Attachment 6_806CM3028_CBNC_Bid Set_Plans_Part4.pdf

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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 x xx

CI745

6,7,8

CI745

CI740

CI740

LAWN TURF

(SOD), TYP.

ORNAMENTAL

TREE, TYP.

LAWN TURF (SOD), TYP.DECIDUOUS SHADE

TREE, TYP.

PROPERTY LINE, TYP.

DECORATIVE METAL

FENCE, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

NO-MOW NATIVE

GRASS SEEDING, TYP.

FLOWER WATERING

STATION, TYP.

COLUMBARIUM

WALL PLAZA, TYP.

MEMORIAL WALL

PLAZA PLANTING

ENLARGEMENT;

SEE 1/LP500

PERIMETER CHAIN LINK

FENCE, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

NO-MOW NATIVE

GRASS SEEDING, TYP.

PROPOSED TREE

LINE, TYP.

PROPERTY LINE,

TYP.

GRAVEL MAINTENANCE

ACCESS ROAD, TYP.

INGROUND CREMAIN

BURIAL PLOT, TYP.

LAWN TURF (SOD),

TYP.

FLP1

FLP2

FLP3

FLP4

FLP5

FLP6

FLP7

FLP8

FLP9

FLP10

FWS1

FWS2

B1B2

B3

B4

B5

B6

B7

B8

AC

ENTRY WALL

AND GATE, TYP.

AC

AS

AS

QR

CC1

CC

CC

CF

CF

CK

CK

TA

TA

AS

CK 1

TA

CK

AS

AS

QR

EXISTING TELECOMM.

EASEMENT, TYP.

IDOT ROADSIDE

SEED, TYP.

SWING GATE, TYP.

CAMP BUTLER

ROAD R-O-W, TYP.

DECORATIVE

FENCE COLUMN AT

CORNER, TYP.

DECORATIVE FENCE

COLUMN AT TRANSITION

TO CHAIN LINK FENCE, TYP.

BURIAL

SECTION 5

AC

.0

0'

TY

P.

40.00'

TYP.40.00'

TYP.

.0

0'

TY

P.

10.00'

TYP.

.0

0' M

IN

DT501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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\20

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\59 _8

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.0.

LP

0.D

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

LANDSCAPE, SITE FURNISHINGS

AND PERIMETER FENCE PLAN - 1

LEGEND

LP100

DECIDUOUS SHADE TREE

ORNAMENTAL TREE

SHRUB

ORNAMENTAL GRASSES

PROPERTY LINE

NEW CHAIN LINK PERIMETER FENCE

EXISTING EASEMENT LINE

EXISTING TREE LINE

PROPOSED TREE LINE

EXISTING FENCE

HEADSTONE FACE DIRECTION

NO-MOW NATIVE GRASS SEED

LAWN TURF (SOD)

SE

E

LP

M

AT

CH

LI

NE

SE

E

LP

M

AT

CH

LI

NE

NEW DECORATIVE METAL FENCE

FENCE LAYOUT POINTFLP1

BENCH LAYOUT POINTB1

FLOWER WATERING STATION LAYOUT POINTFWS1

EXISTING CONTOUR

PROPOSED CONTOUR

PLANT QUANTITY

PLANT SYMBOL

AC

LP500

TREE FORM

MULTI-STEM

LP500

LP5004

LP500

LP500

NOTES

1. SEE SHEET LP500 FOR PLANTING DETAILS AND SCHEDULE.

2. SEE MEMORIAL WALL PLAZA ORNAMENTAL PLANTING

ENLARGEMENT 1/LP500 FOR ADDITIONAL SHRUB AND

ORNAMENTAL GRASS PLANTINGS.

(PLANT ID)

ARCHAEOLOGICALLY SENSITIVE AREA

EXISTING R-O-W LINE

IDOT ROADSIDE SEED

FENCE LAYOUT POINT TABLE

BENCH LAYOUT POINT TABLE

FLOWER WATERING STATION

LAYOUT POINT TABLE

10 20 3030 0

Scale: 1" = 30'

PR

OP

ER

TY

L

IN

E

NO

RF

OL

K

SO

UT

HE

RN

R

AI

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OA

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XX

X XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

EXISTING TREE

LINE, TYP.

ARCHEOLOGICALLY

SENSITIVE AREA, TYP.

NO-MOW NATIVE

GRASS SEEDING, TYP.

PROPOSED TREE

LINE, TYP.

PROPERTY LINE, TYP.

EXISTING FENCE

LINE, TYP.

GRAVEL MAINTENANCE

ACCESS ROAD, TYP.

STORMWATER

DETENTION BASIN, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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

LANDSCAPE, SITE FURNISHINGS

AND PERIMETER FENCE PLAN - 2

LEGEND

LP101

PROPERTY LINE

EXISTING EASEMENT LINE

EXISTING TREE LINE

PROPOSED TREE LINE

EXISTING FENCE

NO-MOW NATIVE GRASS SEED

M

AT

CH

LI

NE

SE

E

LP

M

AT

CH

LI

NE

LP

EXISTING CONTOUR

PROPOSED CONTOUR

NOTES

1. SEE SHEET LP100 FOR FENCE, BENCH AND FLOWER

WATERING STATION LAYOUT POINT TABLES.

