S02 GLNC Phase II - Plans_Part22.pdf
PDF 15 MB Posted
- Solicitation number
- 36C10F20R0098
About this file
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 with integral headstone support boxes, garden niche and terrace sites, columbarium niches, access roads and parking, a new committal service shelter, grading, drainage, landscaping, signage, site furnishings, irrigation, a new satellite public restroom facility, cemetery-wide electrical evaluations and corrections/upgrades, upgrades and improvements to the maintenance complex, security upgrades, re-sealing pavement and sidewalk joints, replacing assembly wall caps, repairing and replacing existing flower watering stations, and energy efficiency upgrades. This 100% set aside solicitation for Service Disabled Veteran Owned Small Businesses will be issued under Solicitation Number 36C10F20R0098 by the Department of Veterans Affairs Office of Construction and Facilities Management located in Gurnee, Illinois.
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SEE DETAIL 4/I-501FOR
ACTUAL MANIFOLD PLUMBING
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PROTECT EXISTING MAINLINE AND
REMOTE CONTROL VALVES. REMOVE 6
SPRINKLERS. REPLACE WITH POP-UP
SPRAY SPRINKLERS WITH LATERAL
CONNECTING TO EXISTING LATERAL PIPE.
NO KNOW N
EXISTING
IRRIGATION IN
THIS AREA
CONNECT TO
EXISTING LATER
PIPE
EXISTING IRRIGATION NOT
SHOWN ON RECORD DRAWINGS,
LOCATE EXISTING REMOTE
CONTROL VALVE ASSEMBLY FOR
IRRIGATION MAIN LOCATION.
INSTALL NEW REMOTE CONTROL
VAVLE AND iNSTALL NEW
IRRIGATION TO EASTABLISH
TURF AS SHOWN. TI IE VAVLE TO
CONTROLLER SPARE WIRE. iF
SPARE WIRE IS NOT OPERABLE
USE BATTERY OPERATED
SOLENOID FOR ESTABLISHMENT.
LOCATE VALVE CLUSTERS
AS CLOSE TO THE EDGE OF
BURIAL SECTIONS AS
POSSIBLE,LOCATIONS
SHOWN FOR GRAPHIC
CLARITY
ROUTE FWS WATER LINE SLEEVE THROUGH
LANDSCAPE, SHOWN OUTSIDE FOR GRAPHIC
CLARITY
SEE DETAIL 4/I-501FOR
ACTUAL MANIFOLD PLUMBING
ADD ALTERNATE #1.
IF ADD ALT IS NOT ACCEPTED
INSTALL MAINLINE, ISOLATION GATE
VALES, AND SLEEVING ONLY.
OTHERWISE INSTALL AS SHOWN.
ADD ALTERNATE #2.
IF ADD ALT IS NOT ACCEPTED DO NOT
INSTALL SPRINKLER ZONE.
OTHERWISE INSTALL AS SHOWN
ADD ALTERNATE #1.
IF ADD ALT IS NOT ACCEPTED
INSTALL MAINLINE, ISOLATION GATE
VALES, AND SLEEVING ONLY.
OTHERWISE INSTALL AS SHOWN.
ADD ALTERNATE # 2.
IF ADD ALT IS NOT ACCEPTED, DO NOT
INSTALL MAINLINE CONNECTION.
OTHERWISE, INSTALL AS SHOWN.
ADD ALTERNATE #3.
IF ADD ALT IS NOT ACCEPTED
PROTECT EXISTING IRRIGATION.
OTHERWISE INSTALL AS SHOWN.
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 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-110
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
JO
HN D. LEONARD
7/31/20
IRRIGATION PLAN
1" =
30' 0' 15' 30' 60'
30'
LEGEND
Q
3 3
2"
7 8
MATCHLINE SEE PAGE I-107
MA
TC
HL
IN
E
SE
E
PA
GE
I-
CONSTRUCTION NOTES
I-101
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I-103 I-104
I-105 I-106 I-107
I-110I-109I-108
KEY MAP NOT TO SCALE
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AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
ST
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
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
AC
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text W
AutoCAD SHX Text
ELECTRICAL RECEPTACLE
AutoCAD SHX Text
RIM EL 925.40
AutoCAD SHX Text
DB-N 81 (18")
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
ELEV 921.00
AutoCAD SHX Text
10" ES - 24
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
PVC
AutoCAD SHX Text 10"
AutoCAD SHX Text
PVC
AutoCAD SHX Text 10"
AutoCAD SHX Text
ELEV 918.80
AutoCAD SHX Text
10" ES - 22
AutoCAD SHX Text
CB-C - 30 (2')
AutoCAD SHX Text
RCP
AutoCAD SHX Text 12"
AutoCAD SHX Text
RCP
AutoCAD SHX Text 12"
AutoCAD SHX Text
RIM EL 921.38
AutoCAD SHX Text
CB-C - 35 (4')
AutoCAD SHX Text
ELEV 918.60
AutoCAD SHX Text
12" ES - 11
AutoCAD SHX Text
ELEV 909.80
AutoCAD SHX Text
18" ES - 13
AutoCAD SHX Text
RIM EL 927.83
AutoCAD SHX Text
CB-C - 19 (4)
AutoCAD SHX Text
RIM EL 927.84
AutoCAD SHX Text
CB-C - 18 (2)
AutoCAD SHX Text
ELEV 913.40
