S02 GLNC Phase II - Plans_Part14.pdf

PDF 14 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 provides details for a federal contract solicitation for construction services. The Department of Veterans Affairs Office of Construction and Facilities Management is seeking to develop approximately 30 acres of undeveloped land at the Great Lakes National Cemetery in Oakland County, Michigan to provide approximately 29,400 additional gravesites. The project scope includes pre-placed crypt full casket gravesites, pre-placed urn crypts, garden niches, columbarium niches, roads, parking, a committal service shelter, landscaping, signage, site furnishings, irrigation, a satellite public restroom facility, electrical evaluations and upgrades, maintenance complex upgrades, security upgrades, pavement repairs, flower watering station replacements, energy efficiency upgrades, protected habitat preservation, wetlands mitigation, and GIS integration. This 100% service-disabled veteran-owned small business set aside solicitation issued under number 36C10F20R0098 follows a design-bid-build approach.

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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_Part13.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part24.pdf	PDF	Nov 20, 2020
S02 GLNC Phase II - Plans_Part15.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

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WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00 ° 90.00°

90.00° 90 .00

3'-812"

1'-10 12 " 1'-10 12 "

3'-812"

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00° 90 .00

.00 ° 90.00°

2'-115 16"

1'-10 12 " 1'-10 12 "

2'-115 16"

U WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00 °85.90°

.11 ° 90.00°1'-10 12 "

3'-334"±

1'-10 12 "

3'-012"±

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00

90.00° 90.00°

1'-10 12 " 1'-10 12 "

4'-07 16"±

3'-1112"±

91.21°

.80

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.61°

.39

1'-10 12 " 1'-10 12 "

4'-07 16"±

3'-115 16"±

90.00°

.00

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

4'-018"±

3'-113 16"±

91.17°

.83

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.42

88.59°

1'-10 12 " 1'-10 12 "

4'-21 16"±

4'-015 16"±

90.00°

.00

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

4'-21 16"±

4'-13 16"±

.89

91.11°

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.52°

.48

1'-10 12 " 1'-10 12 "

4'-37 16"±

4'-214"±

90.00°

.00

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00° .00

1'-10 12 " 1'-10 12 "

4'-338"±

4'-29 16"±

91.05°

.95

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.46°

.54

1'-10 12 " 1'-10 12 "

2'-1118"±

2'-915 16"±

90.00°

.00

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

2'-111 16"±

2'-105 16"±

90.98°

.02

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.39°

.61

1'-10 12 " 1'-10 12 "

3'-114"±

3'-0"±

90.00°

.00

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.90.00°

.00

1'-10 12 " 1'-10 12 "

3'-118"±

3'-07 16"±

90.92°

.08

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.33°

.67

1'-10 12 " 1'-10 12 "

3'-218"±

3'-013 16"±

90.00°

.00

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

5'-4"±

3'-1115 16"±

70.35°

.65

6" 2"

2'-412"

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

WASH

WASH WASH

90.00°

.00

.00 ° 90.00°

2'-4 12 "

41 2"

CI715

WASHWASH

3'-0 916 "±

2'-6"

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

90.00°

.00

90.00°

.00

CI715

2'-6"

WASHWASH

2'-6"

2'-11 58 "

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

90.00° 90 .00

.00 ° 90.00°

2'-6"

6" 2"

2'-6" 2'-6"

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

GordonPROGRAMMING 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 07/31/2020

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE S1 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE T2 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE U3 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE V4 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE W5

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE X6 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE Y7 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE Z8 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AA9 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AB10

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AC11 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AD12 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AE13 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AF14 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AG15

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AH16

NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE PROFILE, TYP.17

NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AI19 NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AJ20 NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AK21NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE PROFILE, TYP.18

CAPSTONE DETAILS 2

CI715

KFSDLM 119

4,5

CI750

CI751

6,7

CI750

CI751 1,2

CI751

8" JNT,

TYP.

3 8" J

±2 '-7

3 4"

NEW MORTAR TO MATCH EXISTING

NOTES:

1. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

A E

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS INSTALLED IN THE

FOLLOWING ORDER LEFT TO RIGHT WHEN

FACING WALL: ARMY, MARINE CORPS,

NAVY, AIR FORCE, & COAST GUARD

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275Z STAINLESS STEEL

ANCHOR, TYP.