2. SEE SHEET LP500 FOR PLANTING DETAILS AND SCHEDULE.

3. SEE MEMORIAL WALL PLAZA ORNAMENTAL PLANTING

ENLARGEMENT 1/LP500 FOR SHRUB AND ORNAMENTAL

GRASS PLANTINGS.

ARCHAEOLOGICALLY SENSITIVE AREA

10 20 3030 0

Scale: 1" = 30'

PROPOSED STORMWATER BASIN

NOTES:

- REMOVE EXCESS SOIL FROM TOP OF ROOT

BALL PRIOR TO PLANTING TO EXPOSE ROOT

FLARE, AND PLANT ON FIRM BASE WITH ROOT

FLARE 2" ABOVE FINISH GRADE.

- THIN BRANCHES & FOLIAGE AS DIRECTED

WHILE RETAINING NORMAL SHAPE OF TREE.

NEVER CUT A LEADER.

- TREE SHALL BE PLUMB & STRAIGHT.

EQ.

EQ.

2' MIN.

STAKE AND GUY TREE-CONTRACTOR SHALL

PROVIDE METHOD AND MANUFACTURER

SAMPLE TO OWNER'S REPRESENTATIVE FOR

APPROVAL.

NEATLY WRAP ALL DECIDUOUS TRUNKS TO A

HEIGHT OF THE SECOND LOWEST BRANCH

(FALL PLANTING ONLY)

3" DEPTH HARDWOOD MULCH (OR STONE); PULL

MATERIAL AWAY FROM TRUNK.

3" HT. PLANTING MIX SAUCER

AMENDED PLANTING MIX, COMPACTED

ONCE TREE IS SET AND PARTLY BACKFILLED,

REMOVE ALL TWINE, ROPE, BURLAP, AND WIRE

BASKET MATERIAL FROM TOP HALF OF ROOT

BALL. WATER IN BACKFILL TO ELIMINATE VOIDS.

NATIVE SOIL DRAINAGE MOUND, COMPACTED

TO 92% STANDARD PROCTOR

UNDISTURBED SUBGRADE

DOUBLE-SHREDDED

HARDWOOD BARK MULCH, TYP.

JH

CS

DC

CA

AG 12

SH

DOUBLE-SIDED MEMORIAL

WALL, TYP.

METAL BENCH, TYP.

DOUBLE-SHREDDED

HARDWOOD BARK MULCH, TYP.

JH

CS

DC

AG12

SH

MEMORIAL WALL PLAZA I.D.

SIGN, TYP.

LAWN TURF

(SOD), TYP.

LAWN TURF

(SOD), TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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\61 _8

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LP

0.D

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

LP500

LANDSCAPE DETAILS AND

SCHEDULE

DLM JDS

N.T.S.

DECIDUOUS AND ORNAMENTAL TREE PLANTING2

* SF OF SOD AND SEED MIX ARE APPROXIMATIONS; CONTRACTOR IS RESPONSIBLE FOR

CORRECT QUANTITY MEASUREMENTS BASED ON LIMITS OF DISTURBANCE.

PLANT LIST

SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING

DECIDUOUS SHADE TREES

AS 5 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 3" cal. B&B

CK 5 Cladrastis kentukea American Yellowwood 3" cal. B&B

QR 4 Quercus rubra Red Oak 3"cal. B&B

TA 5 Tilia americana 'American Sentry' American Sentry Linden 3" cal. B&B

ORNAMENTAL TREES

AC 6 Amelanchier x. Grandiflora Autumn Brilliance Serviceberry 6' ht. min. B&B, MULTI-STEM

CC 3 Cercis canadensis Eastern Red Bud 2 1/2" cal. B&B, TREE FORM

CF 4 Cornus florida 'Cherokee Princess' Cherokee Princess Flowering Dogwood 2" cal. B&B, TREE FORM, GROWN IN ZONE 5

SHRUBS

CA 4 Clethra alnifolia 'Hummingbird' Hummingbird Summersweet #5 Container

CS 2 Ceanothus americanus New Jersey Tea #3 Container

JH 6 Juniperus horizontalis Creeping Juniper #5 Container

ORNAMENTAL GRASSES

AG 34 Andropogon gerardii 'Red October'Red October Big Bluestem 2 gal. Container, 24" o.c.

DC 28 Deschampsia cespitosa 'Goldtau' Golden Dew Tufted Hair Grass 2 gal. Container, 24" o.c.

SH 24 Sporobolus heterolepsis Prairie Dropseed 2 gal. Container, 24" o.c.

