S02 GLNC Phase II - Plans_Part15.pdf

PDF 11 MB Posted Nov 20, 2020

Attached to: Y1PC--Great Lakes National Cemetery Phase 2 Expansion
Solicitation number: 36C10F20R0098
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes a federal contract solicitation for construction services. The Department of Veterans Affairs Office of Construction and Facilities Management is seeking bids for a design-build-construction project to develop approximately 30 acres of land at the Great Lakes National Cemetery in Oakland County, Michigan. The project will provide approximately 29,400 new gravesites including casket and cremation sites, access roads, parking, committal service shelters, satellite restrooms, landscaping, signage, and other site amenities. Additional work includes electrical evaluations and upgrades, maintenance complex improvements, security enhancements, pavement repairs, and GIS integration. The solicitation number is 36C10F20R0098 and bids must be submitted by Service-Disabled Veteran-Owned Small Businesses. The purpose of the project is to continue providing burial services for eligible veterans in southeast Michigan at the existing national cemetery.

View the file

Other files

File	Type	Posted
36C10F20R0098 0004.docx	DOCX document	Jan 4, 2021
S06 Amend 0004-cont pages.docx	DOCX document	Jan 4, 2021
36C10F20R0098 0003.docx	DOCX document	Dec 21, 2020
S06 GLNC P2 PreProposalWalkthroughSignInSheets_02DEC2020.pdf	PDF	Dec 3, 2020
S06 GLNC P2 Pre-SolMeetingAttendanceList_02DEC2020.pdf	PDF	Dec 3, 2020
36C10F20R0098 0002.docx	DOCX document	Dec 3, 2020
S06 GLNC Phase II Development - 923PC2006 - FCD - Final Specs Volume 2.pdf	PDF	Dec 3, 2020
S06 Pre-Proposal Conference slides GLNC PH 2 Dec 1 2020.pdf	PDF	Dec 3, 2020
36C10F20R0098 0001_.docx	DOCX document	Nov 30, 2020
S02 GLNC Phase II - Plans_Part2.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part8.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part10.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part17.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part11.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Final Specs Volume 2 - Appendices.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Final Specs Volume 1.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part23.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part1.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part21.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part9.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part7.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part20.pdf	PDF	Nov 20, 2020
ATTACHMENT 2 - WD - OAKLAND CO MI HEAVY_02OCT2020.docx	DOCX document	Nov 20, 2020
S02 GLNC Phase II - Plans_Part22.pdf	PDF	Nov 20, 2020
ATTACHMENT 4 - Pre-Proposal Inquiry (PPI) Form.docx	DOCX document	Nov 20, 2020
S02 GLNC Phase II - Plans_Part14.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part13.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part24.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part25.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part6.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part4.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part12.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part18.pdf	PDF	Nov 20, 2020
ATTACHMENT 3 - PAST PERFORMANCE QUESTIONNAIRE.docx	DOCX document	Nov 20, 2020
S02 GLNC Phase II - Plans_Part19.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part5.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part3.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part16.pdf	PDF	Nov 20, 2020
36C10F20R0098_3.docx	DOCX document	Nov 20, 2020
ATTACHMENT 1 - WD - OAKLAND CO MI BLDG_25SEP2020.docx	DOCX document	Nov 20, 2020

Show all 40

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S T

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-105

PLANTING PLAN AREA 5

15' OFFSET FOR

TREE PLANTINGS

(TYP)

KEY MAP

not to scale

88°

LIMITS OF

CONSTRUCTION, (TYP)

TURF, SEED

TURF, SOD

MATCHLINE - SEE SHEET L-104

M A

T C

H L

S E E S

H E E T

L -1

(2) JAPANESE ZELKOVA (TYP)

(4) AUTUMN BLAZE MAPLE (TYP)

(3) NORTHERN RED OAK (TYP)

(1) JAPANESE ZELKOVA (TYP)

E N

L A

R G

E M

E N

T C

S E E S

H E E T

L -1

NORTH

00 30' 60'

SCALE: 1" = 30'-0"

(1) AUTUMN BLAZE MAPLE (TYP)

(3) WHITE FIR (TYP)

(1) NORTHERN RED OAK (TYP)

(3) NORWAY SPRUCE (TYP)

L-103

L-101

L-102

L-104

L-105

L-106

L-107

L-108

TURF, SEED

LIMITS OF

GRADING (TYP)

LEGEND

JAPANESE ZELKOVA

RED SUNSET MAPLE

SAUCER MAGNOLIA

THORNLESS HONEY LOCUST

NORWAY SPRUCE

WHITE FIR

NORTHERN RED OAK

EASTERN MAGNOLIA

HUMMINGBIRD SUMMERSWEET

TARTARIAN DOGWOOD

GREEN LANE EUONYMUS

JAPANESE YEW

NORTHERN RED OAK

THORNLESS HONEY LOCUST

TURF (SEED)

TURF (SOD)

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

AutoCAD SHX Text

COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.96

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.05

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.99

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text

ELEC. TRANS.

