Fort Custer Sign drawings - B&C.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 260000000409 2
- Issued by
- Michigan
About this file
This document set comprises design and construction drawings for the Fort Custer Training Center Signage project prepared by the Michigan Department of Military and Veterans Affairs (DMVA) in partnership with design firms Paradigm Design, Inc. and Matrix Consulting Engineers. The project involves the fabrication and installation of two primary signage structures at Fort Custer in Augusta, Michigan: an "Expert Skills Sign" and a "Training Center Sign." The scope includes detailed architectural, civil, electrical, and landscape plans with specifications for steel structure design, aluminum signage panels, foundation work, site preparation, and lighting installation. The documents indicate a 95% owner review milestone on July 10, 2026, a final owner review on July 21, 2026, and a bids and construction authorization date of July 22, 2026. The project involves site clearing, earth moving, excavation support, utility location and protection, and restoration of all disturbed surfaces and structures to existing conditions.
The signage contractor is responsible for delegated design of steel foundations, final structural sizing and material specifications, shop drawing preparation, and gasketing to separate aluminum and steel components. All steel elements must be painted with specified Sherwin Williams exterior finishes in designated colors and sheen levels, with graffiti-proof clear coat protection applied to all signage. The site lighting design incorporates solar-powered spotlights (15-watt and 30-watt fixtures) with adaptive time-based smart dimming and LED technology at 4000K color temperature. The contractor must obtain all site-related permits, pay associated fees, contact Miss Dig for utility location verification, pothole existing utilities to verify locations, and ensure all discrepancies between plans and field conditions are reported to the design engineer. Key project contacts include Jon Jorgensen (DMVA Programming Manager) and Melissa Mead (DMVA Construction Observations).
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CLIENT:
DEPARTMENT OF MILITARY AND VETERANS
AFFAIRS
CAMP GRAYLING, GRAYLING MI
MILICON PROGRAMMING MANAGER
PHONE: 503-351-0830
CONTACT: JON JORGENSEN
EMAIL: JORGENSENJ@MICHIGAN.GOV
DMVA CONSTRUCTION OBSERVATIONS
PHONE: 989-390-0763
CONTACT: MELISSA MEAD
EMAIL: MEADM4@MICHIGAN.GOV
CIVIL ENGINEER:
PARADIGM DESIGN, INC.
415 LEONARD ST SUITE 200
GRAND RAPIDS, MI 49504
PHONE: 616-785-5656
CONTACT: CLINT SCHERF
EMAIL: CSCHERF@PARADIGMAE.COM
ARCHITECT:
PARADIGM DESIGN, INC.
415 LEONARD ST SUITE 200
GRAND RAPIDS, MI 49504
PHONE: 616-785-5656
CONTACT: TODD OCKASKIS
EMAIL: TOCKASKIS@PARADIGMAE.COM
ELECTRICAL ENGINEER:
MATRIX CONSULTING ENGINEERS
1601 E. CESAR E. CHAVEZ AVE.
LANSING, MI 48906
517-487-2511
CONTACT: MASON CORDES, P.E.
EMAIL: MCORDESI@MATRIXCEINC.COM
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G -0
APPROXIMATE SIGN LOCATION
EXPERT SKILLS SIGN
PROJECT DIRECTORY PROJECT LOCATION
SHEET INDEX
GENERAL
7-22-26 G-001 COVER SHEET
LANDSCAPE PLAN
7-22-26 L-101 LANDSCAPE PLAN
CIVIL
7-22-26 C-101 CIVIL SITE LAYOUT PLAN
ARCHITECTURAL
7-22-26 A-201 ARCHITECTURAL ELEVATIONS
ELECTRICAL
7-22-26 E-100 ELECTRICAL SYMBOLS, ABBREV. & NOTES
7-22-26 E-400 SITE LIGHTING PLAN
MOST RECENT ISSUE DATE
MOST RECENT REVSION NUMBER
FILLED IN SQUARE INDICATES
DRAWING ISSUED WITH THIS SET
# X-X-26
APPROXIMATE SIGN LOCATION
TRAINING CENTER SIGN
FORT CUSTER SIGN
FORT CUSTER, AUGUSTA, MI
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DATE
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ISSUED FOR
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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ARCH PROJECT
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DMVA PROJ. #
974.50
977.63
973.79
973.60 974.99
979.83
981.55
977.13
978.52
982.61
979.58
982.61
984.51
986.76
986.09
983.09 981.76
984.38
979.88
982.46
978.16
978.73
977.96
977.28
(POINT 43)
976.77
977.30
975.93
976.88
976.29
975.82
974.22
975.55
975.50
973.92
973.56
974.20
975.53
975.01
974.55
974.56
974.86
975.31
975.21
975.25
974.87
974.08
973.47 974.42
974.93
975.66
975.91
975.96
975.93 976.19
976.54
976.56
976.31
975.88
975.35 975.84
976.26
976.70
976.88
977.03
976.58 976.84
977.17
977.19
977.01
976.33
976.04 976.67
976.54
977.42
977.64
977.49
976.75
977.71
978.47
978.75
978.48
977.50
977.82 979.00
979.16
980.18
980.43
980.23 982.02
982.35
982.14
981.53
981.42 984.01
983.83
983.88
984.11
983.96
976.28
978 979 980
BM 1
gravel road
I-94
975 976
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LEGEND
GRAVEL ROAD
EXISTING FENCING
EXPERT SKILLS SIGN
GENERAL NOTES:
REFER TO ARCHITECTURAL PLAN FOR DETAILING OF SIGN AND EXACT SIGN DIMENSIONS.