SEED MIXES

84,965

SF* SOD

49% Dakota Tall Fescue 25% Taos Tall Fescue 25% Tombstone Tall Fescue

257,050

SF*

NO-MOW NATIVE SEED

MIX - IDOT Class 4a Low Profile Native Grass Mix

32.7% Annual Ryegrass 32.7% Spring Oats 19.6% Perennial Ryegrass 6.5% Little Bluestem (Andropogon scoparius) 6.5% Side Oats Grama (Bouteloua curtipendula) 1.3% Canada Wild Rye (Elymus canadensis) 0.7% Prairie Dropseed (Sporobolus heterolepsis)

- 153 lbs/acre

4,535

SF*

IDOT Class 2 Roadside Mixture

50% Tall Fescue (Inferno, Tarheel II, Quest, Blade Runner or Falcon IV) 25% Perennial Ryegrass 20% Creeping Red Fescue 5% Red Top

- 200 lbs/acre

3" DEPTH MULCH

2" HT. PLANTING MIX SAUCER

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL6"

MIN.

LIGHTLY TAMPED AMENDED

BACKFILL

SCARIFY SUBSOIL TO MIN. 4" DEPTH

NOTE: SPACE SHRUBS AS

INDICATED ON PLANS

3" 6"

4"

REMOVE WIRE BASKET COMPLETELY.

CUT ROPE SURROUNDING BOTTOM OF

TREE TRUNK AFTER BACK FILLING BUT

BEFORE MULCHING. DO NOT REMOVE

BURLAP.

F.G.

TREE PIT MINIMUM

WIDTH TO BE 2X

WIDTH OF ROOT BALL

PROVIDE REINFORCED RUBBER HOSE TO

ENCASE CABLE AROUND TRUNK.

INSTALL 3 GUYS PER TREE EQUALLY

SPACED AROUND ROOTBALL. ATTACH 1

8"

GALV. STEEL CABLES @ 2

3 HEIGHT OF TREE.

SECURE ALL ENDS OF CABLE W/GALV.

CLAMPS

PLAN VIEW

NOTES:

1. TREE SHALL BEAR SAME RELATIONSHIP TO

FINISH GRADE AS IN THE NURSERY.

2. NEVER CUT A LEADER

3. TREE SHALL BE PLUMB & STRAIGHT

4. SEE SPECS FOR ADDITIONAL INFORMATION.

" M

IN

3" DEPTH MULCH, TYP.

IMPORTED PLANTING

SOIL, TYP.

UNDISTURBED

SUBGRADE, TYP.

NOTE:

SPACE PLANTS AS

INDICATED ON THE PLANT

SCHEDULE USING

TRIANGULAR SPACING.

N.T.S.

SHRUB PLANTING4 N.T.S.

ORNAMENTAL GRASS PLANTING5

LEGEND

MEDIUM SHRUB

ORNAMENTAL GRASSES

AC

43212.5 55 0

Scale: 1" = 5'

1" = 5'

MEMORIAL WALL PLAZA ORNAMENTAL PLANTING ENLARGEMENT1

N.T.S.

MULTI-STEM TREE PLANTING3

PLANT SCHEDULE6

LP500

LP500

24"

TYP.

NATIVE SOIL DRAINAGE MOUND,

COMPACTED TO 92% STANDARD PROCTOR

UNDISTURBED SUBGRADE

3" HT. PLANTING MIX SAUCER

3" DEPTH PINE BARK MULCH; PULL MULCH

AWAY FROM TRUNK.

AMENDED PLANTING MIX, COMPACTED

4" LANDSCAPE UNDER DRAIN LOCATED IN

COLUMBARIUM PLAZA; SEE CG402 FOR

ADDITIONAL INFORMATION

PLANT QUANTITY

PLANT SYMBOL (PLANT ID)

SCARIFY SUBGRADE

TO 4" MIN. DEPTH, TYP.

LI100

GENERAL DESCRIPTION

GENERAL NOTES

LEGEND

Q

.25

F-19

2"

14 14

PC FC

G

F

IRRIGATION NOTES AND LEGEND

FLAG NOTES

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I A T I O

NCID

46102

JO

HN D ONARD

2022/07/25

573 574

NEW GRAVEL ROAD

3"

3" 3"

3"

Q

G

SE

C

TI

O N

V

4"

4"

4"

8" H

DP

E

8"

6"

DI

POINT-OF-CONNECTION

SIZE: 6-INCH

DESIGN FLOW: 600 GPM

AVAILABLE PRESSURE: 47 PSI

REQUIRED PRESSURE: 90 PSI

1.2 5"

EXISTING POTABLE WATER

LINE, APPROXIMATE LOCATION

ST

O R

AG

E

BA

R N

6"

DI

W

Q

EXCAVATE AND EXPOSE EXISTING

TWO WIRE DECODER PATH AND TEE

INTO THE EXISTING USING A FUSED

DECODER PLICE AND INSTALL IN A

STANDARD VALVE BOX. REPAIR

DAMAGED SOD TO MATCH EXISTING,

NEW CONDUIT MAY BE PULLED IN OR

TRENCHED.