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text C.P.

AutoCAD SHX Text P

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-106

PLANTING PLAN AREA 6

LIMITS OF

CONSTRUCTION (TYP)

15' OFFSET FOR

TREE PLANTINGS (TYP)

TURF, SOD

KEY MAP

not to scale

88°

TURF, SOD

L-106

M A

T C

H L

S E E S

H E E T

L -1

MATCHLINE - SEE SHEET L-107

(1) JAPANESE ZELKOVA (TYP)

(3) NORWAY SPRUCE (TYP)

(1) NORTHERN RED OAK (TYP)

(2) NORTHERN RED OAK (TYP)

NORTH

00 30' 60'

SCALE: 1" = 30'-0"

L-103

L-101

L-102

L-104

L-105 L-107

L-108

LIMITS OF

GRADING (TYP)

LEGEND

JAPANESE ZELKOVA

RED SUNSET MAPLE

SAUCER MAGNOLIA

THORNLESS HONEY LOCUST

NORWAY SPRUCE

WHITE FIR

NORTHERN RED OAK

EASTERN MAGNOLIA

HUMMINGBIRD SUMMERSWEET

TARTARIAN DOGWOOD

GREEN LANE EUONYMUS

JAPANESE YEW

NORTHERN RED OAK

THORNLESS HONEY LOCUST

TURF (SEED)

TURF (SOD)

TURF, SOD

15' OFFSET FOR

TREE PLANTINGS (TYP)

AutoCAD SHX Text

UNION LAKE LANE

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.96

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.05

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.99

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text

ELEC. TRANS.

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text C.P.

S T

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-107

PLANTING PLAN AREA 7

LIMITS OF

CONSTRUCTION (TYP)

15' OFFSET FOR

TREE PLANTINGS (TYP)

TURF, SOD

KEY MAP

not to scale

88°

TURF, SOD

L-107

M A

T C

H L

S E E S

H E E T

L -1

MATCHLINE - SEE SHEET L-106

(3) NORWAY SPRUCE (TYP)

(2) AUTUMN BLAZE MAPLE (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(1) NORTHERN RED OAK (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) NORWAY SPRUCE (TYP)

E N

L A

R G

E M

E N

T C

E S

H E E T

L -1

(3) NORTHERN RED OAK (TYP)

(1) NORTHERN RED OAK (TYP)

(4) AUTUMN BLAZE MAPLE (TYP)

(6) WHITE FIR (TYP)

(3) WHITE FIR (TYP)

(3) NORWAY SPRUCE (TYP)

(1) NORTHERN RED OAK (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) NORWAY SPRUCE (TYP)

NORTH

00 30' 60'

SCALE: 1" = 30'-0"

L-103

L-101

L-102

L-104

L-105

L-106L-108

TURF, SEED

LIMITS OF GRADING

(TYP)

LEGEND

NORTHERN RED OAK

JAPANESE ZELKOVA

RED SUNSET MAPLE

THORNLESS HONEY LOCUST

SAUCER MAGNOLIA

THORNLESS HONEY LOCUST

NORWAY SPRUCE

WHITE FIR

NORTHERN RED OAK

EASTERN MAGNOLIA

HUMMINGBIRD SUMMERSWEET

TARTARIAN DOGWOOD

GREEN LANE EUONYMUS

JAPANESE YEW

TURF (SEED)

TURF (SOD)

(3) NORWAY SPRUCE (TYP)

(1) JAPANESE ZELKOVA (TYP)

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

AutoCAD SHX Text

COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text

LAKE ONTARIO DRIVE

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.96

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.05

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.99

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text

ELEC. TRANS.

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text C.P.

S T

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-108

PLANTING PLAN ENLARGEMENTS

KEY MAP

not to scale

88°

(3) RED SUNSET MAPLE (TYP)

(23) GREEN LANE EUONYMUS (TYP)

(7) NEW JERSEY TEA (TYP)

86 S.F. RIVER ROCK (TYP)

(14) HONEYLOCUST (TYP)

(5) HUMMINGBIRD

SUMMERSWEET (TYP)

(1) EASTERN REDBUD

(TYP)

(9) TARTARIAN

DOGWOOD (TYP)

(4) NEW JERSEY

TEA (TYP)

(8) HUMMINGBIRD

SUMMERSWEET (TYP)

(1) EASTERN REDBUD

(TYP)

26 S.F. RIVER ROCK (TYP)

86 S.F. RIVER ROCK (TYP)

(6) TARTARIAN DOGWOOD (TYP)

(7) NEW JERSEY TEA (TYP)