ALUMINUM THREADED STUDS, TYP.1'

-1

10'-8"

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

6'-2" 6'-2"

12'-4" V.I.F.

SALVAGED MANUFACTURED STONE, TYP.

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275U STAINLESS

STEEL ANCHOR, TYP.

AR AS AT AU AV AW

AX AY

AZ BA

BB BC

CAREFULLY REMOVE AND SALVAGE

EXISTING MANUFACTURED STONE, TYP.

SAW-CUT EXISTING MANUFACTURED

STONE, REMOVE AND SALVAGE REMAINING

MANUFACTURED STONE, TYP.

8" TYP.

3 8" T

±2 '-7

3 4" LOCATION OF NEW GRANITE PANEL

REMOVE MORTAR AS REQUIRED

NOTES:

1. PERFORM MORTAR MOCK-UP WITHIN

AREA OF NEW PANEL TO

DEMONSTRATE COMPATIBILITY OF

COLOR AND TEXTURE FOR NEW

MORTAR.

2. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

I L

AR AS

AU AV

AW AX

AZ BA

±2 '-7

3 4"

3 8" J

8" JNT.,

TYP.

6'-2" 6'-2"

12'-4" V.I.F.

NEW MORTAR TO MATCH EXISTING

NOTES:

1. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS INSTALLED IN THE

FOLLOWING ORDER LEFT TO RIGHT WHEN

FACING WALL: ARMY, MARINE CORPS,

NAVY, AIR FORCE, & COAST GUARD

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275Z STAINLESS STEEL

ANCHOR, TYP.

ALUMINUM THREADED STUDS, TYP.

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

SALVAGED MANUFACTURED STONE, TYP.

1' -1

10'-8"

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

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275U STAINLESS STEEL

ANCHOR, TYP.

BD BE

BI BJ BK BL BM BN BO BP BQ

CAREFULLY REMOVE AND SALVAGE

EXISTING MANUFACTURED STONE, TYP.

SAW-CUT EXISTING MANUFACTURED

STONE, REMOVE AND SALVAGE REMAINING

MANUFACTURED STONE, TYP.

LOCATION OF NEW GRANITE PANEL

REMOVE MORTAR AS REQURIED

3 8" T

8" TYP.

NOTES:

1. PERFORM MORTAR MOCK-UP WITHIN

AREA OF NEW PANEL TO

DEMONSTRATE COMPATIBILITY OF

COLOR AND TEXTURE FOR NEW

MORTAR.

2. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

±2 '-7

3 4"

BI BJ BK BL BM BN BO BP BQ

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

GordonPROGRAMMING 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 07/31/2020

COMMITTAL SERVICE SHELTER

SERVICE EMBLEM DETAILS

CI750

KEY MAP

1" = 20'-0"

COMMITTAL SERVICE SHELTER 11 5 10 200

NORTH

1" = 20'-0"

COMMITTAL SERVICE SHELTER 22 5 10 200

NORTH

1" = 10'-0"

COLUMBARIUM COMMITTAL SERVICE SHELTER 3 52 100

NORTH

1" = 1'-0"

WALL ELEVATION COMMITTAL SERVICE SHELTER 15 1'0 6"3"

DLM JDB

COMMITTAL SERVICE

SHELTER 1

COMMITTAL

SERVICE SHELTER 2

COLUMBARIUM

COMMITTAL

SERVICE SHELTER

NORTH

1" = 1'-0"

DEMOLITION ELEVATION COMMITTAL SERVICE SHELTER 14 1'0 6"3"

1" = 1'-0"

WALL ELEVATION COMMITTAL SERVICE SHELTER 27 1'0 6"3"

1" = 1'-0"

DEMOLITION ELEVATION COMMITTAL SERVICE SHELTER 26 1'0 6"3"

AutoCAD SHX Text

EX.

AutoCAD SHX Text

MATCH

1' -1

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

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

18" Ø SCRIPTED BAS RELIEF ALUMINUM SERVICE

EMBLEMS ATTACHED TO GRANITE PANEL.

