENT RIDGE LINE (HP),

TYP.; ELEV. 581.30

581.24 581.03

581.15 581.15

BOC 578.98 BOC 579.16

579.14

579.32

DOUBLE SIDED MEMORIAL WALL

581.19

581.05

581.19

581.05

581.52

581.46

581.46 581.52

HP 581.68

581.19

581.46

581.19

581.15 581.08

581.08

581.05 581.12

581.12 581.12

581.46

581.52

HP 581.68 HP 581.68

581.46

581.52

581.19

581.15

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

J-2

0\2

W _C

\20

\32 _8

.0.

.D W

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

COLUMBARIUM AND MEMORIAL

WALL GRADING ENLARGEMENT

86425 1010 0

Scale: 1" = 10'

CG401

LEGEND

CONCRETE PAVEMENT

ASPHALT PAVEMENT

PROPERTY LINE

20' BURIAL SETBACK

NEW DECORATIVE METAL FENCE

ROADWAY CENTER LINE

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE SITE AND UTILITY PLANS CS101 AND CS102 FOR ROADWAY DRAINAGE

STRUCTURES.

3. SEE GRADING AND DRAINAGE PLANS CG101 AND CG102 FOR OVERALL SITE AND

DETAILED ROAD/CURB GRADES.

4. BACK-OF-CURB (BOC) ELEVATIONS PROVIDED ON THIS DRAWING ARE ASSUMED

DESIGN GRADES. CONTRACTOR TO CONFIRM ELEVATIONS AND REPORT

DISCREPANCIES TO THE COR.

5. CONCRETE PAVEMENT SLOPES SHALL NOT EXCEED 5% ALONG THE PATH OF

TRAVEL AND NOT MORE THAN 2% CROSS SLOPE.

PROPOSED SPOT ELEVATION80.25

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

PROPOSED MAJOR CONTOUR LINE

PROPOSED MINOR CONTOUR LINE

SLOPE

580.00

1.73% 1.7 3%

1.5%

2.0%2.0%

1.5% 1.5%

1.5%

580.00

2.7% 2.3%

1.0

581.00

1.7 3%

1.73%

1.73% 1.73%

1.73%

1.73% 1.73%

1.73% 1.7 3%

1.7 3%

1.73% 1.73% 1.73%

1.73%

1.73% 1.73%

XXX

X xxxxxxxx

STSTSTST

ST ST

TRANSITION

CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

METAL BENCH, TYP.

TRANSITION CURB, TYP.

ASPHALT PAVEMENT, TYP.

FLOWER WATERING

STATION TYPE-1, TYP.

CONCRETE RIBBON

GUTTER, TYP.

TRANSITION

CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

BURIAL SECTION

MARKER, TYP.

INGROUND CREMAIN BURIAL

PLOT, TYP. (4' x 4')

DECORATIVE METAL FENCE W/

CONCRETE MOW STRIP, TYP.

PROPERTY LINE, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

DOUBLE SIDED

COLUMBARIUM WALL, TYP.

METAL BENCH,

TYP.

GRAVEL MAINTENANCE

ROAD, TYP.

TRANSITION CURB, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

MOUNTABLE CONCRETE

CURB AND GUTTER, TYP.

TRANSITION

CURB, TYP.

MOUNTABLE

CONCRETE CURB

AND GUTTER, TYP.

CONCRETE RIBBON

GUTTER, TYP

CONCRETE RIBBON

GUTTER, TYP

MEMORIAL WALL

PLAZA I.D. SIGN

COLUMBARIUM

PLAZA I.D. SIGN

PERIMETER CHAIN

LINK FENCE, TYP.

DECORATIVE FENCE COLUMN;

PROVIDE POSITIVE DRAINAGE

AWAY FROM COLUMNS, TYP.

FLOWER

WATERING

STATION

TYPE-2, TYP.

GRAVEL DRIP STRIP

FOUNDATION

UNDER DRAIN

CLEANOUT, TYP.

CONCRETE

PAVEMENT, TYP

AD1

RIM: 581.17

INV: 578.84

AD2

RIM: 581.17

INV IN: 578.59

INV OUT: 578.49

AD3

RIM: 581.17

INV: 578.84

AD4

RIM: 581.17

INV IN: 578.59

INV OUT: 578.49

GRAVEL DRIP STRIP

W/ FOUNDATION

UNDER DRAIN, TYP.

CI703

7,8

CI703

LANDSCAPE AREA

DRAIN, TYP.

AD5

RIM: 580.56

INV: 578.23

AD6

RIM: 580.61

INV: 578.28

CO11

RIM: 580.94

INV: 579.61

CO10

RIM: 580.94

INV: 579.61

CO9

RIM: 580.32

INV: 577.99

CO7

RIM:580.51

INV: 578.18

CO8

RIM: 581.05

INV: 577.83

CO1

RIM: 581.05

INV: 579.72

CO2

RIM: 581.05

INV: 579.72

CO3

RIM: 581.05

INV: 579.72

CO5

RIM: 581.05

INV: 579.72

CO4

RIM: 581.05

INV: 579.72

CO6

RIM: 581.05

INV: 579.72

CI504

FUTURE UNDER DRAIN

CONNECTION AT PHASE 2

WALL, TYP.

FUTURE UNDER DRAIN

CONNECTION AT PHASE 2

WALL, TYP.

34 LF 6" HDPE@ 0.50%

76 LF 6" HDPE

@ 0.50%

INV: 578.02

INV: 577.98

INV: 577.89

INV: 577.10

INV: 577.82

INV: 577.80

INV: 577.82

INV: 577.83

INV: 579.60

INV: 579.58

INV: 578.05

36 LF 4" HDPE

@ 0.50%

20 LF 4" HDPE@ 1.20%

6" HDPE PIPE, MIN. 0.50% SLOPE;

SEE SITE UTILITY PLANS FOR PIPE

CONNECTIONS TO MANHOLE, TYP.