26 S.F. RIVER ROCK (TYP)

(6) TARTARIAN DOGWOOD (TYP)

(23) GREEN LANE EUONYMUS (TYP)

(7) NEW JERSEY TEA (TYP)

26 S.F. RIVER ROCK (TYP)

(23) GREEN LANE EUONYMUS (TYP)

(7) NEW JERSEY TEA (TYP)

(23) GREEN LANE EUONYMUS (TYP)

(7) NEW JERSEY TEA (TYP)

(6) TARTARIAN DOGWOOD (TYP)

(6) NEW JERSEY TEA (TYP)

(3) TARTARIAN DOGWOOD (TYP)

(19) GREEN LANE EUONYMUS (TYP)

87 S.F. RIVER ROCK (TYP)

(19) GREEN LANE EUONYMUS (TYP)

(6) NEW JERSEY TEA (TYP)

(3) JAPANESE ZELKOVA

(TYP)

(14) HONEYLOCUST (TYP)

(3) EASTERN REDBUD (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) WHITE FIR (TYP)

(3) EASTERN REDBUD (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) WHITE FIR (TYP)

NORTH

00 20' 40'

SCALE: 1" = 20'-0"

00 10' 20'

SCALE: 1" = 10'-0"

00 10' 20'

SCALE: 1" = 10'-0"

6" WIDTH AND DEPTH V

SHAPED TRENCH BED

EDGE (TYP)

ADMINISTRATIVE BUILDING COMMITTAL SHELTER #4 (ADD ALT. NO. 1)

COLUMBARIUM

(4) NEW JERSEY

TEA (TYP)

(10) TARTARIAN

DOGWOOD (TYP)

(16) NEW JERSEY

TEA (TYP)

(9) TARTARIAN

DOGWOOD (TYP)

(30) NEW JERSEY TEA

(TYP)

V SHAPED TRENCH BED

EDGE (TYP)

(34) HUMMINGBIRD

SUMMERSWEET (TYP)

62 S.F. RIVER ROCK

(TYP)

18 S.F. RIVER ROCK (TYP)

15 S.F. RIVER ROCK (TYP)

27 S.F. RIVER ROCK (TYP)

STORAGE SHED

00 20' 40'

SCALE: 1" = 20'-0"

LIMITS OF

CONSTRUCTION

(TYP)

TURF, SEED

WALL

SEE SHEET L-104 & L-106 FOR

PLANTING OUTSIDE OF

COLUMBARIUM ENLARGEMENT

E S

H E E T

L -1

E S

H E E T

L -1

4' DIA. MULCH RING SHOWN FOR CLARITY

LIMITS OF

GRADING (TYP)

GAS LINE

(3) TARTARIAN DOGWOOD (TYP)

(7) NEW JERSEY TEA (TYP)

(23) GREEN LANE EUONYMUS (TYP)

(3) TARTARIAN DOGWOOD (TYP)

87 S.F. RIVER ROCK (TYP)

26 S.F. RIVER ROCK (TYP)

(6) TARTARIAN DOGWOOD (TYP)

(3) TARTARIAN DOGWOOD (TYP)

(189) GREEN LANE

EUONYMUS (TYP)

AutoCAD SHX Text

COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text

COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.96

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.05

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.99

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text

ELEC. TRANS.

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text C.P.

S T

S S

E N

L A

R G

E M

E N

T B

E S

H E E T

L -1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-109

PLANTING PLAN ENLARGEMENTS

- ADD ALTERNATES 1, 2, & 3

KEY MAP

88°

NORTH

ADD ALT NO.1 - NEW COMMITTAL SERVICE SHELTER

00 20' 40'

SCALE: 1" = 20'-0"ADD ALT NO. 3 - ASSEMBLY AREA PARKING EXPANSION

ADD ALT NO. 2 - NEW HONOR GUARD PARKING

TURF, SOD

(2) AUTUMN BLAZE MAPLE

CENTERED BETWEEN WALKS (TYP)

(3) WHITE FIR (TYP)

(7) AUTUMN BLAZE MAPLE (TYP)

LIMITS OF

GRADING (TYP)

8' TYP

EQ.