INSTALL SERVICE EMBLEMS IN THE FOLLOWING

ORDER LEFT TO RIGHT WHEN FACING WALL:

ARMY, MARINE CORPS, NAVY, AIR FORCE, &

COAST GUARD

ALUMINUM THREADED STUDS, TYP.

1' -1

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

DRIP SLOT

HOLES FOR ALUMINUM

THREADED STUDS, TYP.

SECTION A ELEVATION DRIP SLOT

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS ATTACHED TO

GRANITE PANEL

SLOTS TO ACCOMMODATE ANCHORS

CE CF

CP CQ

8" TYP.

3 8" T

±2 '-1

01 2"

CAREFULLY REMOVE AND SALVAGE

EXISTING MANUFACTURED STONE, TYP.

SAW-CUT EXISTING MANUFACTURED

STONE, REMOVE AND SALVAGE REMAINING

MANUFACTURED STONE, TYP.

LOCATION OF NEW GRANITE PANEL

REMOVE MORTAR AS REQURIED

8" TYP.

NOTES:

1. PERFORM MORTAR MOCK-UP WITHIN AREA OF NEW PANEL

TO DEMONSTRATE COMPATIBILITY OF COLOR AND TEXTURE

FOR NEW MORTAR.

2. CHIPPED OR DAMAGED EXISTING STONES SHALL REQUIRE

BORAL CULTURED STONE MASONRY COSMETICS EXPERT

FOR REPAIRS: RICK CONNER (419) 295-0134.

±3'-47 16" 10'-8"

MORTAR TO MATCH EXISTING

18" Ø SCRIPTED BAS RELIEF

ALUMINUM SERVICE EMBLEMS

INSTALLED IN THE FOLLOWING ORDER

LEFT TO RIGHT WHEN FACING WALL:

ARMY, MARINE CORPS, NAVY, AIR

FORCE, & COAST GUARD

NOM. 1/2" X 2" ALUMINUM

THREADED STUDS (BOSSES), TYP.

1/2"ØX 12" S.S. THREADED BOLT

ADHESIVE ANCHORING SYSTEM,

W/RODS SET INTO EXISTING

STEM WALL, TYP.

SALVAGED MANUFACTURED

STONE VENEER, TYP.

EXISTING MANUFACTURED STONE

VENEER TO REMAIN, TYP.

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

EXISTING GRANITE BAND

VENEER TO REMAIN, TYP.

EXISTING CAP TO REMAIN,

TYP.

EXISTING #5 REBAR @ 24"

O.C., TYP.

EXISTING GROUTED SOLID AT

REINFORCING, TYP.

1' -1

1' -0

DRIP SLOT, TYP.

VOID

STAINLESS STEEL ANCHORS 16" O.C.,

TYP.

MORTAR TO MATCH EXISTING

18" Ø SCRIPTED BAS RELIEF

ALUMINUM SERVICE EMBLEMS

INSTALLED IN THE FOLLOWING ORDER

LEFT TO RIGHT WHEN FACING WALL:

ARMY, MARINE CORPS, NAVY, AIR

FORCE, & COAST GUARD

NOM. 1/2" X 2" ALUMINUM

THREADED STUDS (BOSSES), TYP.

STAINLESS STEEL ANCHORS 16"

O.C., TYP.

2' -13 4" 1'

-23 4"

EXISTING MANUFACTURED STONE

VENEER TO REMAIN, TYP.

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

2" V.I.F.

EXISTING BRICK VENEER TO

REMAIN, TYP.

EXISTING CAP TO REMAIN,

TYP.

SALVAGED MANUFACTURED

STONE VENEER, TYP.

DRIP SLOT, TYP.

EXISTING #5 @ 16" VERT. E.F.

EXISTING #5 @ 16" HORIZ. E.F.

EXISTING #5 DOWELS @ 16" O.C. E.F.

EXISTING 3,500 PSI CONCRETE

7"R 7"R

1'-2"Ø

BOLT CIRCLE (VERIFY

PRIOR TO DRILLING HOLES

TO RECEIVE BOSSES THAT

BOSSES ARE NOT IN

CONFLICT WITH S.S.