2"

1.2 5"

1.2 5"

3" 1.2

5"

6"

2.5

4-

19 -1"

4-

0 -2"

4-

22 -1"

G F

LI101

1" =

30' 0' 15' 30' 60'

30'

SE

E

MA

TC

HL

IN

E

TH

IS

S

HE

ET

SE

E

MA

TC

HL

IN

E

TH

IS

S

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SE

E

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TC

HL

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E

LI1

IRRIGATION PLAN 1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Ir rigat ion Designer

I R R

I G AT I ON A SS OC

I A T I

O

NCID

46102

JO

HN

D ONARD

2022/07/25

LEGEND

Q

.25

F-19

2"

14 14

PC FC

G

F

577578

2.4%

2.4%

NEW GRAVEL ROAD

3"

3"

3"Q Q

Q Q

Q Q

Q

Q 14 14

.25 .25

.25 .25

.25 .25

.25 .25

1"1"

2.5"

2.5" 2"1"

2" 1.5"1.5"

1"1" 1.25"

1" 1"

A-9

2"

3"

3"2.5"

2.5" 2"

2" 1.25"

1.25" 1"

1.25" 1"

1.25" 1"

1"

A-10

2"

14141414

G F

GF

2.5"

2.5"

1"

2"

1"

1.5"

1"

1.25"

1.25"

A-15

2"

3"

2.5"2"

1.5"

1"

1.5"

A-16

2"

1.25" 1"

1"

A-14

1"

A-13

2"

1"

2.5" 3"3"

2.5" 2.5"

2"

1.5"

1.5"

1.25"

A-8

2"

A-18

1"

A-17

2"

1.25" 1"

1"

1"

1"

TYP

G

G

2.5" 1"

1"

1"

141414

2"1"

1"

2.5" 2.5"

1.5"1" 2" 1.5" 1"

A-11

2"

1"

1"

A-19

1"

2.5"

2.5" 2"

1.5"

1" 1"

2.5"

2"

2"

1.5"

1"

1"

A-2

2"

2.5" 1.5" 1.5"

1"

1"

A-3

2"

1.5" 1"

1"

1"

1" A-4

1.5"

2.5" 1"2.5"

2"

1.5"

1.5"

1"

A-6

2"

3"

Q

1" A-5

1"

2.5"

2"

1.5"

1"

A-7

2"

2"

1.5"

1"

A-1

1.5"

2"

1.5"

1.5"

1"

1"

A-12

1.5"

Q

Q

LI102

1" =

30' 0' 15' 30' 60'

30'

SE

E

MA

TC

HL

IN

E

LI1

IRRIGATION PLAN 2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I A T I O

NCID

46102

JO

HN D ONARD

2022/07/25

LEGEND

Q

.25

F-19

2"

14 14

PC FC

G

F

LI501

1 AIR/VACUUM RELIEF VALVE

ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE 2-INCH

ASSEMBLY N.T.S.

3 QUICK COUPLER VALVE

ASSEMBLY N.T.S.

4 DECODER CABLE FUSE

DEVICE N.T.S.

IRRIGATION DETAILS 1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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AM

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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I A T I O

NCID

46102

JO

LI502

1 POP-UP ROTOR

ASSEMBLY N.T.S. 2 POP-UP SPRAY SWING PIPE

ASSEMBLY N.T.S. 3 FLOWER WATERING STATION

ASSEMBLY N.T.S.

4 SPRINKLER

PLACEMENT N.T.S.

IRRIGATION

AISLE BOUNDARY 4-FEET

12"

52"

45"

0.31'

52"

IRRIGATION DETAILS 2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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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AM

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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I A T I O

NCID

46102

JO

HN D ONARD

2022/07/25

TREE

4 BUBBLER

PLACEMENT N.T.S.

LI503

2 PULL BOX

ASSEMBLY N.T.S.

IRRIGATION DETAILS 2

1 2 WIRE REMOTE CONTROL VALVE

ASSEMBLY N.T.S.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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 : O

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OR

DO

N\

CA

MP

BU

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-E

XP

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-C

AM

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JDL CCTJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

Ce rt i f ie d Irrigat ion Designer

I R R

I G AT I O N A S S OC I A T I O

NCID

46102

JO

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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

GCM GCMJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

S-001

STRUCTURAL GENERAL NOTES

& INDEX

DRAWING INDEX

SHEET DESCRIPTION

S-001 STRUCTURAL GENERAL NOTES & INDEX

S-002 COLUMBARIUM FOUNDATION PLAN AND DETAILS

S-003 MEMORIAL WALL FOUNDATION PLAN AND DETAILS

S-004 ENTRY GATE & FENCE COLUMN FOUNDATION PLAN AND DETAILS

4' -8

EQ

U

AL

EQ

U

AL

2'-1 7/8"

2'-9 1/2"

7 5/8"

1'-4"1'-4"

56'-4 3/4"

6' -0

T/GRADE

PER CIVIL

T/PIER

T/FTG

2' -3

/8

1'

-6

1'-4" 3'-4" 1'-4"

6'-0"

3" C

LR

3"

C

LR

3" CLR 3" CLR

2" CLR

TYP

FINISH GRADE

BY OTHERS

DRAIN PIPE

BY OTHERS

(6)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

PRECAST COLUMBARIUM

NICHE BY OTHERS

BY

A

R C

H

CL OF PIER

CL OF FTG

CL OF COLUMBARIUM

CL OF END COLUMN

CL OF COLUMBARIUM

CL OF FTG

3' -0

3'