LIMITS OF

CONSTRUCTION (TYP)

TURF, SOD

LIMITS OF

CONSTRUCTION (TYP)

TURF, SOD

(1) NORTHERN RED OAK (TYP)

(3) MAGNOLIA (TYP)

(1) NORTHERN RED OAK (TYP)

(3) MAGNOLIA (TYP)

(1) NORTHERN RED OAK (TYP)

(6) WHITE FIR(TYP)

(3) NORWAY SPRUCE (TYP)

(1) NORTHERN RED OAK (TYP)

LIMITS OF

GRADING (TYP)

LIMITS OF

GRADING (TYP)

(1) NORTHERN RED OAK (TYP)

TURF, SOD

(3) WHITE FIR (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) WHITE FIR (TYP)

(6) WHITE FIR (TYP)

(1) AUTUMN BLAZE MAPLE (TYP)

(3) NORTHERN RED OAK (TYP)

(3) EASTERN REDBUD (TYP)

(1) NORTHERN RED OAK (TYP)

TURF, SOD

20' 40'

SCALE: 1" = 20'-0"

20' 40'

SCALE: 1" = 20'-0"

20' 40'

SCALE: 1" = 20'-0"

not to scale

ADD ALT NO. 2ADD ALT NO. 2

ADD ALT NO. 1 ADD ALT NO. 3

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.96

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.98

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.97

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.05

AutoCAD SHX Text

FFE

AutoCAD SHX Text 925.99

AutoCAD SHX Text

FFE

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text

ELEC. TRANS.

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text C.P.

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-501

PLANTING SCHEDULE AND DETAILS

TREE PLANTING

SPECIFIED PLANTING MIX EXISTING SUBGRADE

FINISH GRADE

3" HIGH WATER RETENTION BASIN

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

3" TAPER PRIOR TO TIGHTENING

GUYING STRAPS (TYP.)

RUBBER HOSE

SPECIFIED PLANTING MIX

FINISHED GRADE

ROUGH GRADE

EXISTING SUBGRADE

SPREAD

V E R

A L L H

T R

U N

K H

MULCH

3" HIGH WATER RETENTION BASIN

TREE SUPPORT STAKES

(TYPICAL OF 3)

SLOPE TREE PLANTING

N.T.S.N.T.S.

GUYING STRAPS (TYP.)

3" TAPER PRIOR TO TIGHTENING

TREE SUPPORT STAKES

(TYPICAL OF 3)

RETENTION BASIN TO BE CIRCULAR IN

SHAPE & CONSISTENT IN SIZE FROM

TREE TO TREE. SIDE SLOPES OF BASIN

TO HAVE GENTLE, UNIFORM PROFILE.

FINISH GRADE

REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SPECIFIED PLANTING MIX

3" HIGH WATER RETENTION BASIN

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

EVERGREEN TREE PLANTING

N.T.S.

SHRUB BED PLANTING

N.T.S.

MULCH

SHRUB ROOTBALL

FINISH GRADE

BACKFILL WITH PREPARED SOIL MIX (REF.

SPECS.)

UNCOMPACTED NATIVE SOIL.

REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SPACING PER PLANTING PLAN

D E P T

H P

E R

S P E C

6" WIDTH AND DEPTH V

SHAPED TRENCH BED EDGE

BACKFILL W/MULCH

GUYING STRAPS (TYP.)

TREE SUPPORT STAKES

(TYPICAL OF 3)

3" TAPER PRIOR TO TIGHTENING

RUBBER HOSE

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

LANDSCAPE ISLAND AT COLUMBARIUM

GUYING STRAPS (TYP.)

RUBBER HOSE

SPECIFIED PLANTING MIX

REF. CIVIL DETAIL 7/DT502 FOR

ADJACENT PAVING

EXISTING SUBGRADE

SPREAD

O V

E R

A L L H

T R

U N

K H

TREE SUPPORT STAKES

(TYPICAL OF 3)

3" TAPER PRIOR TO TIGHTENING

4" PERF. PIPE IN SOCK ON 3 SIDES

OF LANDSCAPE ISLAND, 1"

GRAVEL AROUND PIPE WRAPPED

IN FILTER FABRIC, REF. CIVIL PLANS

SHEETS CG403 & CG404

4" PERF. PIPE IN SOCK, 1" GRAVEL

AROUND PIPE WRAPPED IN

FILTER FABRIC, BEYOND, REF.

CIVIL PLANS/DETAILS

TIE INTO MAIN DRAIN

REF. CIVIL PLANS

TURF

TREE CENTERED IN PLANTING PIT

C R

O W

N T

O B

B O

V E

E D

G R

A D

REF. CIVIL DETAIL 7/DT502 FOR

ADJACENT PAVING

C R

O W

N T

B E

B O

V E

E D

G R

A D

C R

O W

N T

B E

B O

V E

E D

G R

A D

C R

O W

N T

O B

B O

V E

E D

G R

A D

TIE INTO MAIN DRAIN

REF. CIVIL PLANS

SHEET CG 403 & CG404

SPREAD

MULCH

TURF

N.T.S.