GRANITE PANEL RODS.)

4 THREADED BOSSES TO

RECEIVE STUDS

9"R 9"R

1'-6"Ø

NOTE:

ALUMINUM STUDS TO

NOT CONFLICT WITH S.S.

THREADED RODS.

2' -1

01 2"

3 8" J

8" JNT.,

TYP.

±3'-47 16" 10'-8"

C L C L

O F

M N

O F

M N

C L O

NEW MORTAR TO MATCH EXISTING

NOTES:

1. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS INSTALLED IN THE

FOLLOWING ORDER LEFT TO RIGHT WHEN

FACING WALL: ARMY, MARINE CORPS,

NAVY, AIR FORCE, & COAST GUARD

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275ZSTAINLESS STEEL

ANCHOR, TYP.

ALUMINUM THREADED STUDS, TYP.

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

SALVAGED

MANUFACTURED

STONE, TYP.

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275U STAINLESS STEEL

ANCHOR, TYP.

DA DC

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

GordonPROGRAMMING 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 07/31/2020

COMMITTAL SERVICE SHELTER

SERVICE EMBLEM DETAILS 2

CI751

1" = 1'-0"

STONE PANEL DETAIL3

1" = 1'-0"

DEMOLITION ELEVATION COLUMBARIUM COMMITTAL SERVICE SHELTER1

1'0 6"3"

DLM JDB

1" = 1'-0"

COMMITTAL SERVICE SHELTERS 1 & 2 SECTION5 1'0 6"3"

1" = 1'-0"

COLUMBARIUM COMMITTAL SERVICE SHELTER SECTION6 1'0 6"3"

1/2" = 1'-0"

SERVICE EMBLEM PLAN (BACK)4 0 1' 2'6"

1" = 1'-0"

WALL ELEVATION COLUMBARIUM COMMITTAL SERVICE SHELTER2 1'0 6"3"

D C

A SCUPPER

SCUPPER CL

EMBLEM

E F

CAP TYPE, TYP.

SCUPPER

EMBLEM CL

EMBLEM

SCUPPER

EMBLEM

EXISTING #5 @ 12"

O.C. VERTICAL

EXISTING #4 @ 12" O.C. EW

1'-0" V.I.F.

CONTINUOUS DRIP

SLOT (BOTH SIDES)

EXISTING

MANUFACTURED STONE

VENEER TO REMAIN.

CONTRACTOR TO

PROTECT EXISTING

MANUFACTURED STONE

FROM CONSTRUCTION

OPERATIONS

EXISTING JUNCTION BOX

NEW STONE WALL

CAP; CENTER ON

WALL

1" DIA. X 2" HOLE TO

RECEIVE NEW PIN

NEW 1/2" X 6" TYPE 304 S.S.

PIN, 2 PINS PER CAP; SET

W/NON-METALLIC

NON-SHRINK GROUT, TYP.

2"2"

+/-3"

TYP.

NOTES:

1. CHIPPED OR DAMAGED

EXISTING STONES SHALL

REQUIRE BORAL CULTURED

STONE MASONRY COSMETICS

EXPERT FOR REPAIRS: RICK

CONNER (419) 295-0134.

2. PROVIDE CLEAN, STRAIGHT,

BACKER ROD AND SEALANT

JOINTS BETWEEN STONE CAPS.

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

NEW 1/2" MORTAR JOINT,

COLOR TO MATCH

EXISTING

NEW 3/8" BACKER ROD

AND SEALANT JOINTS AT

VERTICAL CAP JOINTS,

TYP.

SERVICE EMBLEMS

THIS SIDE OF WALL

R58'-7" R56'-9"

R56'-10"

R56'-10 12 "

R58'-6"

R58'-5 12 "

4'-6"

2' -0

16"

1" 1"

16"

PLAN - TYPE A

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

DRIP SLOT (BELOW), TYP.

NOTE:

DIMENSIONS PROVIDED BASED ON

RECORD DRAWINGS OF ASSEMBLY

AREA WALL. VERIFY IN FIELD ACTUAL

CONSTRUCTED CONDITION PRIOR TO

SHOP DRAWING SUBMITTAL.