-0

8" 8"

7" 3'

-6

7"

1'-6" 7 1/16"7 1/2"

5" 3'

-1 0"

5"

13/16"

15/16"

1 5/16"

5" 3'

-0

5"

THIS HATCH

INDICATES FULL

HEIGHT CONCRETE

COLUMN TYP

1' -4

3'

-4

1' -4

EQ

EQ

50'-9"

2'-9 1/2"

OUTLINE OF

FOOTING BELOW

OUTLINE OF PIER

COLUMBARIUM - SECTION A-A

TYPICAL FOUNDATION PLAN AT COLUMBARIUM

COLUMBARIUM - SECTION B-B

COLUMBARIUM - SECTION C-C

COLUMBARIUM - SECTION D-D

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

ROUGHEN

SURFACE

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

GRAVEL STRIP

BY OTHERS

T/GRADE

PER CIVIL

T/FTG

1' -8

1'

-6

1'-1" 3'-10" 1'-1"

6'-0"

3" C

LR

3"

C

LR

3" CLR 3" CLR

2" CLR

TYP

BY

A

R C

H

CL OF PIER

CL OF FTG

CL OF COLUMN

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

T/PIER

T/COLUMN

PER ARCH

PLAN - VIEW

3" 3"3'-0"

3'-6"

1/

2" 1'

-6 "2' -1

/2

" (18)#5 VERTICAL REINF

#4 CLOSED TIES -

(3)@ 1-1/2" OC IN TOP

5 INCHES, @8"OC FULL

HEIGHT IN BETWEEN

DRAIN PIPE

BY OTHERS

(6)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

ROUGHEN

SURFACE

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

CLOSED TIE IN COULMN

AND IN PIER BELOW

COLUMN VERTICAL

REINFORCEMENT

COLUMN CLOSED TIES

REINFORCEMENT

CLOSED TIE IN PIER AND

IN FOOTING BELOW

1/

2"

1/ 2"

1/

2"

1/ 2"

2" CLR

TYP

PLAN-VIEW

1/ 2"

C

LR

TO

T

IE

S

GRAVEL STRIP

BY OTHERS

T/GRADE

PER CIVIL

T/FTG

1' -8

1'

-6

8" 4'-8" 8"

6'-0"

3" C

LR

3"

C

LR

BY

A

R C

H

CL OF PIER

CL OF FTG

CL OF COLUMN

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

1/

2"

1/ 2"

1/

2"

1/ 2"

3" CLR 3" CLR7" 7"3'-6"

FINISH GRADE

BY OTHERS

DRAIN PIPE

BY OTHERS

(6)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

CLOSED TIE IN COULMN

AND IN PIER BELOW

CLOSED TIE IN PIER AND

IN FOOTING BELOW

ROUGHEN

SURFACE

2'-1 1/2"

1' -6

1'

-8

BY

A

R C

H

1'-4"

7 1/16"

1 5/16"

AIR GAP

COLUMBARIUM TO CONCRETE END COLUMN TOP CONNECTION

FOUNDATION PLAN NOTES:

1. CONTRACTOR TO VERIFY AND COORDINATE ALL DIMENSIONS

WITH ARCHITECTURAL DRAWINGS PRIOR TO POURING CONCRETE.

2. CONTRACTOR TO SUBMIT CONCRETE MIX DESIGN FOR APPROVAL

PRIOR TO POURING CONCRETE.

3. CONTRACTOR TO SUBMIT REINFORCEMENT PLACEMENT DRAWINGS

FOR REVIEW AND APPROVAL PRIOR TO POURING CONCRETE.

4. ALL CONCRETE TO HAVE A CONCRETE COMPRESSIVE STRENGTH

OF 4500 PSI MINIMUM AT 28-DAYS.

5. ALL REINFORCING TO BE MINIMUM ASTM A615, GRADE 60

DEFORMED BARS.

COLUMBARIUM TO

CONCRETE END COLUMN

ATTACHMENT PER 6/S-002

1 5/16"

AIR GAP

PRECAST COLUMBARIUM

NICHE BY OTHERS

FULL HEIGHT CONCRETE

END COLUMN EACH END

OF COLUMBARIUM NICHE

NOTE:

FINISHED WELD PLATE INSTALLATION SHALL BE FLUSH

WITH CONCRETE END COLUMN/NICHE UNIT CONCRETE

OR RECESSED TO NOT BE IN CONTACT WITH CAPS, TYP

RECESSED SS 1/4" x4-1/4" x6" WELD PLATE W/(2) 5/8"Ø x4" LONG WHS

IN CONCRETE END COLUMN

RECESSED SS 1/4" x2" x6" WELD PLATE

CAST INTO EACH PRE-CAST

COLUMBARIUM NICHE UNITS

SS 1/4" x3" x12" TOP

WELD PLATE

1/4 TYP

PLAN - VIEW

T/CONCRETE

T/WELD PLATES

CONCRETE

END COLUMN

WELD PLATE ASSEMBLY

PER PLAN VIEW

1 5/16"

AIR GAP

PRECAST COLUMBARIUM

NICHE BY OTHERS

SIDE VIEW

6"