AutoCAD SHX Text
24" ES - 09
AutoCAD SHX Text
RIM EL 932.20
AutoCAD SHX Text
MH-B - 77 (4')
AutoCAD SHX Text
RIM EL 928.90
AutoCAD SHX Text
MH-B - 78 (4')
AutoCAD SHX Text
RIM EL 926.37
AutoCAD SHX Text
CB-C - 16 (4)
AutoCAD SHX Text
RIM EL 926.37
AutoCAD SHX Text
CB-C - 17 (5)
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 54 (2')
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 53 (2')
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 52 (2')
AutoCAD SHX Text
ELEV 913.00
AutoCAD SHX Text
18" ES - 12
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
RIM EL 919.35
AutoCAD SHX Text
CB-C - 36 (4')
AutoCAD SHX Text
RIM EL 928.00
AutoCAD SHX Text
CB-C - 29 (4')
AutoCAD SHX Text
RIM EL 928.78
AutoCAD SHX Text
CB-C - 32 (4')
AutoCAD SHX Text
RIM EL 928.30
AutoCAD SHX Text
CB-C - 31 (4')
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text 15"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text (61118009)
AutoCAD SHX Text
RIM=923.00
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
ST
AutoCAD SHX Text
RIM=928.31
AutoCAD SHX Text
(61118001) RIM=927.18
AutoCAD SHX Text
(61118002) RIM=926.38
AutoCAD SHX Text
RIM=926.11
AutoCAD SHX Text (61118003)
AutoCAD SHX Text
(61118004) RIM=927.14
AutoCAD SHX Text
(61118005) RIM=926.55
AutoCAD SHX Text
(61118006) RIM=927.18
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
EX. BURIAL SECTION 12A
AutoCAD SHX Text
EX. BURIAL SECTION 12B
AutoCAD SHX Text
EX. BURIAL SECTION 11
AutoCAD SHX Text
EX. BURIAL SECTION 11
AutoCAD SHX Text
EX. BURIAL SECTION 12B
AutoCAD SHX Text
EX. BURIAL SECTION 12A
AutoCAD SHX Text
EX. BURIAL SECTION 6
AutoCAD SHX Text
EX. BURIAL SECTION 7
AutoCAD SHX Text
EX. ARCHEOLOGICAL SITE (NOT TO BE DISTURBED UNDER ANY CIRCUMSTANCES)
AutoCAD SHX Text
EX. PUBLIC INFORMATION CENTER/ADMINISTRATION BUILDING
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
EX. ASSEMBLY AREA
AutoCAD SHX Text
EX. PUMP HOUSE
AutoCAD SHX Text
EX. HONOR GUARD BUILDING
AutoCAD SHX Text
EX. HONOR GUARD BUILDING DRAINFIELD
AutoCAD SHX Text
EX. COMMITTAL SERVICE SHELTER 1
AutoCAD SHX Text
EX. COMMITTAL SERVICE SHELTER 2
AutoCAD SHX Text
EX. BURIAL SECTION 13
AutoCAD SHX Text
EX. BURIAL SECTION 14
AutoCAD SHX Text
EX. BURIAL SECTION 17
AutoCAD SHX Text
EX. BURIAL SECTION 18
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
EX. BURIAL SECTION 18
AutoCAD SHX Text
EX. BURIAL SECTION 16
AutoCAD SHX Text
EX. CARILLON TOWER
AutoCAD SHX Text
EX. SCATTERING GARDEN
AutoCAD SHX Text
EX. COLUMBARIUM B WALLS 16-21
AutoCAD SHX Text
EX. COLUMBARIUM B WALLS 8-15
AutoCAD SHX Text
EX. COLUMBARIUM C
AutoCAD SHX Text
EX. MEMORIAL SECTION 1
AutoCAD SHX Text
EX. STORAGE STRUCTURE
AutoCAD SHX Text T
AutoCAD SHX Text
ST
AutoCAD SHX Text
CP
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
COLUMBARIUM WALLS 48-93 ROAD
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
COLUMBARIUM WALLS 48-93 ROAD
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
LAKE ONTARIO DRIVE
AutoCAD SHX Text
UNION LAKE LANE
AutoCAD SHX Text
UNION LAKE LANE
AutoCAD SHX Text 12"
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text 925.97
AutoCAD SHX Text
FFE
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text
(13502) RIM=918.11
AutoCAD SHX Text
RIM=928.02
AutoCAD SHX Text (14041)
AutoCAD SHX Text
RIM=927.86
AutoCAD SHX Text (14042)
AutoCAD SHX Text
ST
AutoCAD SHX Text
RIM=919.35
AutoCAD SHX Text (14253)
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text
RIM=920.28
AutoCAD SHX Text (13818)
AutoCAD SHX Text
(14658) RIM=919.80
AutoCAD SHX Text I
AutoCAD SHX Text
RIM=924.18
AutoCAD SHX Text (14080)
AutoCAD SHX Text
RIM=924.07
AutoCAD SHX Text (14081)
AutoCAD SHX Text
ST
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 18"
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
ST
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
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
AC
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text W
AutoCAD SHX Text
ELECTRICAL RECEPTACLE
AutoCAD SHX Text
RIM EL 925.40
AutoCAD SHX Text
DB-N 81 (18")