INV: 579.72

55 LF 4" HDPE @

50 LF 4" HDPE

0.50%

55 LF 4" HDPE @

F 4"

20 LF 4" HDPE

@ 0%

20 LF 4" HDPE

@ 0%

INV: 575.23

6" HDPE PIPE, MIN. 0.50% SLOPE;

SEE SITE UTILITY PLANS FOR PIPE

CONNECTION TO MAINLINE, TYP.

GRAVEL DRIP STRIP

FOUNDATION

UNDER DRAIN

CLEANOUT, TYP.

SIM. 8

CI703

CI721

GRAVEL DRIP STRIP

W/ FOUNDATION

UNDER DRAIN, TYP.

CI721

DOUBLE SIDED MEMORIAL WALL

STORM CLEANOUT

IN LANDSCAPE, TYP.

CI504

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

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\32 _8

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

COLUMBARIUM AND MEMORIAL

WALL DRAINAGE ENLARGEMENT

86425 1010 0

Scale: 1" = 10'

CG402

LEGEND

PROPERTY LINE

20' BURIAL SETBACK

NEW DECORATIVE METAL FENCE

ROADWAY CENTER LINE

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE SITE AND UTILITY PLANS CS101 AND CS102 FOR ROADWAY DRAINAGE

STRUCTURES.

3. SEE GRADING AND DRAINAGE PLANS CG101 AND CG102 FOR OVERALL SITE AND

DETAILED ROAD/CURB GRADES.

4. DRAINAGE PIPES (OTHER THAN FOUNDATION DRAINS) ARE TO BE SET WITH A

MINIMUM 0.5% PITCH.

5. PROVIDE LONG SWEEPS AT ALL DRAINAGE PIPE CONNECTIONS. 90° ELBOWS WILL

NOT BE ACCEPTED.

6. DRAINAGE PIPES UNDER PAVEMENT ARE TO BE SOLID.

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

PROPOSED MAJOR CONTOUR LINE

PROPOSED MINOR CONTOUR LINE

FLOW DIRECTION

580.00

PERFORATED HPDE UNDER DRAIN

SOLID HDPE UNDER DRAIN COLLECTION PIPE

AREA DRAIN

CLEANOUTCO1

AD1

00 580.00

581.00

CLEANOUT POINT TABLE

AREA DRAIN POINT TABLE

7,8

CI703

CI504

LIGHT-DUTY CONCRETE

PAVEMENT, TYP.

BURIAL SECTION

MARKER, TYP.

INGROUND CREMAIN BURIAL

PLOT, TYP. (4' x 4')

R-O-W LINE, TYP.

DECORATIVE METAL FENCE W/

CONCRETE MOW STRIP, TYP.

GATE IN OPEN POSITION, TYP.

MANUAL DOUBLE-SWING

DECORATIVE METAL GATE , TYP.

GATE RECEIVING POST, TYP. BOC 574.59

CAMP BUTLER ROAD

BOC 574.72

BOC 574.48

BOC 574.50

@ GATE ℄

574.51

574.53 574.53

574.49 574.49

BOC 574.59

BOC 574.72

BOC 574.45

BOC 574.50

@ GATE ℄

574.50

574.52 574.52

574.46 574.46

ASPHALT PAVING, TYP.

CONCRETE DRIVE APRON, TYP.

BOC 574.50 BOC 574.49

4:1 SLOPE

MAX.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

J-2

0\2

W _C

\20

\34 _8

.0.

3.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

ENTRY GATE GRADING

ENLARGEMENT

CG403

43212.5 55 0

LEGEND

LIGHT-DUTY CONCRETE PAVEMENT

ASPHALT PAVEMENT

PROPERTY LINE

20' BURIAL SETBACK

NEW DECORATIVE METAL FENCE

ROADWAY CENTER LINE

NOTES

PROPOSED SPOT ELEVATION80.25

Scale: 1" = 5'

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

PROPOSED MAJOR CONTOUR LINE

PROPOSED MINOR CONTOUR LINE

SLOPE

580.00

1. SEE GI002 FOR GENERAL NOTES.

2. SEE SITE AND UTILITY PLANS CS101 AND CS102 FOR ROADWAY DRAINAGE

STRUCTURES.

3. SEE GRADING AND DRAINAGE PLANS CG101 AND CG102 FOR OVERALL SITE AND

DETAILED ROAD/CURB GRADES.

4. BACK-OF-CURB (BOC) ELEVATIONS PROVIDED ON THIS DRAWING ARE ASSUMED

DESIGN GRADES. CONTRACTOR TO CONFIRM ELEVATIONS AND REPORT

DISCREPANCIES TO THE COR.

5. CONCRETE PAVEMENT SLOPES SHALL NOT EXCEED 5% ALONG THE PATH OF

TRAVEL AND NOT MORE THAN 2% CROSS SLOPE.

1.5%

1.0%1.0%

R-O-W LINE

578.00

6.0

5.0

4.0

2.0

575.00

574.00

573.00

572.0057 3.0

577.00

581.00

CONCRETE APRON

1.0% 1.0%

ADJACENT FINISHED GRADE 1/2"

BELOW WALK ELEVATION - SEE

PLAN FOR MATERIAL

6"X6" W1.4/1.4 WWM CENTERED IN SLAB,

USE ONLY SHEETS, NOT ROLLS, PLACE

MESH ON CHAIRS

COMPACTED SUBGRADE, TYP.