1/

4"

1" 1"

2"

WELD PLATE CAST IN

CONCRETE COLUMN

ROUGHEN

SURFACE

FINISH GRADE

BY OTHERS

PLAN - VIEW

3" 3"3'-0"

3'-6"

1/

2" 1'

-6 "2' -1

/2

" (18)#5 VERTICAL REINF

#4 CLOSED TIES -

(3)@ 1-1/2" OC IN TOP

5 INCHES, @8"OC FULL

HEIGHT IN BETWEEN

1/

2" C

LR

TO

T

IE

S

PLAN-VIEW

T/COLUMN

PER ARCH

COLUMN VERTICAL

REINFORCEMENT

COLUMN CLOSED TIES

REINFORCEMENT

T/PIER

2" CLR

TYP

T/GRADE

PER CIVIL

T/FTG

T/PIER

3/8"

LOCATE 3/8" WALL EXPANSION JOINT ONLY

AT FIRST NICHE UNIT SEPARATION BOTH ENDS

(BETWEEN UNITS 1 & 2 AND BETWEEN 4 & 5)

3'-0"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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

GCM GCMJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

S-002

COLUMBARIUM FOUNDATION PLAN

AND DETAILS

EQ

U

AL

EQ

U

AL

3' -0

3' -0

1' -6

1'

-6

3' -0

6' -0

1'-4"2'-4"15'-5 3/8"2'-4"1'-4"

22'-9 3/8"

T/FTG

1' -9

1'

-6

3" C

LR

3"

C

LR

FINISH GRADE

BY OTHERS

DRAIN PIPE

BY OTHERS

(6)#5 CONTINUOUS TOP

AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

PE

R

A R

C H

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH FACE

TOP, BOTTOM AND INTERMEDIATE

GRAVEL STRIP

BY OTHERS

3" CLR 3" CLR

1'-9" 2'-6" 1'-9"

6'-0"

CL OF PIER

CL OF FTG

CL OF WALL

T/WALL

PER ARCH

7"1'-2"

2' -6

7"

3"

1' -1

0" 7"

7"

1'-10 3/8"

1'-4"

3 3/16"

PRE-CAST WALL

ASSEMBLY

3" CLR 3" CLR

1'-6" 3'-0" 1'-6"

6'-0"

1' -9

1'

-6

3" C

LR

3"

C

LR

PE

R

A R

C H

T/COLUMN

PER ARCH

FINISH GRADE

BY OTHERS

DRAIN PIPE

BY OTHERS

(6)#5 CONTINUOUS TOP

AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

#5@12"OC VERTICALS

EACH FACE W/ STD 6"

HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM AND

INTERMEDIATE

7" 1'-10"

2" CLR

TYP

CLOSED TIE IN COULMN

AND IN PIER BELOW

1/

2"

1/ 2"

1/

2"

1/ 2"

COLUMN VERTICAL

REINFORCEMENT

COLUMN CLOSED TIES

REINFORCEMENT

CL OF PIER

CL OF FTG

CL OF COLUMN

1'-10"

1' -2

(10)#5 VERTICAL REINF

#4 CLOSED TIES -

(3)@ 1-1/2" OC IN TOP

5 INCHES, @8"OC FULL

HEIGHT IN BETWEEN

CLOSED TIE IN PIER AND IN

FOOTING BELOW

PLAN - VIEW

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

3" 1'-4"

4"

ROUGHEN

SURFACE

ROUGHEN

SURFACE

ROUGHEN

SURFACE

ROUGHEN

SURFACE

1'-4"

7"

1'-2"4"

1'-6"

1 3/16"

AIR GAP

1' -2

/8

1' -9

1'

-6

PE

R

A R

C H

1 3/16"

AIR GAP

OUTLINE OF

FOOTING BELOW

OUTLINE OF PIER

/4

OUTLINE OF WIDEST SECTION

OF TAPERRED WALL

OUTLINE OF NARROWEST

SECTION OF WALL BELOW

THIS HATCH

INDICATES FULL

HEIGHT CONCRETE

COLUMN TYP

FOUNDATION PLAN NOTES:

1. CONTRACTOR TO VERIFY AND COORDINATE ALL DIMENSIONS

WITH ARCHITECTURAL DRAWINGS PRIOR TO POURING CONCRETE.

2. CONTRACTOR TO SUBMIT CONCRETE MIX DESIGN FOR APPROVAL

PRIOR TO POURING CONCRETE.

3. CONTRACTOR TO SUBMIT REINFORCEMENT PLACEMENT DRAWINGS

FOR REVIEW AND APPROVAL PRIOR TO POURING CONCRETE.

4. ALL CONCRETE TO HAVE A CONCRETE COMPRESSIVE STRENGTH

OF 4500 PSI MINIMUM AT 28-DAYS.

5. ALL REINFORCING TO BE MINIMUM ASTM A615, GRADE 60

DEFORMED BARS.