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
ELEV 921.00
AutoCAD SHX Text
10" ES - 24
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
PVC
AutoCAD SHX Text 10"
AutoCAD SHX Text
PVC
AutoCAD SHX Text 10"
AutoCAD SHX Text
ELEV 918.80
AutoCAD SHX Text
10" ES - 22
AutoCAD SHX Text
CB-C - 30 (2')
AutoCAD SHX Text
RCP
AutoCAD SHX Text 12"
AutoCAD SHX Text
RCP
AutoCAD SHX Text 12"
AutoCAD SHX Text
RIM EL 921.38
AutoCAD SHX Text
CB-C - 35 (4')
AutoCAD SHX Text
ELEV 918.60
AutoCAD SHX Text
12" ES - 11
AutoCAD SHX Text
ELEV 909.80
AutoCAD SHX Text
18" ES - 13
AutoCAD SHX Text
RIM EL 927.83
AutoCAD SHX Text
CB-C - 19 (4)
AutoCAD SHX Text
RIM EL 927.84
AutoCAD SHX Text
CB-C - 18 (2)
AutoCAD SHX Text
ELEV 913.40
AutoCAD SHX Text
24" ES - 09
AutoCAD SHX Text
RIM EL 932.20
AutoCAD SHX Text
MH-B - 77 (4')
AutoCAD SHX Text
RIM EL 928.90
AutoCAD SHX Text
MH-B - 78 (4')
AutoCAD SHX Text
RIM EL 926.37
AutoCAD SHX Text
CB-C - 16 (4)
AutoCAD SHX Text
RIM EL 926.37
AutoCAD SHX Text
CB-C - 17 (5)
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 54 (2')
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 53 (2')
AutoCAD SHX Text
RIM 924.00
AutoCAD SHX Text
CB - 52 (2')
AutoCAD SHX Text
ELEV 913.00
AutoCAD SHX Text
18" ES - 12
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
(M FLAT)
AutoCAD SHX Text
EJIW 1750
AutoCAD SHX Text
RIM EL 919.35
AutoCAD SHX Text
CB-C - 36 (4')
AutoCAD SHX Text
RIM EL 928.00
AutoCAD SHX Text
CB-C - 29 (4')
AutoCAD SHX Text
RIM EL 928.78
AutoCAD SHX Text
CB-C - 32 (4')
AutoCAD SHX Text
RIM EL 928.30
AutoCAD SHX Text
CB-C - 31 (4')
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text 15"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text (61118009)
AutoCAD SHX Text
RIM=923.00
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
ST
AutoCAD SHX Text
RIM=928.31
AutoCAD SHX Text
(61118001) RIM=927.18
AutoCAD SHX Text
(61118002) RIM=926.38
AutoCAD SHX Text
RIM=926.11
AutoCAD SHX Text (61118003)
AutoCAD SHX Text
(61118004) RIM=927.14
AutoCAD SHX Text
(61118005) RIM=926.55
AutoCAD SHX Text
(61118006) RIM=927.18
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
EX. BURIAL SECTION 12A
AutoCAD SHX Text
EX. BURIAL SECTION 12B
AutoCAD SHX Text
EX. BURIAL SECTION 11
AutoCAD SHX Text
EX. BURIAL SECTION 11
AutoCAD SHX Text
EX. BURIAL SECTION 12B
AutoCAD SHX Text
EX. BURIAL SECTION 12A
AutoCAD SHX Text
EX. BURIAL SECTION 6
AutoCAD SHX Text
EX. BURIAL SECTION 7
AutoCAD SHX Text
EX. ARCHEOLOGICAL SITE (NOT TO BE DISTURBED UNDER ANY CIRCUMSTANCES)
AutoCAD SHX Text
EX. PUBLIC INFORMATION CENTER/ADMINISTRATION BUILDING
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
EX. ASSEMBLY AREA
AutoCAD SHX Text
EX. PUMP HOUSE
AutoCAD SHX Text
EX. HONOR GUARD BUILDING
AutoCAD SHX Text
EX. HONOR GUARD BUILDING DRAINFIELD
AutoCAD SHX Text
EX. COMMITTAL SERVICE SHELTER 1
AutoCAD SHX Text
EX. COMMITTAL SERVICE SHELTER 2
AutoCAD SHX Text
EX. BURIAL SECTION 13
AutoCAD SHX Text
EX. BURIAL SECTION 14
AutoCAD SHX Text
EX. BURIAL SECTION 17
AutoCAD SHX Text
EX. BURIAL SECTION 18
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
EX. BURIAL SECTION 18
AutoCAD SHX Text
EX. BURIAL SECTION 16
AutoCAD SHX Text
EX. CARILLON TOWER
AutoCAD SHX Text
EX. SCATTERING GARDEN
AutoCAD SHX Text
EX. COLUMBARIUM B WALLS 16-21
AutoCAD SHX Text
EX. COLUMBARIUM B WALLS 8-15
AutoCAD SHX Text
EX. COLUMBARIUM C
AutoCAD SHX Text
EX. MEMORIAL SECTION 1
AutoCAD SHX Text
EX. STORAGE STRUCTURE
AutoCAD SHX Text T
AutoCAD SHX Text
ST
AutoCAD SHX Text
CP
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
COLUMBARIUM WALLS 48-93 ROAD
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
COLUMBARIUM WALLS 48-93 ROAD
AutoCAD SHX Text
LAKE MICHIGAN DRIVE
AutoCAD SHX Text
LAKE ONTARIO DRIVE
AutoCAD SHX Text
UNION LAKE LANE
AutoCAD SHX Text
UNION LAKE LANE
AutoCAD SHX Text 15V
AutoCAD SHX Text 15V
AutoCAD SHX Text E
AutoCAD SHX Text S mailto:dsalvador@aquaengr.com AutoCAD SHX Text
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
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