TOOLED CONTROL JOINT; SEE 4/CI500

3/8" WIDE EXPANSION JOINT WITH PREMOLDED

ASHPALTIC JOINT FILLER & SEALANT, 3/8"

TOOLED RADIUS AT SLAB EDGES; SEE 4/CI500

4000 PSI FIBER-REINFORCED CEMENT

CONCRETE PAVEMENT, BROOM FINISH TO

REMOVE TOOL MARKS

3/8" TOOLED RADIUS AT ALL EXPOSED

EDGES

CRUSHED AGGREGATE BASE, TYP.;

MATERIAL TO BE IN ACCORDANCE W/

IDOT STANDARD SPECS FOR ROAD AND

BRIDGE CONSTRUCTION SECTION 351 &

COMPACTED TO 95% MODIFIED

PROCTOR OR 98% STANDARD PROCTOR

6" 6"

VARIES (SEE PLAN)

3" MIN.

LIGHT-DUTY CONC

FILTER FABRIC, TYP.

ADJACENT FINISHED GRADE 1/2"

BELOW WALK ELEVATION - SEE

PLAN FOR MATERIAL

TOOLED CONTROL JOINT; SEE 4/CI500

3/8" WIDE EXPANSION JOINT WITH PREMOLDED

ASHPALTIC JOINT FILLER & SEALANT, 3/8"

TOOLED RADIUS AT SLAB EDGES; SEE 4/CI500

4000 PSI FIBER-REINFORCED CEMENT

CONCRETE PAVEMENT, BROOM FINISH TO

REMOVE TOOL MARKS

8" 6"

VARIES (SEE PLAN)

3" MIN.

HEAVY-DUTY CONC

6"X6" W1.4/1.4 WWM CENTERED IN SLAB, USE

ONLY SHEETS, NOT ROLLS, PLACE MESH ON

CHAIRS

COMPACTED SUBGRADE, TYP.

3/8" TOOLED RADIUS AT ALL EXPOSED EDGES

CRUSHED AGGREGATE BASE, TYP.; MATERIAL

TO BE IN ACCORDANCE W/ IDOT STANDARD

SPECS FOR ROAD AND BRIDGE CONSTRUCTION

SECTION 351 & COMPACTED TO 95% MODIFIED

PROCTOR OR 98% STANDARD PROCTOR

FILTER FABRIC, TYP.

#4 SLIP DOWELS @ 18" O.C. X 18"

LONG, GREASED AND CAP ONE END

OR USE SPEED DOWEL, TYP.

3" CLEAR MIN.

(3) #5 CONTINUOUS BARS

#3 @ 18" O.C.; EXTEND 24"

FROM EDGE OF WALK

COMPACTED SUBGRADE

CRUSHED AGGREGATE BASE,

TYP.; MATERIAL TO BE IN

ACCORDANCE W/ IDOT

STANDARD SPECS FOR ROAD

AND BRIDGE CONSTRUCTION

SECTION 351 & COMPACTED

TO 95% MODIFIED PROCTOR

OR 98% STANDARD PROCTOR

4000 PSI FIBER-REINFORCED

CEMENT CONCRETE PAVEMENT,

BROOM FINISH TO REMOVE TOOL

MARKS, TYP.; SEE PLANS FOR

PAVING TYPE LOCATION

6"x6" W1.4 x 1.4WWM

CENTERED IN SLAB

3/8" TOOLED RADIUS AT ALL

EXPOSED EDGES

MIN.

HOLD ADJACENT SURFACE DOWN 1/2",

TYP.;SEE PLANS FOR ADJACENT SURFACE

MATERIAL; PROVIDE A SMOOTH AND FLUSH

TRANSITION WHEN ADJACENT TO

PAVEMENT, CURBS & STRUCTURES

1 2"

FILTER FABRIC, TYP.

TOOLED JOINT W/ 3/8"

RADIUS EDGES AS

SHOWN, TYP.

3/8"

CONTROL JOINT

EXPANSION JOINT

3/8"

EXPANSION JOINTS TO

OCCUR WHERE SHOWN ON

PLANS AND OTHER DETAILS.

PREMOULDED JOINT FILLER

TOOLED JOINT W/ 3/8"

RADIUS EDGES AS

SHOWN, TYP.

JOINT SEAL & BACKER ROD PER SPECS;

INSTALL PER MANUFACTURER'S

INSTALLATION RECOMMENDATIONS

METAL BENCH

(SEE SPECIFICATIONS)

6'-0" OR 8'-0" NOMINAL

SEE PLANS FOR LOCATIONS

BENCH

ANCHOR,

TYP.

BENCH FOOT

LIGHT-DUTY CONCRETE

PAVING, TYP.

3/8" X 3-3/4" LONG S.S.

EXPANSION BOLT WITH

S.S. ACORN TOP NUT AND

PLASTIC WASHER

METAL BENCH, ANCHOR TO

CONCRETE AT ALL CONNECTION

POINTS PROVIDED BY THE

MANUFACTURER

FINISHED GRADE - SEE

PLAN FOR ELEVATION

SIDE VIEW

FRONT VIEW

ENLARGED VIEW

LAYOUT POINT

AT CENTER OF

BENCH, TYP.

LAYOUT POINT AT

BACK OF BENCH, TYP.

FLAT PLASTIC

WASHER, TYP.

BASIS OF DESIGN VICTOR

STANLEY STEELSITES SERIES

MODEL RB-28 IN 6' AND 8' LENGTHS 2'

-4

1' -93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE BASIS OF DESIGN VICTOR STANLEY

IRONSITES SERIES MODEL S42. FLOWER VASE RECEPTACLE

BASIS OF DESIGN VICTOR STANLEY IRONSITES SERIES

MODEL S-424 SPECIAL. SEE SPECIFICATIONS.

SPECIAL HINGED LID W/

FLORAL REGULATIONS

ATTACHED - SEE LID

PLAN VIEW

FLORAL REG.