2"

CLR TYP 2"

CLR TYP

PLAN-VIEW

MEMORIAL WALL - SECTION A-A

TYPICAL FOUNDATION PLAN AT MEMORIAL WALL

MEMORIAL WALL - SECTION B-B

MEMORIAL WALL - SECTION C-C

1 1/2" CLR

TO TIES

CL OF END COLUMN

CL OF MEMORIAL WALL

CL OF FTG

MEMORIAL WALL TO CONCRETE END COLUMN TOP CONNECTION

MEMORIAL WALL TO

CONCRETE END COLUMN

ATTACHMENT PER 5/S-003

FULL HEIGHT CONCRETE

END COLUMN EACH END

OF MEMORIAL WALL

RECESSED SS 1/4" x3-1/2" x6" WELD PLATE W/(2) 5/8"Ø x4" LONG WHS

IN CONCRETE END COLUMN

SS 1/4" x3" x10"

TOP WELD PLATE

1/4 TYP

1 3/16"

AIR GAP

CONCRETE

MEMORIAL WALL

RECESSED SS 1/4" x6" x6" WELD PLATE W/(2) 5/8"Ø x4"LONG WHS IN

CONCRETE MEMORIAL WALL WELD PLATE CAST IN

CONCRETE COLUMN

3 1/2"

1/

2"

TY

P

EQ EQ

6"

6"

EQ EQ

1/

2"

TY

P

6"

WELD PLATE CAST IN

CONCRETE WALL

PLAN - VIEW

NOTE:

FINISHED WELD PLATE INSTALLATION SHALL BE FLUSH

WITH CONCRETE END COLUMN/NICHE UNIT CONCRETE

OR RECESSED TO NOT BE IN CONTACT WITH CAPS, TYP

SIDE VIEW

1 3/16"

AIR GAP

CONCRETE

MEMORIAL WALL

T/CONCRETE

T/WELD PLATES

CONCRETE

END COLUMN

WELD PLATE ASSEMBLY

PER PLAN VIEW

3 3/16"

1'-4 7/16"

OUTLINE OF END COLUMN

BEYOND

1 1/2"

CLR TYP

CAST-IN-PLACE

CONCRETE PIER

EMBED PL 3/8 x3" xCONT W/ 3/4"Ø x6"LONG WHS @8"OC

EMBED L3x3x1/4 xCONT

W/ #5 (A706) WELDED

REINFORCEMENT @12"OC

PRE-CAST WALL ASSEMBLY

ATTACHMENT

PRE-CAST WALL ASSEMBLY

ATTACHMENT PER DETAIL ABOVE

1/4

TYP EMBED PLATE

TO EMBED ANGLE

1/4 2-12 2-12

PRE-CAST WALL

ASSEMBLY

7"

T/GRADE

PER CIVIL

T/PIER

7"

T/FTG

T/GRADE

PER CIVIL

T/PIER

3"

T/GRADE

PER CIVIL

T/FTG

T/PIERPRE-CAST WALL ASSEMBLY

REINFORCEMENT

1 1/2" CLR

TYPICAL

#5 x

@12"OC

#5@12"OC

HORIZONTAL

EACH FACE

3"

1' -4

7"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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

GCM GCMJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

S-003

MEMORIAL WALL FOUNDATION

PLAN AND DETAILS

4' -3

7" 1'

-7

9"

4" 9"

3" 1'

-6

6' -0

ENTRY WALL/GATE - SECTION A-A

TYPICAL FOUNDATION PLAN AT ENTRY WALL/GATE

1' -1

0" 7"

7"

3' -0

3'

-0

4" 4"

1'-10" 8"7" 1'-2" 7"

9" 9"

2' -4

EQ

EQ

1' -1

0" 1'

-1 0"

6' -0

CL OF ENTRY WALL

CL OF GATE COLUMN

CL OF FTG

1'-4"

3'-0" 8" 3'-7 5/8" 2'-4"

1'-4"9'-7 5/8"

12'-3 5/8"

OUTLINE OF

FOOTING BELOW

OUTLINE

OF PIER

FOUNDATION PLAN NOTES:

1. CONTRACTOR TO VERIFY AND COORDINATE ALL DIMENSIONS

WITH ARCHITECTURAL DRAWINGS PRIOR TO POURING CONCRETE.

2. CONTRACTOR TO SUBMIT CONCRETE MIX DESIGN FOR APPROVAL

PRIOR TO POURING CONCRETE.

3. CONTRACTOR TO SUBMIT REINFORCEMENT PLACEMENT DRAWINGS

FOR REVIEW AND APPROVAL PRIOR TO POURING CONCRETE.

4. ALL CONCRETE TO HAVE A CONCRETE COMPRESSIVE STRENGTH

OF 4500 PSI MINIMUM AT 28-DAYS.

5. ALL REINFORCING TO BE MINIMUM ASTM A615, GRADE 60

DEFORMED BARS.