CI760 SIM.

2' -0

11 2" 3 16" 11

5'-3"

16"

R58'-7"

R58'-6"

R58'-5 12 "

R56'-9" R56'-10"

R56'-10 12 "

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

DRIP SLOT (BELOW), TYP.

1" 1"

PLAN - TYPE B

NOTE:

DIMENSIONS PROVIDED BASED ON

RECORD DRAWINGS OF ASSEMBLY

AREA WALL. VERIFY IN FIELD ACTUAL

CONSTRUCTED CONDITION PRIOR TO

SHOP DRAWING SUBMITTAL.

CI760 SIM.

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

DRIP SLOT (BELOW), TYP.

.90°

V.I.F

2' -0

5'-0" 8"

16"

64.10°

V.I.F.90 .00

TYP.

PLAN - TYPE C

NOTE:

DIMENSIONS PROVIDED BASED ON RECORD DRAWINGS OF

ASSEMBLY AREA WALL. VERIFY IN FIELD ACTUAL CONSTRUCTED

CONDITION PRIOR TO SHOP DRAWING SUBMITTAL.

CI760

90.00°TYP.

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

CONTINUOUS DRIP SLOT

(BELOW), TYP.

4'-6"

2' -0

PLAN - TYPE D

NOTE:

DIMENSIONS PROVIDED BASED ON RECORD DRAWINGS OF

ASSEMBLY AREA WALL. VERIFY IN FIELD ACTUAL CONSTRUCTED

CONDITION PRIOR TO SHOP DRAWING SUBMITTAL.

CI760 SIM.

PLAN - TYPE E

CI760 SIM.2" 25

16"

5'-6"

1" 1"

2' -0

11 2" 1"

1'-115 16"

R58'-5 12 "

R58'-6"

R58'-7"

NOTE:

DIMENSIONS PROVIDED BASED ON RECORD

DRAWINGS OF ASSEMBLY AREA WALL. VERIFY IN

FIELD ACTUAL CONSTRUCTED CONDITION PRIOR TO

SHOP DRAWING SUBMITTAL.

R56'-10 12 "

R56'-10"

R56'-9"

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

DRIP SLOT (BELOW), TYP.

2' -0

5'-0"

PLAN - TYPE F

NOTE:

DIMENSIONS PROVIDED BASED ON RECORD DRAWINGS OF

ASSEMBLY AREA WALL. VERIFY IN FIELD ACTUAL CONSTRUCTED

CONDITION PRIOR TO SHOP DRAWING SUBMITTAL.

CI760

1" 1"

.00

TYP.115.90°V.I.F.

.10

I.F

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

DRIP SLOT (BELOW), TYP.

SAWN BLANK EDGE, TYP.

INDIANA LIMESTONE CAP:

COLOR BUFF, HONED

FINISH

CONTINUOUS

DRIP SLOT

(BELOW), TYP.

4'-6"

2' -0

90.00°TYP.

PLAN - TYPE G

NOTE:

DIMENSIONS PROVIDED BASED ON RECORD DRAWINGS OF

ASSEMBLY AREA WALL. VERIFY IN FIELD ACTUAL CONSTRUCTED

CONDITION PRIOR TO SHOP DRAWING SUBMITTAL.

CI760 SIM.

2'-0"

41 2"

R 14 " R

NOTE:

CAP PIECES THAT DO NOT MEET THESE REQUIREMENTS

WILL BE REJECTED AT THE CONTRACTOR'S EXPENSE.

CAP CHIPS LARGE THAN 1/4" DIAMETER WILL BE

REJECTED AT CONTRACTOR'S EXPENSE.

INDIANA LIMESTONE CAP.

COLOR BUFF, FINISH HONED

CONTINUOUS DRIP SLOT,

STRAIGHT AND CONSISTENT

IN DEPTH AND WIDTH, TYP.