PLAN DIAGRAM

4" PERF. PIPE IN SOCK ON 3 SIDES

OF LANDSCAPE ISLAND, 1"

GRAVEL AROUND PIPE WRAPPED

IN FILTER FABRIC, REF. CIVIL PLANS

SHEET CG 403 & CG404

SEE DETAIL 7/DT502

TREE CENTERED IN

PLANTING PIT

4' MULCH RING - KEEP MULCH

3" MIN. AWAY FROM TRUNK

TREES BOTANICAL NAME COMMON NAME CONT CAL

SIZE (ht)

QTY

B&B 28

ORNAMENTAL TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE QTY

Cercis canadensis Eastern Redbud

SHRUBS BOTANICAL NAME COMMON NAME CONT SPACING QTY

Thornless Honey LocustGleditsia triacanthos 'Skyline'

B&B 18Northern Red OakQuercus rubra

B&BJapanese ZelkovaZelkova serrata

B&BRed Sunset MapleAcer rubrum 'Franksred'

B&BAutumn Blaze MapleAcer freemanii 'Jeffsred'

14' - 16'

TURF (SEED) BOTANICAL NAME COMMON NAME CONT O.C. QTY

Turf Seed Mix

SEED

51,617 sf

TURF (SOD) BOTANICAL NAME COMMON NAME CONT O.C. QTY

60% Perennial Rye Grass

40% Kentucky Bluegrass

862,768 sf

8lb/1000sf

SOD

Kentucky Bluegrass/Perennial

Rye Grass Blend

Clethera alnifolia 'Hummingbird'

Hummingbird

Summersweet

3 gal 36" o.c.

Cornus Alba 'Regnzam' Tatarian Dogwood

3 gal 36" o.c.

SIZE

24" ht.

Norway SprucePicea abies

10' - 12' B&B

PLANT_SCHEDULE

B&B

10' - 12'

3 stems, matched

Euonymus fortunei 'Green Lane' Green Lane Euonymus 1 gal 18" o.c. 12" ht.

White FirAbies concolor

10' - 12' B&B

GROUNDCOVER BOTANICAL NAME COMMON NAME CONT O.C. QTYSIZE

B&B Sugar Maple

Acer saccharum

(95,863 sy)

(5,736 sy)

3" - 3.5" Cal

60% Perennial Rye Grass

40% Kentucky Bluegrass

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

Taxus cuspidata 'Capitata' Japanese Yew 3 gal 36" o.c. 24" ht.

River Rock

557 sf

(62 sy)

River Rock

*Match to current River Rock at

P.I.C. and existing committal shelter

RIVER ROCK BOTANICAL NAME COMMON NAME CONT O.C. QTY

TREES BOTANICAL NAME COMMON NAME CONT CAL

SIZE (ht)

QTY

ORNAMENTAL TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE QTY

Cercis canadensis Eastern Redbud

B&B

10' - 12'

3 stems, matched

SHRUBS BOTANICAL NAME COMMON NAME CONT SPACING QTY

B&B 9Northern Red OakQuercus rubra

B&BAutumn Blaze MapleAcer freemanii 'Jeffsred'

14' - 16'

TURF (SEED) BOTANICAL NAME COMMON NAME CONT O.C. QTY

Turf Seed Mix

SEED

2,723 sf

TURF (SOD) BOTANICAL NAME COMMON NAME CONT O.C. QTY

60% Perennial Rye Grass

40% Kentucky Bluegrass

59,740 sf

8lb/1000sf

SOD

Kentucky Bluegrass/Perennial

Rye Grass Blend

Clethera alnifolia 'Hummingbird'

Hummingbird

Summersweet

3 gal 36" o.c.

Cornus Alba 'Regnzam' Tatarian Dogwood 3 gal 36" o.c.

SIZE

24" ht.

Norway SprucePicea abies

10' - 12' B&B

PLANT_SCHEDULE_ADD_ALT

Magnolia x soulangiana Saucer Magnolia

B&B

10' - 12'

3 stems, matched

Euonymus fortunei 'Green Lane' Green Lane Euonymus 3 gal 36" o.c. 24" ht.

White FirAbies concolor

10' - 12' B&B

GROUNDCOVER BOTANICAL NAME COMMON NAME CONT O.C. QTYSIZE

(6,638 sy)

(303 sy)

3" - 3.5" Cal

60% Perennial Rye Grass

40% Kentucky Bluegrass

14' - 16'

3" - 3.5" Cal

River Rock

148 sf

(17 sy)

River Rock

*Match to current River Rock at

P.I.C. and existing committal shelter

RIVER ROCK BOTANICAL NAME COMMON NAME CONT O.C. QTY

Ceanothus americanus New Jersey Tea

3 gal 36" o.c. 24" ht.