DECAL

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

SEE

SPECIFICATIONS

1' -7

CI500

PROVIDE CUSTOM FIT LINER

BASE SUPPORTS ARE MADE

3/4" ANCHOR BOLT HOLE

PROVIDE MIN. 3" EMBEDMENT IN CONC.; BANDS ARE ROLLED

OF 3/8" X 3" SOLID STEEL BARS

FROM 1/4" X 2" SOLID STEEL BARS

FULLY WELDED JOINTS THROUGHOUT

3/8" DIA. S.S. ANCHOR BOLT;

FINISHED GRADE

CONCRETE SLAB

MOUNTING/BASE DETAIL

SECURE W/ S.S. FLAT WASHER AND S.S.

ALL FINISHED RECEPTACLE/LID COMPONENTS SHALL BE STEEL SHOT

BLASTED, ETCHED, PHOSPHATIZED, PREHEATED AND ELECTROSTATICALLY

POWDERCOATED WITH TGIC POLYESTER POWDER COATING

TRASH RECEPTACLE

PERSPECTIVE

ELASTIC STOP NUT.

CONTINUOUS 2-1/2"

STEEL BAND AROUND

RECEPTACLES, W/

"TRASH" OR "FLOWER

VASES" DECALS

APPLIED (CLEAR

DECAL W/ WHITE

LETTERING, REPEAT

TEXT 4 TIMES AROUND

RECEPT.); TYPEFACE

FOR DECALS TO BE

OPTIMA BOLD, UPPER

& LOWER CASE; 2-1/4"

HT. LETTERS

4" 7-

1/ 2"

1'-212"

1/4" TYP.

NOTE: CONTRACTOR TO VERIFY

DIMENSIONS IN THE FIELD TO MATCH

EXISTING COLUMBARIUM INSTALLATION.

SUBMIT SHOP DRAWINGS FOR TEXT

APPROVAL BY THE CONTRACTING

OFFICER REPRESENTATIVE & CEMETERY

DIRECTOR PRIOR TO FABRICATION.

1/8" THICK ALUMINUM SIGN PANEL

W/ 1" RADIUS CORNERS; (COLOR

MP07458 - CAST BRONZE)

W/ CLEAR DECAL W/ WHITE

LETTERING (SUBMIT COLOR

SAMPLES); MATTE FINISH;

LETTERING TO BE OPTIMA BOLD,

UPPER / LOWER CASE, TEXT TO BE

3/16" HT.; MATCH EXISTING

COLUMBARIUM INSTALLATION

FLOWER VASE

RECEPTACLE LID

CLEAR DECALS W/ WHITE

LETTERING (SUBMIT COLOR

SAMPLES); MATTE FINISH;

LETTERING TO BE OPTIMA BOLD,

UPPER / LOWER CASE; TEXT TO BE

1" HT.; MATCH EXISTING

COLUMBARIUM INSTALLATION

Fresh Cut Flowers may be placed on graves any time of the year. They will be removed when they become unsightly or when it becomes necessary to facilitate cemetery operations such as mowing.

Artificial Flowers may be placed on graves only during the period of Oct. 10 to April 15. They will be removed when faded or damaged. Potted plants will only be allowed on graves for a period of 10 days before and 10 days after Easter.

Christmas wreaths, grave pillows and blankets may be placed on graves from Dec. 1 to Jan. 20. They may not be secured to headstones or markers.

Unauthorized Decorations such as tripods/easels, any decoration that obstructs the headstone, permanent plantings, statues, balloons, vigil lights, breakable objects and similar items. The Department of Veterans Affairs does not permit adornments which are considered offensive, inconsistent with the dignity of the cemetery or considered hazardous to cemetery personnel. For example, items incorporating beads or wires may become entangled in mowers or other equipment and cause injury.

Flags are only permitted on graves on Memorial Day.

The cemetery does not keep and decorations once they have been removed from the grave. The cemetery is not responsible for the loss or deterioration of potted plants, vases or flowers.

Floral Regulation

3/32" DIA S.S. HEX-HEAD MACHINE

BOLT W/ S.S. WASHERS AND NUT

TO ATTACH SIGN PANEL TO

RECEPTACLE LID; FIELD DRILL

BOLT HOLES THROUGH

RECEPTACLE LID IN FIELD, TYP.

1/2"

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

J-2

0\2

W _C

\20

\35 _8

.0.

0.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI500

SITE AND FURNISHINGS DETAILS - 1

DLM JDS

1-1/2" = 1'-0"

LIGHT-DUTY PEDESTRIAN PAVING1 8"0 4"2" 1-1/2" = 1'-0"

HEAVY-DUTY PEDESTRIAN PAVING2 8"0 4"2" 1-1/2" = 1'-0"

PAVING HAUNCH3 8"0 4"2" 3" = 1'-0"

PEDESTRIAN PAVING JOINTS4 0 4"1" 2"

1" = 1'-0"

METAL BENCH (LENGTH VARIES)5 1'0 6"3" 1" = 1'-0"

FLOWER WATERING STATION RECEPTACLES6 1'0 6"3" 1" = 1'-0"

FLOWER VASE RECEPTACLE FLORAL REGULATIONS SIGNAGE7 1'0 6"3"

CONTROL

JOINT, TYP.

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION

DETAILS; VALVE BOX

LOCATED AWAY FROM

ADJACENT ROADWAY, TYP.

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

6" THICK REINFORCED 4000

P.S.I. CONC. PAD W/ 3/8"

TOOLED EDGE, TYP; MED.

BROOM FINISH; RUB OUT ALL

SURFACE TOOL MARKS

8'-0"

UNLESS SHOWN OTHERWISE

1'-3"

TYP.

2'-9"

TYP.