1. PIPE LAYOUT IS SCHEMATIC. CONTRACTOR TO PROVIDE SHOP DRAWINGS PIPE LAYOUT IS SCHEMATIC. CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING ACTUAL PIPE ROUTING. 2. NO TREE ROOT BALL SHALL BE WITHIN 4-FEET OF IRRIGATION NO TREE ROOT BALL SHALL BE WITHIN 4-FEET OF IRRIGATION MAINLINE. COORDINATE MAINLINE LOCATION WITH TREE LOCATIONS.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 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-501
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
JO
HN D. LEONARD
7/31/20
IRRIGATION DETAILS
N.T.S
AIR/VACUUM RELIEF VALVE ASSEMBLY1 N.T.S
ISOLATION GATE VALVE ASSEMBLY2 N.T.S
QUICK COUPLER VALVE ASSEMBLY3
N.T.S
REMOTE CONTROL VALVE ASSEMBLY4
MAINLINE PIPE
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT
WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
mailto:dsalvador@aquaengr.com AutoCAD SHX Text
2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text
2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text
2-INCH STAINLESS STEEL BALL VALVE
AutoCAD SHX Text
AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
PLASTIC VALVE BOX WITH BLACK LID SIZE 16" X 21"
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
DUCTILE IRON SERVICE TEE
AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. LABEL VALVE BOX COVER PER SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR PIPE DEPTH.
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text
DUCTILE IRON FLANGE
AutoCAD SHX Text
#4 REBAR, TWO BARS WRAPPED OVER VALVE AND SECURED BY CONCRETE BLOCK
AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. INSTALL A 4-INCH THICK CONCRETE PAD BELOW VALVE WITH NO. 4 REBAR WHEN USING PUSH-ON TYPE VALVES. 3. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 4. ANCHOR ISOLATION VALVE TO CONCRETE BY BENDING REBAR OVER EACH END OF VALVE AND EXTENDING A MINIMUM OF 6-INCHES INTO CONCRETE SUPPORT BLOCK. 5. WRAP VALVE ENDS AND BODY IN 3 MIL. PLASTIC PRIOR TO POURING CONCRETE. 6. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE. ONLY THE BOTTOM OF THE ISOLATION GATE VALVE TO BE IN CONTACT WITH CONCRETE. 7. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 8. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
10-INCH ROUND VALVE BOX W/BLACK LID
AutoCAD SHX Text
6-INCH CORRUGATED PIPE: ADVANCED DRAINAGE SYSTEMS OR EQUAL (LENGTH AS REQUIRED)
AutoCAD SHX Text
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)
AutoCAD SHX Text
RESILIENT WEDGE GATE VALVE CONFORMING TO AWWA C-509 STANDARDS
AutoCAD SHX Text
3 MIL. PLASTIC WRAP WITH TAPED ENDS
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPEIN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text MIPT x MIPT TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL
AutoCAD SHX Text
1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH
AutoCAD SHX Text
PVC SCH 40 COUPLING
AutoCAD SHX Text
PVC SCH 80 NIPPLE (2-INCH)
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
GRAVEL TO TOP OF ANCHOR
AutoCAD SHX Text
HARCO QUICK COUPLER ANCHOR
AutoCAD SHX Text
VALVE BOX WITH BLACK LID
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text FOR MANIFOLDS: 1. SPACE VALVES A UNIFORM DISTANCE APART. 2. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST. 3. NO MORE THAN 4 REMOTE CONTROL VALVES MAY BE ON THE SAME ISOLATION MANIFOLD. 4. VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS. 5. USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
STANDARD VALVE BOX
AutoCAD SHX Text
SCH 80 SOLVENT
AutoCAD SHX Text
SCH 40 PVC
AutoCAD SHX Text NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTECONTROL VALVE ASSEMBLY. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7. BRAND VALVE BOX LID PER SPECIFICATIONS. 8. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.
AutoCAD SHX Text
REMOTE CONTROL VALVE
AutoCAD SHX Text
STANDARD POLYMER CONCRETE VALVE BOX WITH CONCRETE LID
AutoCAD SHX Text
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
AutoCAD SHX Text
PVC SCH 40 MALE ADAPTER
AutoCAD SHX Text
PVC SCH 80 CLOSE NIPPLE
AutoCAD SHX Text
PVC MAINLINE
AutoCAD SHX Text DUCTILE IRON GASKETED LATERAL SWIVEL TEE WITH 2-INCH OUTLET SHOWN FOR SINGLE VALVE.