ENTRY WALL/GATE - SECTION B-B

ENTRY GATE WALL/DECORATIVE METAL FENCE - SECTION D-D

TYPICAL FOUNDATION PLAN AT DECORATIVE METAL FENCE

5' -0

EQ

EQ

1' -4

2'

-4

1' -4

7" 1'

-2

7"

C L

O F

D

EC

O

RA

TIV

E

M

ET

A L

FE

N

C E

C O

LU

M

N C

L O

F

FT

G

5'-0"

EQEQ

1'-4"2'-4"1'-4"

7"1'-2"7"

OUTLINE OF

FOOTING BELOW

OUTLINE

OF PIER

THIS HATCH INDICATES

FULL HEIGHT CONCRETE

COLUMN TYP

1' -6

3" C

LR

3"

C

LR

COLUMN VERTICAL

REINFORCEMENT

COLUMN CLOSED TIES

REINFORCEMENT

T/FTG

T/PIER

T/COLUMN

PER ARCH

1' -8

BY

A R

C H

2'-4"

5'-0" AT STANDALONE DECORATIVE METAL FENCE

3" CLR 3" CLR

(5)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

CLOSED TIE IN COULMN

AND IN PIER BELOW

CLOSED TIE IN PIER AND

IN FOOTING BELOW2" CLR

TYP ROUGHEN

SURFACE

2" CLR

TYP

CL OF PIER

CL OF FTG

CL OF COLUMN

PLAN-VIEW

(4)#5 VERTICAL REINF

#4 CLOSED TIES -

(3)@ 1-1/2" OC IN TOP

5 INCHES, @8"OC FULL

HEIGHT IN BETWEEN1 1/2" CLR

TO TIES

1'-2"

1' -2

PLAN - VIEW

6'-0" AT ENTRY WALL/GATE

T/FTG

1' -6

3" C

LR

3"

C

LR

CL OF PIER

CL OF FTG

CL OF COLUMN

3" 4'-3" 1'-6"

6'-0"

3" CLR

TYPICAL

SUB-GRADE

PREPARATION PER

GEOTECH-REPORT

PLAN - VIEW

(14)#5 VERTICAL REINF

#4 CLOSED TIES -

(3)@ 1-1/2" OC IN TOP

5 INCHES, @8"OC FULL

HEIGHT IN BETWEEN

4" 1'-2" 4"

1'-10"

8" 1'

-1 0"2'

-6

T/PIER

T/COLUMN

PER ARCH

BY

A

R C

H

(6)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

2" CLR TYP

CLOSED TIE IN PIER

AND IN FOOTING BELOW

ROUGHEN

SURFACE

ROUGHEN

SURFACE

COLUMN VERTICAL

REINFORCEMENT

COLUMN CLOSED TIES

REINFORCEMENT

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

CLOSED TIE IN COULMN

AND IN PIER BELOW

PLAN-VIEW

BY

A

R C

H

1 1/2" CLR

TO TIES

T/PIER

1' -6

1'

-8

BY

A

R C

H

BY

A

R C

H

CL OF DECORATIVE

METAL FENCE COLUMN

CL OF FTG

ENTRY WALL/GATE - SECTION C-C

THIS HATCH INDICATES

FULL HEIGHT CONCRETE

COLUMN TYP

T/FTG

1' -6

3" C

LR

3"

C

LR

2'-7" 10" 2'-7"

6'-0"

3" CLR 3" CLR

1' -8

(6)#5 CONTINUOUS

TOP AND BOTTOM

#5x @12"OC

TRANSVERSE AT TOP

#5x @12"OC

TRANSVERSE AT BOTTOM

W/ 135° HOOK

ROUGHEN

SURFACE

#5@12"OC VERTICALS

EACH FACE W/ STD

6" HOOK IN FOOTING

#5 HORIZONTAL EACH

FACE TOP, BOTTOM

AND INTERMEDIATE

CL OF PIER

CL OF FTG

1'-6"

1'-10" 8"

1' -6

/8

1'-2"

HSS6x6x1/2

GATE END

COLUMN

TYPICAL GATE END COLUMN ATTACHMENT DETAIL

GATE END

POST PER

2/S-004

2" C

LR

1/4" CAP

PLATE

T/FTG

T/PIER

ROUGHEN SURFACE

DECORATIVE

FENCE POST

WHERE OCCURS.

CORE AND DRILL

FULL DEPTH OF

FOOTING TO

ALLOW POST

DRAINAGE

1' -8

1'-0"

1/

2" 7"

1/

2"

EQ

EQ

EQEQ

HSS6x6x1/2 GATE END

COLUMN

TYP

1/4

T/PIER

BASE PL 1" W/(4) 3/4"Ø ANCHOR RODS

(NOTE: BASE PL, ANCHOR RODS & NUTS

TO HAVE COLOR AND FINISH MATCHING

THOSE OF GATE POST)

BASE PLATE

1' -3

-0'-6"

STEP

1-1/2" N.S.

GROUT

2" CLR

TYP

#5 x

@12"OC W/ STD 6"

HOOK IN FOOTING

1' -2

1' -2

" E M

BE

D

PL1/4 TO MATCH BASE PLATE

DIMENSIONS WITH DBL NUT

AT EACH ANCHOR ROD TYP

DBL NUT

FOR LEVELING

7"1'-10"7"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

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

GCM GCMJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

S-004

ENTRY GATE & FENCE COLUMN

FOUNDATION PLAN AND DETAILS