8' -0

1' -6

TRASH

RECEPTACLE

#5 BARS, TYP.; CENTERED IN

SLAB W/ 2" MIN. CLEARANCE

TO EDGE OF SLAB

LID WITH FLORAL

REGULATIONS

R1'

ARCHITECTURAL

PRECAST CONC. POST

W/ EXTERIOR WATER

SPIGOT ASSEMBLY;

SPIGOT LOCATED TO

FACE ADJACENT

ROADWAY, TYP.

CONCRETE RIBBON

GUTTER

DT500

CONCRETE

TRANSITION CURB

DT500

10'-0" (TYP.)

MOUNTABLE

CONCRETE GUTTER

CURB, TYP.

DT500

RECEPTACLE COLOR

SHALL MATCH VICTOR

STANLEY COLOR OF

EXISTING RECEPTACLES

(DARK BRONZE), TYP.

TrashFlower Vases

2' -0

3' -0

1'-6"

1' -0

2'-6" DIA.

SUMP PIT

2' -4

1' -4

"DO NOT DRINK"

SIGN; (4) SIDES

1,2

CI504

ARCHITECTURAL PRE-CAST CONC.

POST (7-1/2" SQ.) W/ 1" CHAMFER

AT ALL EXPOSED CORNERS AND

3/8" RECESSED AREA ALL SIDES;

FINISH AND COLOR AS SPECIFIED

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; AASHTO #57 WASHED STONE

COMPACTED TO 95% PROCTOR DENSITY

3/8" WASHED, ROUNDED PEA GRAVEL; 4" DEPTH

GRAVEL PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM; COLOR

TO MATCH EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OF PIPE (SEE CIVIL DRAWINGS FOR

CONNECTION TO DRAINAGE SYSTEM OR

DAYLIGHT)

CI503

FRONT ELEVATION

TYP.

ANCHOR RECEPTACLES W/ S.S. EXPANSION

SHIELDS & BOLTS PER MANUFACTURER'S

SPECIFICATIONS

FINISH GRADE

WATER SPIGOT, SEE

SPECIFICATIONS

TRASH

RECEPTACLE

FLOWER VASE

CONTAINER

STORAGE

RECEPTACLE

CI500 6

CI500

CI502

FRONT ELEVATION

CONCRETE

TRANSITION CURB

CEMETERY ROADWAY

CL CL

PROVIDE CONC. HAUNCH

WHERE PAD MEETS ADJACENT

RIBBON GUTTER, TYP.

REINF. CONC. PVMT.

TYP.

TOPSOIL/LAWN 1"

2'-6" DIA.

SUMP PIT

1' -0

2' -4

1' -4

L (2) 1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3/8" WASHED, ROUNDED PEA GRAVEL; 4" DEPTH

GRAVEL PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM; COLOR

TO MATCH EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OF PIPE (SEE CIVIL DRAWINGS FOR

CONNCECTION TO DRAINAGE SYSTEM

OR DAYLIGHT)

3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST CONC. POST

(7-1/2" SQ.) W/ 1" CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED AREA ALL

SIDES; FINISH AND COLOR AS SPECIFIED

CI502

1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3' -0

6" TY

(1) 1 1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

COMPACTED SUBGRADE

ADA COMPLIANT WATER SPIGOT (SEE SPECS)

SECTION A - A'

PEX TUBING

TO IRRIGATION

VALVE BOX,

TYP.

SUMP PIT WRAPPED WITH NON-WOVEN GEOTEXTILE

FABRIC ON SIDES AND BOTTOM; AASHTO #57 WASHED

STONE COMPACTED TO 95% PROCTOR DENSITY

4,000 PSI CONC. FOOTING, 18" Ø, SLOPE

TOP OF FOOTING TO DRAIN, TYP.

LAYOUT POINT, TYP.

CI500

CI502

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

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\35 _8

.0.

0.D

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

CI501

SITE AND FURNISHINGS DETAILS - 2

1" = 1'-0"

FLOWER WATERING STATION TYPE 1 (BURIAL SECTION)1 1'0 6"3"

TrashFlower Vases

2' -0

3' -0

1'-6"

1' -0

2'-6" DIA.

SUMP PIT

2' -4

1' -4

"DO NOT DRINK"

SIGN; (4) SIDES

ARCHITECTURAL PRE-CAST CONC.

POST (7-1/2" SQ.) W/ 1" CHAMFER

AT ALL EXPOSED CORNERS AND

3/8" RECESSED AREA ALL SIDES;

FINISH AND COLOR AS SPECIFIED

2' 5"

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; AASHTO #57 WASHED STONE

COMPACTED TO 95% PROCTOR DENSITY

3/8" WASHED, ROUNDED PEA GRAVEL; 4" DEPTH

GRAVEL PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM; COLOR

TO MATCH EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OF PIPE (SEE CIVIL DRAWINGS FOR

CONNECTION TO DRAINAGE SYSTEM OR

DAYLIGHT)

FRONT ELEVATION

5" 6"

4" TYP.

ANCHOR RECEPTACLES W/ S.S.

EXPANSION SHIELDS & BOLTS PER

MANUFACTURER'S SPECIFICATIONS

FINISH GRADE

WATER SPIGOT, SEE

SPECIFICATIONS

TRASH

RECEPTACLE

FLOWER VASE

CONTAINER

STORAGE

RECEPTACLE

CL CL

4,000 PSI CONC. FOOTING, 18" Ø, SLOPE

TOP OF FOOTING TO DRAIN, TYP.

FLOWER VASE

CONTAINER

STORAGE

RECEPTACLE

LID WITH FLORAL

REGULATIONS

CONTROL

JOINT, TYP.