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020 MS AC, LI

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575

RVi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

L-502

SITE AMENITY DETAILS

DO NOT

DRINK

WATER

AutoCAD SHX Text

PERSPECTIVE

AutoCAD SHX Text

TRASH RECEPTACLE

AutoCAD SHX Text

PERSPECTIVE

AutoCAD SHX Text

FLOWER VASE RECEPTACLE

AutoCAD SHX Text

SEE SPECIFICATION SECTION 02800 FOR FOR TRASH AND FLOWER VASE RECEPTACLES

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

DOME LID

AutoCAD SHX Text

SPECIAL HINGED LID W/ FLORAL REGULATIONS DECAL ATTACHED - SEE LID PLAN VIEW

AutoCAD SHX Text

HANDLE

AutoCAD SHX Text

3/4" SQUARE HOLE FOR ANCHOR BOLT

AutoCAD SHX Text

BOTTOM VIEW

AutoCAD SHX Text

FLORAL REG. DECAL

AutoCAD SHX Text

LID PLAN VIEW

AutoCAD SHX Text

HANDLE

AutoCAD SHX Text

REGULATIONS

AutoCAD SHX Text

FLORAL

AutoCAD SHX Text

FLOWER WATERING STATION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

'ARCATA BACKLESS BENCH' ON CONCRETE PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TUBE FRAME

AutoCAD SHX Text

2 1/4" DIAMETER STEEL

AutoCAD SHX Text

RECYCLED PLASTIC

AutoCAD SHX Text

BENCH SLATS

AutoCAD SHX Text

CONC. PVMT

AutoCAD SHX Text ANCHOR WITH STAINLESS STEEL BOLTS, EXPANSION SHIELDS, WASHERS, & ACORN NUTS (SIZED PER MANUFACTURER'S RECOMMENDATIONS)

AutoCAD SHX Text

LENGTH OF

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

TOP VIEW OF

AutoCAD SHX Text

BASEPLATE

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PROVIDE 8" CONCRETE PAVEMENT SECTION W/IN LIMITS SHOWN

AutoCAD SHX Text

COLUMBARIUM COURT SCORE JOINT, TYP.

AutoCAD SHX Text

EXPANSION JOINT, TYP.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

PROVIDE 8" CONCRETE PAVEMENT SECTION W/IN LIMITS SHOWN

AutoCAD SHX Text

EXPANSION JOINT,

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

LIMITS OF 8" CONCRETE PAVEMENT SECTION

AutoCAD SHX Text ANCHOR WITH STAINLESS STEEL BOLTS, EXPANSION SHIELDS, WASHERS, & ACORN NUTS (SIZED PER MANUFACTURER'S RECOMMENDATIONS)

AutoCAD SHX Text

FLORAL REGULATIONS

AutoCAD SHX Text

FLORAL REGULATIONS DECAL(S)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text NOTE: SUBMIT SHOP DRAWINGS FOR TEXT APPROVAL BY THE RESIDENT ENGINEER & DIRECTOR PRIOR TO FABRICATION

AutoCAD SHX Text CLEAR DECALS W/VICTOR STANLEY WHITE LETTERING (SUBMIT COLOR SAMPLES); MATTE FINISH; LETTERING TO BE OPTIMA BOLD, UPPER & LOWER CASE, TITLE TO BE 1" HT., ALL OTHER TEXT TO BE 3/16" HT.

AutoCAD SHX Text ANCHOR RECEPTACLES W/ STAINLESS STEEL EXPANSION SHIELDS & BOLTS PER MANUFACTURER'S SPECIFICATIONS. (TYP.)

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 5" THICK REINFORCED CONC. PAD W/ 1/4" RADIUS @ EDGE, TYP; MED. BROOM FINISH; RUB OUT ALL SURFACE TOOL MARKS.

AutoCAD SHX Text

WATER SPIGOT ASSEMBLY

AutoCAD SHX Text

FLOWER VASE RECEPTACLE WITH ATTACHED FLORAL REGULATIONS' SIGN

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text WATER SPIGOT SELF CLOSING BRONZE HOSE BIB HAWS MODEL 6252EHLF W/BULKHEAD FITTING CxF CAST, " TYPE L COPPER 12" TYPE L COPPER PIPE (LENGTH AS REQUIRED) & CxC ELBOW.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

CONC. PVMT.

AutoCAD SHX Text

TRASH RECEPTACLE

AutoCAD SHX Text

WASHED RIVER GRAVEL TO MATCH EXISTING ON SITE

AutoCAD SHX Text

FLORAL VASE RECEPTACLE

AutoCAD SHX Text

TRASH RECEPTACLE,

AutoCAD SHX Text LOCATE FLOWER WATERING STATION AGAINST BACK OF CURB, TYP., UNLESS SHOWN OTHERWISE ON PLANS

AutoCAD SHX Text

TRASH

AutoCAD SHX Text ash

AutoCAD SHX Text

TRA

AutoCAD SHX Text

FLOWER VASES

AutoCAD SHX Text

SES

AutoCAD SHX Text

FLO

AutoCAD SHX Text 22"x17" FLUSH VALVE BOX (IRRIGATION GATE VALVE & PRESSURE REDUCING VALVE) IN TURF

AutoCAD SHX Text CONTINUOUS 2-1/2" STEEL BAND AROUND RECEPTACLES W/ "TRASH" & "FLOWER VASES" DECALS APPLIED (CLEAR DECAL W/ WHITE LETTERING, REPEAT TEXT (3) TIMES EVENLY SPACED AROUND RECEPT.); TYPEFACE FOR DECALS TO BE OPTIMA BOLD, UPPER CASE; 1-1/2" HT. LETTERS, TYP.; PLACE RECEPTACLES ON CONC. PAD SO ONE OF THE THREE DECALS FACE THE FRONT OF THE CONC. PAD, TYP.