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text
SCH. 80 PVC TOE NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text LEEMCO LV212/218 2-INCH DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT (MATCH EXISTING ISOLATION VALVE)
AutoCAD SHX Text
SECONDARY 24VAC IRRIGATION WIRING
AutoCAD SHX Text
WIRE CONNECTOR, TYP
AutoCAD SHX Text
CHRISTY ID TAG
AutoCAD SHX Text
PVC LATERAL PIPE TRANSITION TO 18" OF COVER
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
PVC SCH 80 UNION
AutoCAD SHX Text
2.5-INCH SCH 40 PVC FROM ANGLE VALVE
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text
2.5-INCH PVC SCH 40 PIPE TO REMOTE CONTROL VALVE RCV MANIFOLD
AutoCAD SHX Text
10-INCH ROUND VALVE BOX WITH VALVE BOX EXTENSIONS AND BLACK LID
AutoCAD SHX Text
DECODER
SCH 80 EL HIDDEN
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 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-502
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
JO
HN D. LEONARD
7/31/20
IRRIGATION DETAILS
N.T.S
PRE-PLACED CRYPT SPRINKLER PLACEMENT DETAIL1 N.T.S
IN-GROUND CREMAINS SPRINKLER PLACEMENT DETAIL2
N.T.S
PIPE FITTINGS AND SLEEVE DETAILS4N.T.S
TRENCH SCHEMATIC3
IRRIGATION
AISLE BOUNDARY
8"
4'
PIPE FITTING WITH JOINT RESTRAINT AT ALL CHANGES OF DIRECTION, TYPICAL
11.25° BEND (IPS)
(PJ x PJ)
TEE w/ REDUCER IN
BRANCH & RUN (IPS)
(PJ x PJ x PJ)
45° BEND (IPS)
(PJ x PJ)
22.5° BEND (IPS)
(PJ x PJ)
TEE (IPS)
(PJ x PJ x PJ)
90° BEND (IPS)
(PJ x PJ)
REDUCER (IPS)
(PJ x PJ)
PIPE BELL
N.T.S
POP-UP SPRAY ASSEMBLY5
mailto:dsalvador@aquaengr.com AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES
AutoCAD SHX Text
PVC SCH. 40 SOLVENT WELD SERVICE TEE
AutoCAD SHX Text
PREFABRICATED SWING JOINT
AutoCAD SHX Text
6-INCH NIPPLE
AutoCAD SHX Text
GRID MONUMENT
AutoCAD SHX Text NOTES: 1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH LOCATION IN THE CORRECT LOCATION WITHIN AISLES. 2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE OF OF AISLE.
AutoCAD SHX Text NOTE: 1. INSTALL LATERAL PIPE BETWEEN THE PRE-PLACED CRYPTS IN WATER AISLES, 4-INCHES BELOW THE TOP OF PRE-PLACED CRYPT LID.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
WATER AISLE
AutoCAD SHX Text
LATERAL PIPE
AutoCAD SHX Text
CRYPT
AutoCAD SHX Text
TOP OF LID
AutoCAD SHX Text
TOP OF LID
AutoCAD SHX Text
CRYPT
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text
6-INCH NIPPLE
AutoCAD SHX Text
PREFABRICATED SWING JOINT
AutoCAD SHX Text
LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES
AutoCAD SHX Text
PVC SCH. 40 SOLVENT WELD TEE
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
GRID MONUMENT
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text NOTE: 1. REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGE DEPTH TO BURIED PIPE AND WIRE.
AutoCAD SHX Text
COMMUNICATION CABLE - NONE (R.F)
AutoCAD SHX Text
24VAC CONTROL WIRE BUNDLE
AutoCAD SHX Text
MAINLINE PIPE
AutoCAD SHX Text
2-INCH WARNING TAPE, DETECTABLE, BLUE,"CAUTION RAW WATER LINE BURIED BELOW"
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
LATERAL PIPE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text NOTES: 1. INSTALL 4-INCH POP-UP HEIGHT IN TURF AREAS. 2. INSTALL 12-INCH POP-UP HEIGHT IN LANDSCAPED AREAS. 3. USE NO MORE THAN 24 INCHES OF SWING PIPE PER SPRINKLER.
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text
POP-UP SPRAY SPRINKLER
AutoCAD SHX Text 1/2-INCH MALE NPT x .490 INCH BARB EL:
AutoCAD SHX Text
PVC SCH 40 TEE OR EL
AutoCAD SHX Text
SWING PIPE, MAX 30-INCH LENGTH:
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. PROVIDE RESTRAINED CASING SPACERS AT ALL PIPE BELL
AutoCAD SHX Text
JOINTS AND NO MORE THAN 10' APART PER CASING SPACER
AutoCAD SHX Text
(INCHES)
AutoCAD SHX Text
PIPE SIZE
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
(INCHES)
AutoCAD SHX Text
SLEEVE SIZE
AutoCAD SHX Text
MINIMUM CASING
AutoCAD SHX Text
MANUFACTURER'S RECOMMENDATION.