6" THICK REINFORCED 4000

P.S.I. CONC. PAD W/ 3/8"

TOOLED EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

TRASH

RECEPTACLE

#5 BARS, TYP.; CENTERED IN

SLAB W/ 2" MIN. CLEARANCE

TO EDGE OF SLAB

R1'

ARCHITECTURAL PRECAST

CONC. POST W/ EXTERIOR

WATER SPIGOT ASSEMBLY;

SPIGOT LOCATED TO FACE

ADJACENT ROADWAY, TYP.

RECEPTACLE COLOR

SHALL MATCH VICTOR

STANLEY COLOR OF

EXISTING RECEPTACLES

(DARK BRONZE), TYP.

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION

DETAILS; VALVE BOX

LOCATED IN ADJACENT

LANDSCAPE AREA, TYP.

7'-958" (V.I.F.)

1'-5"

TYP.

2'-534"

TYP.

4' -0

1' -5

9 16

COLUMBARIUM SIDEWALK

REINF. CONC. SLAB

LIGHT-DUTY PEDESTRIAN

PAVING, TYP. 1"

2'-6" DIA.

SUMP PIT

1' -0

2' -4

1' -4

(2) 1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3/8" WASHED, ROUNDED PEA GRAVEL; 4" DEPTH

GRAVEL PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM; COLOR

TO MATCH EXISTING COLUMBARIUM; AGGREGATE

1/2" MAX. BELOW FINISHED GRADE, TYP.

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OF PIPE (SEE CIVIL DRAWINGS FOR

CONNCECTION TO DRAINAGE SYSTEM

OR DAYLIGHT)

3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST CONC. POST

(7-1/2" SQ.) W/ 1" CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED AREA ALL

SIDES; FINISH AND COLOR AS SPECIFIED

CI502

1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3' -0

6" TY

(1) 1 1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

COMPACTED SUBGRADE

ADA COMPLIANT WATER SPIGOT (SEE SPECS)

SECTION A - A'

PEX TUBING TO IRRIGATION

VALVE BOX, TYP.

SUMP PIT WRAPPED WITH NON-WOVEN GEOTEXTILE

FABRIC ON SIDES AND BOTTOM; AASHTO #57 WASHED

STONE COMPACTED TO 95% PROCTOR DENSITY

HEAVY-DUTY PEDESTRIAN

PAVING, TYP.

FRONT ELEVATION

LAYOUT POINT, TYP.

1,2

CI504

CI503

CI500 6

CI500

CI502

CI500

CI502

8" 1

8" 8" 5

8" 1"1"

3/ 8"

S, T

71 2"

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT, 3/8" RECESS

HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

16"

3/8" RECESS

(BELOW);

ALL SIDES; SEE

ELEVATIONS

ARCHITECTURAL

PRE-CAST POST; LIGHT

SANDBLAST FINISH

6' LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

SECTION

PLAN VIEW

TOP ELEVATION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS; SEE

CI501 & CI502 FOR

ROUTING, TYP.

OF PIPE

4" 33

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

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\35 _8

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0.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI502

SITE AND FURNISHINGS DETAILS - 3

DLM JDS

1" = 1'-0"

FLOWER WATERING STATION TYPE 2 (COLUMBARIUM)1 1'0 6"3" 6" = 1'-0"

ARCHITECTURAL PRECAST WATER SPIGOT POST2 2"0 1"

WATER SPIGOT ASSEMBLY

ENLARGED SECTION A-A'

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST POST

1 12" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

2-1/2" X 4" X 3/16" THICK FACE PLATE;

FINISH TO MATCH WATER SPIGOT

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN

HEAD SCREW & S.S. PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS TO

MATCH PANEL, TYP.

1" TY

TYP.

OF ELBOW SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE AND 1/2" NPT

INLET; SMOOTH BRASS FINISH; SEE

SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO

TIGHTLY SECURE BRASS FACEPLATE TO

THE SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT

FEMALE ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

1 12" SCH40 PVC DWV 90 DEGREE ELBOW

CAST INTO ARCHITECTURAL PRE-CAST

CONC. POST

3/8" PEX TUBING

1 12" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

3/8" RECESS CAST INTO POST

CI502

NOTE:

SPIGOT, WHEN FULLY OPENED SHALL DELIVER A

FLOW OF BETWEEN 0.5 GPM AND 1.5 GPM. THIS

PERFORMANCE CRITERIA SHALL SUPERSEDE

ALL OTHER REQUIREMENTS AND CONTRACTOR

SHALL PROVIDE AND/OR MODIFY THE

EQUIPMENT INDICATED OR DESCRIBED AS

REQUIRED TO ACHIEVE THIS PERFORMANCE

DURING THE FINAL ACCEPTANCE TESTING, AT

NO ADDITIONAL COST TO THE OWNER.

COMPLETE DETAILS OF THE CONTRACTOR'S

MEANS AND METHODS FOR ACHIEVING THIS

RESULT SHALL BE PROVIDED AS PART OF THE

REQUIRED SUBMITTAL MATERIALS FOR THIS

WORK.

WATER SPIGOT ASSEMBLY

ENLARGED SECTION B-B'

71 2"

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH FINISH;

SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" FNPT

PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

1 12" SCH40 PVC PIPE CAST

INTO ARCHITECTURAL

PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

1 12" SCH40 PVC DWV 90 DEGREE

ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

2-1/2" X 4" X 3/16" THICK

BRASS FACE PLATE WITH

SMOOTH EASED EDGES;

FINISH TO MATCH WATER

SPIGOT

3/8" PEX TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE POST

1" M

4" 33

TYP.

3 8"

1" TY

TYP.

4" 21

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS

NEEDED TO TIGHTLY SECURE

BRASS FACEPLATE TO THE

SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

1 12" SCH40 PVC PIPE RUN INTO

VALVE BOX; SEE CI501 & CI502

FOR ROUTING, TYP.