AutoCAD SHX Text LOCATE AS INDICATED ON LAYOUT PLANS ALONG CONC. PAD CENTERLINE & MIDPOINT OF PAD WHERE SHOWN ON PLANS

AutoCAD SHX Text

CRUSHED GRAVEL INFILTRATION BASE BELOW

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

'DO NOT DRINK WATER' SIGN (INSTALLED ON ALL 4 SIDES)

AutoCAD SHX Text

6" LENGTH OF 4" DIA. PERF. PIPE W/PERF. CAP SECURED TO 4" DIA. NON-PERF. PIPE.

AutoCAD SHX Text

4" DIA. NON-PERF. PIPE. CONNECT TO STORM DRAIN OR DAYLIGHT.

AutoCAD SHX Text

18" DEPTH OF " DIA. 34" DIA. WASHED RIVER ROCK.

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

MIN. DEPTH

AutoCAD SHX Text

12" TYPE L COPPER PIPE

AutoCAD SHX Text 1-1/2" PVC CL200 PIPE FROM EDGE OF CONCRETE PAD TO SWEEP EL. SOLVENT WELD PIPE AND SWEEP EL.

AutoCAD SHX Text

COPPER ADAPTER AT IRRIGATION GATE VALVE

AutoCAD SHX Text

1-1/2" PVC SWEEP EL SLEEVE

AutoCAD SHX Text 7-1/2" SQ. CAST STONE MASONRY POST. 4 14"X1'-2/1/2"X " RECESS 38" RECESS ALL (4) SIDES. LEAN CONCRETE FOOTING

AutoCAD SHX Text

CONTINUE TO BE FLUSH WITH CURB

AutoCAD SHX Text

WWW.LANDSCAPEFORMS.COM FOR PRODUCT INFO

AutoCAD SHX Text

1. The Department of Veteran Affairs does not permit adornments that are considered offensive, inconsistent with the dignity of the cemetery or considered hazardous to cemetery personnel. 2. Only one (1) floral arrangement, that accompanies the casket or urn at the time of the burial, will be placed on the completed gravesite. 3. Fresh cut flowers may be placed on the gravesite at any time. The National Cemetery of the Alleghenies will provide floral containers. 4. Flowers will be removed from gravesites and disposed of by cemetery personnel when they become withered, faded or otherwise unsightly or when it becomes necessary to facilitate cemetery operations such as mowing, interments or any renovations. 5. Permanent plantings, statues, vigil lights, breakable objects of any kind, and similar commemorative items are not permitted on gravesites at any time. Cemetery personnel will remove from the gravesite these and other hazardous objects. 6. Artificial flowers will be permitted on gravesites during the period from October 10 through April 15. Artificial flowers and potted plants will be permitted on gravesites ten (10) days before and ten (10) days after Easter Sunday and ten (10) days before and ten (10) days after Memorial Day. 7. During the Christmas season, Christmas wreaths, grave floral blankets and other such Christmas floral arrangements will be permitted commencing on December 1 and allowed to remain on the grave through January 20 of each year. Grave blankets will not be larger than 2-feet by 3-feet. 8. Floral items and other types of decorations will not be secured to the headstones or niche covers.

AutoCAD SHX Text

COLOR TO MATCH EXISTING BENCHES ON SITE

AutoCAD SHX Text

2%%% MAX SLOPE

AutoCAD SHX Text

BACK TO FRONT

AutoCAD SHX Text

TUBE FRAME

AutoCAD SHX Text

2 1/4" DIAMETER STEEL

AutoCAD SHX Text

ANCHOR WITH STAINLESS STEEL HARDWARE PER MANUFACTURER'S RECOMMENDATIONS

AutoCAD SHX Text

CONC. PVMT

AutoCAD SHX Text

AutoCAD SHX Text L319

AutoCAD SHX Text

BENCH WITH BACK (COMMITTAL SERVICE SHELTERS & P.I.C.) SIDE VIEW

AutoCAD SHX Text

BENCH WITH BACK (COMMITTAL SERVICE SHELTERS & P.I.C.) FRONT VIEW

AutoCAD SHX Text

'ARCATA BACKED BENCH' ON CONCRETE PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WWW.LANDSCAPEFORMS.COM FOR PRODUCT INFO