AutoCAD SHX Text
2. BLOW SAND IN ENDS OF SLEEVE TO SEAL SLEEVE ENDS.
AutoCAD SHX Text
AutoCAD SHX Text 15.0
AutoCAD SHX Text
AutoCAD SHX Text 18.0
AutoCAD SHX Text
RUNNER SUPPORTS
AutoCAD SHX Text
RUNNERS
AutoCAD SHX Text
PVC SLEEVE
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
CLAMPING BOLTS/NUTS
AutoCAD SHX Text
RESTRAINER BODY
AutoCAD SHX Text
RESTRAINING RODS/NUTS
AutoCAD SHX Text
BLOWN SAND BOTH ENDS
AutoCAD SHX Text
WIRE SLEEVE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 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-503
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
JO
HN D. LEONARD
7/31/20
IRRIGATION DETAILS
N.T.S
POP-UP ROTOR ASSEMBLY1
N.T.S
FLOWER WATER STATION3
ENCAPSULATED IN WATER PROOF
SPLICE CAP. DBR/Y-6
Turf-4" or top
3 root zone
12" WIRE BURY OR PER NEC
LAWN OR SURFACE TREATMENT
FINISHED GRADE
SENSOR - SET LENGTH HORIZONTALLY AND BLADE IN
VERTICAL POSITION WITH SLEEVED WIRES OUT OF BOTTOM
SLEEVED WIRES FROM SENSOR
SUPPORT BLOCK - 2 REQUIRED
BURY DEPTH
CABLE TO CONTROLLER
N.T.S
SOIL MOISTURE SENSOR ASSEMBLY6N.T.S
CONTROLLER ASSEMBLY4
N.T.S
POP-UP ROTOR ASSEMBLY FOR PPC IRRIGATION AISLE2
N.T.S
CONTROLLER GROUNDING ASSEMBLY5
mailto:dsalvador@aquaengr.com AutoCAD SHX Text 1-INCH TRIPLE TOP PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH MIPT x MIPT
AutoCAD SHX Text
PVC SCH 40 TEE OR EL
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TOABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION.
AutoCAD SHX Text
PVC SCH 40 TEE OR EL
AutoCAD SHX Text 1-INCH TRIPLE TOP PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH MIPT x MIPT
AutoCAD SHX Text
POP-UP ROTOR SPRINKLER
AutoCAD SHX Text
FINISH GRADE /TOP OF MULCH
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
MAINLINE PIPE
AutoCAD SHX Text
6-INCH CORRUGATED PIPE: ADVANCED
AutoCAD SHX Text
REQUIRED)
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
SERVICE TEE
AutoCAD SHX Text
SCH 40 PVC REDUCING MALE ADAPTER (1 OF 2)
AutoCAD SHX Text
STANDARD VALVE BOX WITH BLACK LID
AutoCAD SHX Text
DRAINAGE SYSTEMS OR EQUAL (LENGTH AS
AutoCAD SHX Text
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
AutoCAD SHX Text
3/4-INCH THREADED CURB STOP VALVE
AutoCAD SHX Text
SCH 40 PVC 1-INCH
AutoCAD SHX Text
MALE ADAPTER
AutoCAD SHX Text
1-INCH CL 200 PVC PIPE
AutoCAD SHX Text
BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
ADJUSTABLE PRESSURE REGULATOR
AutoCAD SHX Text
PVC SCH. 80 NIPPLE
AutoCAD SHX Text 3/4" x 1/2" COPPER
AutoCAD SHX Text
MALE ADAPTOR
AutoCAD SHX Text
(LENGTH AS REQUIRED)
AutoCAD SHX Text NOTES: 1. CENTER STATION BETWEEN ROTARY SPRINKLERS. 2. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
1/2-INCH COPPER TUBING FROM
AutoCAD SHX Text
EDGE OF CONCRETE PAD TO SWEEP EL
AutoCAD SHX Text 2%%%
AutoCAD SHX Text
PVC SCH 80 CLOSE NIPPLE
AutoCAD SHX Text
PVC SCH 80 UNION
AutoCAD SHX Text
SOLVENT WELD PIPE AND SWEEP EL
AutoCAD SHX Text
REFER TO L-502 FOR ADDITIONAL INFORMATION ON HYDRANT INSTALLATION
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL
AutoCAD SHX Text
POP-UP ROTOR SPRINKLER
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OFLATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT.
AutoCAD SHX Text 1-INCH UNITIZED TRIPLE TOP SWING JOINT 12-INCH LAY LENGTH MIPT INLET x MIPT OUTLET; 18-INCH LAY LENGTH IF IN CRYPT SECTIONS
AutoCAD SHX Text 2"
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
36" X 36" CONCRETE PAD
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
2-INCH CONDUIT WITH 115V POWER
AutoCAD SHX Text
CONDUCTORS PER LOCAL &
AutoCAD SHX Text
NATIONAL ELECTRICAL CODES
AutoCAD SHX Text
AND ENCLOSURE
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
IRRIGATION CONTROLLER
AutoCAD SHX Text
2-INCH CONDUIT AND SWEEP EL
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FOR CONTROL WIRES
AutoCAD SHX Text NOTES: 1. IN ACCORDANCE WITH AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 "FOR EARTH GROUNDING ELECTRONICS EQUIPMENT IN IRRIGATION SYSTEMS", SECTION 12 PARAGRAPH 1: "ELECTRONIC EQUIPMENT AND WIRES/CABLES SHALL BE INSTALLED OUTSIDE OF THE SPHERE OF INFLUENCE OF THE GROUNDING GRID. THIS IS NECESSARY TO AVOID RE-INJECTING THE DISCHARGED LIGHTNING ENERGY INTO THE EQUIPMENT AND THE UNDERGROUND WIRES AND CABLES." 2. SEAL OPENING IN TOP OF CONDUITS WITH EXPANDING FOAM AFTER WIRE INSTALLATION.