CI502

1 12" SCH40 PVC PIPE RUN INTO

VALVE BOX; SEE CI501 & CI502

FOR ROUTING, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

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\35 _8

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI503

SITE AND FURNISHINGS DETAILS - 4

DLM JDS

1'-0" = 1'-0"

FLOWER WATERING STATION SPIGOT ENLARGEMENTS1 0 1"

SIGN PANEL ON BACK OF POST

TO BE MOUNTED WITH EPOXY.

APPLY EPOXY MINIMALLY IN (2)

LOCATIONS IN AMOUNT

ADEQUATE FOR PERMANENT

ADHESION. SEE DETAIL 1 THIS

PAGE

3/ 8"

S, T

71 2"

1/8"

TYP.

ALUMINUM SIGN

PANEL (ALL SIDES)

1/4"Ø X 1-1/2" BRASS

TAMPER PROOF PAN HEAD

SCREW & FIELD DRILLED

BRASS CONCRETE

INSERT; COLOR OF

SCREW HEADS TO MATCH

PANEL, TYP.

ARCHITECTURAL

PRE-CAST POST

SECTION

WATER SPIGOT ABOVE

CAST-IN-PLACE PVC

CONDUIT TO ACCEPT

PLUMBING CONNECTIONS

33 4"

CI502

5/16"Ø HOLES TO

RECEIVE 1/4"Ø X 1-1/2" SS

TAMPER-PROOF

SCREWS WITH

EXPANSION

SHIELDSSCREWS,

COLOR OF SCREWS TO

MATCH PANEL, TYP.

1' -33 4"

1 2"

R1 78 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

WHITE

RED

WHITE

EPOXY APPLICATION,

TYP. (BACK OF POST

ONLY)

11 4" 3"

3 4" 3 4"

OPTIMA BOLD

FONT; UPPER

CASE

FRAME AND HINGED

PEDESTRIAN GRATE FLUSH

WITH FINISH GRADE.

BASIS OF DESIGN

MANUFACTURER: NYLOPLAST

MODEL: 12 99 CG PL W/ LOCKING

DEVICE

LOAD RATING: H-10

MATERIAL: CAST IRON

FINISH: (MANUFACTURER'S)

BLACK PAINTFINISH

GRADE

12" PVC INLET

DRAIN

STRUCTURE

BASIS OF

DESIGN

MANUFACTURER:

NYLOPLAST

MODEL: 2812AG

O.D. 1'-012"

6" M

CRUSHED STONE

COMPACTED

SUBGRADE

2' -0

" M

FRAME AND

GRATE

PLAN

LANDSCAPE

ISLAND

FRAME PLAN

1' -1

9 16

1'-138"

39 16

113 16

SECTION

1 4" M

HINGED GRATE

4" SOLID PVC 90° LONG

SWEEP TO 4" PVC RISER

W/ FLUSH MOUNTED

CLEANOUT PLUG NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING AND

DRAINAGE PLANS

CAST IRON CLEANOUT FRAME & COVER WITH

RECESSED CLEANOUT

COMPACTED SUBGRADE, TYP.

4" DEPTH APPROVED

TOPSOIL

CAST IRON CLEANOUT FRAME & COVER, FLUSH

WITH FINISHED GRADE

RECESSED 4" PVC CLEANOUT WITH PLUG

SAND CUSHION

6" PVC ENCASEMENT PIPE

CAST IN PLACE CONCRETE COLLAR

4" PVC RISER

4" M

3" M

1" M

2' C

R M

SOLID HDPE UNDERDRAIN

COLLECTION PIPE, TYP.

GASKETED PVC FITTING

MANUFACTURED SPECIFICALLY

FOR CONVERTING FROM

CORRUGATED HDPE TO PVC.

NYLOPLAST FITTING OR

APPROVED EQUAL.

MIN.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

J-2

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W _C

\20

\35 _8

.0.

0.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI504

SITE AND FURNISHINGS DETAILS - 5

DLM JDS

6" = 1'-0"

'DO NOT DRINK' SIGN ATTACHMENT2 2"0 1"6" = 1'-0"

'DO NOT DRINK' SIGN PANEL1 2"0 1" 1/2" = 1'-0"

LANDSCAPE AREA DRAIN (INLINE CONDITION SHOWN)3 0 1' 2'6" 1/2" = 1'-0"

STORM CLEANOUT IN THE LANDSCAPE4 0 1' 2'6"

1 10 20 30 40 50

CI700

50'-934" (INCLUDES (2) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (50 NICHE COLUMNS)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

4" M

8- 1/

2" M

CAST METAL ROW I.D.

LETTER MOUNTED STONE

FILLER STRIP, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP, TYP.

CAST METAL COLUMN I.D.

NUMBER MOUNTED TO

STONE CAP, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE FILLER

STRIP, TYP.

GOV'T PROVIDED CONTRACTOR

INSTALLED MARBLE NICHE

COVERS; CONTRACTOR TO

PROVIDE INSTALLATION

HARDWARE, TYP.

FINISH GRADE, TYP.

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

2'-912"

PIER FND.,

TYP.

2'-912"

PIER FND.,

TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE BASE

STONE, TYP.

SIM. 3

CI700

BA C B B D D D D D D B CE B

A BAC

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

50'-9" FACE OF FOUNDATION TO FACE OF FOUNDATION (+/-1/4" TOLERANCE)

PROVIDE A SACK-RUB FINISH TO 6" BELOW GRADE

AT ALL EXPOSED CONCRETE FOUNDATIONS, TYP.

3/8" WALL EXPANSION JOINT, TYP.;

SEE STRUCTURAL DRAWINGS

E B

SMOOTH FINISH

SELECT BUFF

LIMESTONE CAP, TYP.