AutoCAD SHX Text

BACKLESS BENCH (COLUMBARIUM) FRONT VIEW

AutoCAD SHX Text

SEE TOP VIEW OF BASEPLATE ABOVE

PROVIDE 8" CONCRETE PAVEMENT SECTION W/IN LIMITS SHOWN

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

OAKLAND COUNTY, MICHIGAN

923PC2006

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 JDL CCT

I-001

JULY 31, 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

Ce rti f ie d Irrigation Designer

I R R

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

NCID

46102

HN D. LEONARD

7/31/20

IRRIGATION NOTES AND LEGEND

LEGEND

3 3

7 8

FLAG NOTES

GENERAL NOTESIRRIGATION SYSTEM GENERAL DESCRIPTION

CONSTRUCTION NOTES

mailto:dsalvador@aquaengr.com AutoCAD SHX Text DEMOLITION AREA BOUNDARY EXISTING PVC IRRIGATION MAINLINE IRRIGATION MAINLINE PIPE MAINLINE SLEEVE TWO PIPE SIZES LARGER THAN PIPE CARRIED WITH 24VAC WIRE SLEEVES AS PER NEC STANDARDS - SEE DETAIL LATERAL PIPE COMMUNICATION CABLE POINT-OF-CONNECTION (P.O.C.) - CONNECT WITH DUCTILE IRON FITTINGS AND RESTRAINTS REMOTE CONTROL VALVE: TORO P220 AIR VACUUM RELIEF VALVE ISOLATION GATE VALVE QUICK COUPLING VALVE FLOWER WATER STATION TORO T7 POP-UP ROTOR SPRINKLERS @ 70 PSI NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 2 2.4 40 2.4 40 40 TORO TS90 POP-UP ROTOR SPRINKLER @ 70 PSI NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 3 24.5 60 24.5 60 60 POP-UP SPRINKLER @ 30 PSI RADIUS: 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS: 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 RADIUS: 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS: 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS: 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 IRRIGATION CONTROLLER 96 STATIONS EACH INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING IRRIGATION COMPONENTS ARE SHADED BACK

AutoCAD SHX Text

PC FC

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE COR WITH SHOP DRAWING OF POINT OF CONNECTION. CONNECT TO EXISTING CAPPED LATERAL AT APPROXIMATE LOCATION INDICATED. USE SOLVENT WELD PVC SCH 40 FITTINGS. INSTALL NEW SPRINKLERS AS SHOWN. BACKFILL AND COMPACT TO MATCH EXISTING CONDITIONS. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE OF THE PLANTING AREA FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA AND NOT IN GRAVE SITES OR HARDSCAPE. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS, EXTEND 120 VAC POWER FROM ADJACENT EXISTING CONTROLLER TO NEW CONTROLLER. INSTALL CONTROL WIRE SIZED AS EXISTING AND COMMUNICATION WIRE SPLICES AT PREVIOUS CONTROLLER LOCATION IN NEW STANDARD SIZE VALVE BOX AND LABEL LID WITH CONTROLLER NUMBER. INSTALL MAINLINE 8-FEET FROM BACK OF CURB ALONG ROADWAYS, COORDINATE WITH TREE INSTALLATION. INSTALL MAINLINE 4-FEET FROM EDGE OF PLANTER AREAS AS INDICATED. COORDINATE SLEEVE INSTALLATION WITH LANDSCAPE UNDERDRAINS. SEE LANDSCAPE SHEETS. LOCATE AND PROTECT EXISTING MAINLINE PIPE

AutoCAD SHX Text

1. THE SYSTEM DESIGN HAS A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 90 PSI AND A FLOW OF 650 GPM. CONTRACTOR TO VERIFY EXISTING PUMP OPERATION AND PRESSURE AT EACH POINT-OF-CONNECTION, REPORT ANY DISCREPANCIES TO RE/COR PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE RE/COR. 4. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND SIGNS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 5. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 6. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 7. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE.

AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO ACCOMMODATE SITE CHANGES. NEW MAINLINE AND AUTOMATED IRRIGATION SYSTEM FOR THE PRE PLACED CRYPT, IN GROUND CREMAIN BURIAL SECTIONS, AND COLUMBARIUM IS PROVIDED. NEW IRRIGATION EQUIPMENT TO MATCH THE EXISTING. THE POINTS-OF-CONNECTION ARE TO THE EXISTING IRRIGATION MAINLINE PIPE. TWO NEW SATELLITE CONTROLLERS COMPATIBLE WITH THE EXISTING CENTRAL CONTROL SYSTEM WILL BE ADDED.

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 Nov 20, 2020.