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10-FOOT COPPER CLAD GROUNDING ROD
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OF BARE COPPER GROUND WIRE.
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COPPER PLATE WITH 10'
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GROUND WIRE CONNECTION
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BRICKS
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ROUND VALVE BOX WITH BLACK LID
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3-INCH MIN DEPTH OF 3/4-INCH
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WASHED GRAVEL
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NOTES:
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1. REFER TO TO IRRIGATION CONTROLLER ASSEMBLY (THIS SHEET) FOR
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ADDITIONAL INFORMATION.
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10-FEET OF AWG BARE COPPER
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GROUND WIRE FROM CONTROLLER,
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2. BRAND VALVE BOX LID PER SPECIFICATIONS.
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TYPICAL
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3. DO NOT ROUTE CONTROL WIRES AND BARE COPPER GROUND WIRE IN COMMON TRENCH.
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GROUNDING ROD
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COPPER PLATE
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CONTROLLER ASSEMBLY
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EARTH CONTACT ENHANCEMENT MATERIAL
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1 BAG, NON-HARDENING
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CONTROL WIRE
CONTROL WIRE
AREA REQUIRING DETAIL
SHEET NUMBER WHERE DETAIL IS DRAWN
DETAIL NUMBER
SECTION INDICATOR
DOOR TAG
ROOM TAG
DRAWING SYMBOLS
ALIGN
THESE 2
ITEMS
WALL / DETAIL SECTION
ENLARGED PLAN CALLOUT INDICATOR
DRAWING STANDARDS
CENTERLINE
SHEET NUMBER WHERE DETAIL IS REFERENCED
PLAN DETAIL INDICATOR
DETAIL NUMBER
TITLE OF DRAWING
SCALE OF INDICATED DRAWING
A-103
SIM
A-101
ROOM
NAME
SCALE:6A View Name 1/8" = 1'-0"
DETAIL SECTION
ELEVATION INDICATOR
NORTH ARROW
ALIGN SYMBOL
DEMOLISH DOOR
EXISTING DOOR
NEW DOOR
DEMOLITION
NEW WORK
EXISTING
DIRECTION OF VIEW
ELEVATION NUMBER
SHEET NUMBER WHERE
ELEVATION IS DRAWN
INTERIOR
A-101
SECTION NUMBER
SHEET NUMBER WHERE
SECTION IS DRAWN
DIRECTION OF VIEW
SECTION NUMBER
SHEET NUMBER WHERE
SECTION IS DRAWN
DIRECTION OF VIEW
6" TO WALL
NEW WALL
DEMO WALL
EXISTING WALL
TO REMAIN
R101 A101
SIM
DETAIL CALLOUT
XXXXX
*SEE WALL
CONSTRUCTION &
TYPE LEGEND FOR
FURTHER DETAIL
1'-0" Ceiling Type Ceiling Finish
CEILING TAG
A101
SIM
SECTION CALLOUT
1t
WINDOW TAG
WALL TAG
GL
MATERIAL KEYNOTE
1 ELEVATION KEYNOTE
1 PLAN KEYNOTE
GBXXX
A101
SIM
R101 A101
SIM
REFERENCE SHEET
ELEVATION NUMBER
EXTERIOR
R-0000
A-0000
SHEET NUMBER
TOILET PARTITION DOOR
S
M
A s
1' X 4' FLUORESCENT PENDENT
LIGHT FIXTURE
EXIT SIGN
2' x 2' FLUORESCENT LIGHT FIXTURE
RETURN DIFFUSER
SUPPLY DIFFUSER
FLUORESCENT RECESSED
DOWNLIGHT LIGHT FIXTURE
2' x 2' ACOUSTICAL CEILING GRID (NEW)
GYPSUM BOARD CEILING/BULKHEAD
FLUORESCENT RECESSED
WALL WASH LIGHT FIXTURE
2' x 2' FLUORESCENT VIDEO
CONFERENCE LIGHT FIXTURE
SUPPLY DIFFUSER
SPEAKERWALL WASH LIGHT FIXTURE
EXISTING 2' x 4' FLUORESCENT LIGHT
FIXTURE
STROBE
2' x 2' ACOUSTICAL CEILING GRID (EXISTING)
M
MOTION SENSOR
MICROPHONE
REFLECTED CEILING PLAN LEGEND
REUSED/ RELOCATED OR NEW 2' x 4'
FLUORESCENT LIGHT FIXTURER
REUSED/ RELOCATED OR NEW 1' X 4'
FLUORESCENT PENDENT LIGHT FIXTURER
SWITCH (DESIGNATION A OR B INDICATES
ALTERNATING SWITCH)
D
DIMMER
4' TWO LAMP FLOURESCENT FIXTURE
E
NEW 2' x 4' FLUORESCENT LIGHT
FIXTURE
DUPLEX ELECTRICAL OUTLET
TELEPHONE/DATA PORT
QUADRAPLEX ELECTRICAL OUTLET
JUNCTION BOX FOR FURNITURE WHIP
AND COMMUNICATION OUTLETS
POWER / COMMUNICATION SYMBOLS
J
MATERIAL SYMBOLS
ACCOUSTICAL CEILING
PLASTER AND GYPSUM
BOARD
ALUMINUM
BRICK
CONCRETE MASONRY
UNIT
EARTH
CONCRETE OR
PRECAST
BATT INSULATION
PLYWOOD
FINISHED WOOD
RIGID INSULATION
STEEL OR IRON
WOOD BLOCKING
1. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/ CONSTRUCTION, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
2. ANY AND ALL ASBESTOS AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION MUST BE REPORTED TO ARCHITECT AND OWNER IMMEDIATELY. SEE ASBESTOS INSPECTION SURVEY AND SPECIFICATION FOR REMOVAL PRIOR TO ABATEMENT WORK.