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

1' -63 8"

(7 R

O W

S) 1'

-63 8" (7

R O

W S)

FINISH GRADE,

TYP.

1'-8" 1158" 1'-8"

3/8" SEALANT AND BACKER

ROD JOINT AROUND

STONE PANEL; COLOR TO

MATCH MORTAR, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE

COLUMBARIUM I.D. PANEL

W/ 4" HT CAST METAL

COURT I.D. AND 8" HT CAST

BRONZE WALL I.D.

NUMBER, TYP.

3' -85 8"

S) 91 2"

) 4'-10"

7' -73 4"

3 8" J

16"

TYP.

3/8" SEALANT AND

BACKER ROD JOINT,

TYP.

4'-8"

(+/- 1/8" TOLERANCE)

SMOOTH FINISH SELECT

BUFF LIMESTONE BASE

STONE, TYP.

B C

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

2'-4" TYP. 2'-4" TYP.

51 60 70 80 90 100

SIM. 3

CI700

50'-934" (INCLUDES (2) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (50 NICHE COLUMNS)

10 NICHE UNIT

(CLOSED/CLOSED)

50'-9" FACE OF FOUNDATION TO FACE OF FOUNDATION (+/-1/4" TOLERANCE)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

10 NICHE UNIT

(CLOSED/CLOSED)

4" M

8- 1/

2" M

CAST METAL ROW I.D.

LETTER MOUNTED STONE

FILLER STRIP, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP, TYP.

CAST METAL COLUMN I.D.

NUMBER MOUNTED TO

STONE CAP, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE FILLER

STRIP, TYP.

GOV'T PROVIDED CONTRACTOR

INSTALLED MARBLE NICHE

COVERS; CONTRACTOR TO

PROVIDE INSTALLATION

HARDWARE, TYP.

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

2'-912"

PIER FND.,

TYP.

2'-912"

PIER FND.,

TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE BASE

STONE, TYP.

CI700

FINISH GRADE, TYP.A CAB

BA B A

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

C B B D D D D D D B CE

PROVIDE A SACK-RUB FINISH TO 6" BELOW GRADE

AT ALL EXPOSED CONCRETE FOUNDATIONS, TYP.

3/8" WALL EXPANSION JOINT, TYP.;

SEE STRUCTURAL DRAWINGS

E B

DLM JDS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

J-2

0\2

W _C

\20

\40 _8

.0.

0.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI700

COLUMBARIUM ELEVATIONS

1/2" = 1'-0"

TYPICAL SOUTH FACE ELEVATION1 0 1' 2'6" 1/2" = 1'-0"

TYPICAL EAST/WEST FACE ELEVATION3 0 1' 2'6"

DOUBLE SIDED COLUMBARIUM WALL DOUBLE SIDED COLUMBARIUM WALL PIER

1/2" = 1'-0"

TYPICAL NORTH FACE ELEVATION2 0 1' 2'6"

DOUBLE SIDED COLUMBARIUM WALL

KEY NOTES:

COLUMBARIUM CAP TYPE; SEE CAP

DETAILS ON CI704

COLUMBARIUM BASE STONE TYPE;

SEE BASE STONE DETAILS ON CI706

STONE WATERPROOF COATING: ALL

EXPOSED STONE SURFACES TO RECEIVE

WATERPROOF COATING. BASIS OF DESIGN

"LIFETIME PLUS"; SEE SPECIFICATIONS.

1 50℄

NOTE: ALL WALLS SHALL HAVE

COLUMNS NUMBERED FROM

LEFT TO RIGHT, WHEN FACING

THE NICHES.

SMOOTH FINISH SELECT BUFF LIMESTONE

CAP;SEE CAP PLAN

3" HT. CAST METAL I.D. COLUMN

NUMBER; CENTER VERT. ON CAP FACE

AND HORIZ. ON NICHE COVER, TYP. 3/8" JOINT BETWEEN CAPS;

SEE CAP SETTING DETAIL, TYP.

FINISH GRADE, TYP.

7' -0

4" M

81 4" M

TYP.

2'-178"

PIER SHELF

3 8"J

CI702

CI701

3/8" SEALANT AND BACKER ROD JOINT, TYP.

3/8" SEALANT AND BACKER

ROD JOINT, TYP.

CI701

PIER SHELF

2'-912"

PIER FND., TYP.

SMOOTH FINISH

SELECT BUFF

LIMESTONE BASE

STONE, TYP.

4,5

CI705

WEEP VENT;

CENTER ON

FILLER STRIP, TYP.

3" HT. CAST METAL I.D. ROW

LETTER; CENTER VERTICALLY

ON NICHE COVER AND

HORIZONTALLY ON FILLER

STRIP, TYP.

END PIER, TYP; RUNNING

BOND BRICK VENEER W/ 3

MORTAR BED/HEAD JOINTS;

PROVIDE HORIZONTAL JOINT

REINF. 16" MAX.

GOV'T PROVIDED CONTRACTOR

INSTALLED MARBLE NICHE

COVERS; CONTRACTOR TO

PROVIDE INSTALLATION

HARDWARE, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE FILLER

STRIP, TYP.

PRECAST NICHE UNIT

WEEP VENT, TYP.

MIN. AREA TO BE

DEMONSTRATED IN

MOCK-UP, TYP.

TOP OF PIER /

NICHE UNITS: 589.05

TOP OF STEM

WALL.: 582.01

TOP OF

FND.: 581.40

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP,

TYP.

PRE CAST NICHE UNIT, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE COLUMBARIUM I.D.

PANEL; 3/8" SEALANT AND

BACKER ROD JOINT AROUND

STONE PANEL; COLOR TO

MATCH MORTAR, TYP.

AIR CAVITY W/

DRAI…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 28, 2022.