3 8" T

MINIMUM TWO (2)

S.S. PINS PER CAP

SAWN BLANK EDGE

1" 1"

WASH

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

GordonPROGRAMMING 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 07/31/2020

ASSEMBLY AREA WALL CAP

REPLACEMENT DETAILS

CI760

KEY MAP

3/16" = 1'-0"

ASSEMBLY AREA CAP PLAN ENLARGEMENT1 0 5'3'1'

NORTH

1" = 1'-0"

CAP SETTING DETAIL2 1'0 6"3"

DLM JDB

ASSEMBLY AREA

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE A3 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE B4 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE C5 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE D6 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE E8 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE F9 8"0 4"2"

1 1/2" = 1'-0"

ASSEMBLY AREA CAP TYPE G10 8"0 4"2"

3" = 1'-0"

ASSEMBLY AREA CAP SECTION7 0 4"1" 2" NORTH

L-108

L-108 L-108

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

NORTH

L-100

OVERALL PLANTING PLAN

L-101

L-102

L-103

L-104

L-105

L-106

L-107

00 200' 400'

SCALE: 1" = 200'-0"

L-108

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

AutoCAD SHX Text

COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text F

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

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COLUMBARIUM WALLS 48-93 ROAD

AutoCAD SHX Text

LAKE MICHIGAN DRIVE

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LAKE ONTARIO DRIVE

AutoCAD SHX Text

UNION LAKE LANE

AutoCAD SHX Text

UNION LAKE LANE

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text P

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

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FFE

AutoCAD SHX Text

AutoCAD SHX Text 925.99

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FFE

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AutoCAD SHX Text

AutoCAD SHX Text I

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AutoCAD SHX Text S

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AutoCAD SHX Text I

AutoCAD SHX Text

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AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text 926.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text

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AutoCAD SHX Text I

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AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

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FFE

AutoCAD SHX Text T

AutoCAD SHX Text

WATER WELL

AutoCAD SHX Text W

AutoCAD SHX Text

ELECTRICAL RECEPTACLE

AutoCAD SHX Text

W W

W G

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

PLANTING PLAN AREA 1

LIMITS OF

CONSTRUCTION (TYP)

KEY MAP

not to scale

L-101

88°

L-101

MATCHLINE - SEE SHEET L-102

(14) SUGAR MAPLE (TYP) TO

MATCH EXISTING ALONG

CORTEGE DRIVE, CENTERED

BETWEEN FLAGPOLES

ENLARGEMENT A - SEE SHEET L-108

NORTH

00 30' 60'

SCALE: 1" = 30'-0"

FLAGPOLE, REF CIVIL PLANS (TYP)

15' OFFSET (TYP)

L-102

L-103

L-104

L-105

L-106

L-107

L-108

LIMITS OF

GRADING (TYP)

TURF (SEED)

LEGEND

TURF (SOD)

JAPANESE ZELKOVA

RED SUNSET MAPLE

SAUCER MAGNOLIA

THORNLESS HONEY LOCUST

NORWAY SPRUCE

WHITE FIR

NORTHERN RED OAK

EASTERN MAGNOLIA

TURF, SOD

HUMMINGBIRD SUMMERSWEET

TARTARIAN DOGWOOD

GREEN LANE EUONYMUS

JAPANESE YEW

NORTHERN RED OAK

THORNLESS HONEY LOCUST

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text 930.00

AutoCAD SHX Text

FFE

AutoCAD SHX Text 930.02

AutoCAD SHX Text

FFE

AutoCAD SHX Text T

AutoCAD SHX Text

WATER WELL

AutoCAD SHX Text W

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 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-102

PLANTING PLAN AREA 2

LIMITS OF

CONSTRUCTION (TYP)

KEY MAP

not to scale

88°

L-102

MATCHLINE - SEE SHEET L-103

MATCHLINE - SEE SHEET L-101

NORTH

00 30' 60'

SCALE: 1" = 30'-0"

(11) JAPANESE YEW (TYP)

(3) WHITE FIR (TYP)

LIMITS OF

CONSTRUCTION (TYP)

L-101

L-103

L-104

L-105

L-106

L-107

L-108

6" WIDTH AND DEPTH V SHAPED

TRENCH BED EDGE (TYP)

LIMITS OF

GRADING (TYP)

TURF, SOD

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 I

AutoCAD SHX Text

AutoCAD…

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File details come from the government source that posted it. Updated Nov 20, 2020.