3. CONFORM TO ALL BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN CONFORMANCE.
4. DASHED LINES INDICATE ITEMS TO BE REMOVED.
5. PROTECT ALL PORTIONS OF EXISTING BUILDING TO REMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERAL CONTRATOR IS RESPONSIBLE
FOR ANY AND ALL DAMAGES CAUSED BY CONTRACTOR & SUBCONTRACTORS.
6. KEEP ALL EXISTING ADJACENT SPACES AND PROPERTIES CLEAN DURING DEMOLITION AND CONSTRUCTION. ANY DEBRIS SHALL BE REMOVED FROM WORK AREAS DAILY. IF REQUIRED, CLOSE OFF EXISTING SUPPLY/RETURN PIPES FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY.
7. WHERE DEMOLITION IS REQUIRED, THE CONTRACTOR SHALL REMOVE ITEMS COMPLETE WITH FASTENERS, ANCHORS, SEALANTS, CAULKING, ADHESIVES, ETC. ADJACENT REMAINING CONSTRUCTION SHALL BE PATCH/REPAIRED IN WORKMANLIKE CONDITION AND PREPAIRED TO RECIEVE NEW
FINISH AS PER ROOM FINISH SCHEDULE.
8. DEMOLITION SHALL BE CAREFULLY COORDINATED WITH THE PLANS, SECTIONS, SCHEDULES AND DETAILS OF THE CONTRACT DOCUMENTS. IT IS THE INTENT OF THE DEMOLITION DRAWINGS TO DELINEATE CONSTRUCTION OR ITEMS TO BE REMOVED/ REWORKED. NEW CONSTRUCTION REQUIRED, AND EXTENT OF DEMOLITION REQUIRED IS DELINEATED FURTHER IN CONTRACT DOCUMENTS.
9. DEMOLITION WORK TO BE COMPLETED BY OTHER TRADES IS SHOWN ON OTHER SHEETS OF THIS SET OF CONTRACT DOCUMENTS. THIS CONTRACTOR SHALL REVIEW THE DEMOLITION WORK OF OTHER TRADES TO ASCERTAIN WHERE SUCH WORK COULD EFFECT THEIR OWN WORK. THE
CONTRACTOR SHOULD ALSO COORDINATE HIS THEIR WORK WITH THE WORK OF OTHER TRADES.
10. PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING MASONRY AND CONCRETE WALLS ( BEARING AND NON BEARING) TO RECEIVE NEW
MASONRY OPENINGS (TYP.) AND PATCH EXISTING FINISHES TO REMAIN.
11. PROTECT ANY NEW OPENING CREATED BY DEMOLITION PRIOR TO CONSTRUCTION OF NEW DOORS, MASONRY INFILL, FIRE RATED PARTITIONS, ETC. (SEE FLOOR PLANS)
12. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL EQUIPMENT REMOVED. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT WILL BE
SALVAGED. DELIVER EQUIPMENT TO LOCATION ON SITE AS DIRECTED BY OWNER.
GENERAL NOTES - DEMOLITION
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
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
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
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 Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
A-001
ARCHITECTURAL SYMBOLS &
ABBREVIATIONS
AEKSJULY 31, 2020
FINAL CONSTRUCTION
DOCUMENTS
150 238
ABBREVIATIONS - ARCHITECTURAL
MER MECH. EQUIPMENT ROOM
MIN MINIMUM
mm MILLIMETER
MO MASONRY OPENING
MPa MEGA PASCAL
MTD MOUNTED
MTL METAL
MULL MULLION
N NORTH
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O.C. ON CENTER
OFD OVERFLOW DRAIN
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
PAC PUBLIC ACCESS CONTROL
PART PARTITION
PED PEDESTRIAN
PKG PACKAGE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PT PRESSURE TREATED
PTD PAINTED
PVMT PAVEMENT
QT QUARRY TILE
R RADIUS
R.O. ROUGH OPENING
RB RUBBER BASE
RCP REFLECTIVE CEILING PLAN
RD ROOF DRAIN
REF REFER, REFERENCE
REFL REFLECTED
REINF REINFORCED
REV…
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