REFER TO LANDSCAPE PLAN FOR GRANITE WALL, SIGN VEGETATION AND EXACT LOCATION OF VEGETATION.
AUTOCADD DRAWING WILL BE PROVIDE TO ENSURE ACCURACY OF FIELD LOCATION.
REFER TO SECTION 311000 OF THE PROJECT MANUAL FOR SITE CLEARING WORK.
REFER TO SECTION 312000 FOR EARTH MOVING.
REFER TO SECTION 315000 OF THE PROJECT MANUAL FOR EXCAVATION SUPPORT AND PROTECTION OF EXISTING
UTILITIES AND STRUCTURES.
RESTORE ALL STREETS, SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DITCHES, AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS AT A MINIMUM.
CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL
PAY ALL FEES RELATED TO PERMIT(S) AND SECURE PERMIT(S) IN HIS NAME.
CONTRACTOR TO CONTACT MISS DIG FOR LOCATING EXISTING UNDERGROUND UTILITIES.
C
EXISTING GRAVEL ROADWAY
APPROXIMATE SIGN LOCATION
EXPERT SKILLS SIGN
PROJECT LOCATION
APPROXIMATE SIGN LOCATION
TRAINING CENTER SIGN
TRAINING CENTER SIGN
N
EXPERT SKILLS SIGN
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2604048 GR
SITE LAYOUT PLAN
0 20' 40'
INTERSTATE 94
ACCESS ROADACCESS ROAD
AC
CE
SS
R
OA
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EXISTING
BUILDINGS
EXISTING FENCE
EXISTING FENCE
REFERENCE
ARCHITECTURAL PLANS
& LANDSCAPE PLANS
FOR DETAILS
SIGN - REFERENCE
ARCHITECTURAL PLANS
EXISTING VEGETATION LINE
EXISTING VEGETATION LINE
EXISTING VEGETATION LINE
RAISED PAD PER DETAIL 1
REFERENCE LANDSCAPE PLANS
FOR GRANITE PERIMETER DETAILS
RAISED PAD PER DETAIL 1
REFERENCE LANDSCAPE PLANS
FOR GRANITE PERIMETER DETAILS
EXISTING
43 MARKER SIGN
977.5
R16'
R16'
CB
S
CB
S
NOT TO SCALE
STANDARD DUTY PAD SECTION1
12" SAND SUB BASE - CLASS II
10" 21 AA CRUSHED LIME STONE
COMPACTED
SUBGRADE TO 95%
RELATIVE
COMPACTION
976.5
977.5
RAISED PAD PER DETAIL 1
REFERENCE LANDSCAPE PLANS
FOR GRANITE PERIMETER DETAILS
REMOVE EXISTING
VEGETATIONREMOVE EXISTING
VEGETATION
REMOVE EXISTING
VEGETATION
EXISTING VEGETATION LINE
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SIGN - REFERENCE
ARCHITECTURAL PLANS
EXISTING CONTOURS
EXISTING VEGETATION
VEGETATION TO BE REMOVED
GRANITE WALL - PER LANDSCAPE PLANS
977 PROPOSED GRADES
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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ARCH PROJECT
MICHIGAN ARMY NATIONAL GUARD
TRAINING CENTER
40'-0"
FORT CUSTER3'-
0"
1'- 4"
1'- 8"
-1
0'- 0"
'-0
4'-
0"
SIGN, BY SIGNAGE
CONTRACTOR - REFER
TO 3/A-201 FOR INTENT
6" X 6" STEEL TUBE "COLD
ROLL" ARCH PAINTED,
PT-2
24" DIAM. CONCRETE
SONOTUBE
DELEGATED DESIGN FOOTING,
FINAL SIZE DETERMINED BY
SIGN CONTRACTOR
8" X 6" VERTICAL TUBE
STEEL PAINTED, PT-2
6" X 6" STEEL TUBE
"COLD ROLL" ARCH
PAINTED, PT-2
6" X 6" STEEL FRAME
BEHIND SIGNAGE
PAINTED, PT-2
EXPERT INFANTRY
BADGE
GROUND & LANDSCAPE,
REFER TO LANDSCAPE
DRAWINGS
GROUND & LANDSCAPE,
REFER TO LANDSCAPE
DRAWINGS
DELEGATED DESIGN
FOOTING, FINAL SIZE
DETERMINED BY SIGN
CONTRACTOR
STEEL COLUMNS SIZE & COUNT
SHOWN AS 12" DIAM. TUBE OR
12" I BEAM FOR INTENT. SIGN
CONTRACTOR TO DETERMINE
FINAL QUANTITY & SIZE
ARNG SEAL
GRIFFIN PATCH SEAL,
BACKGROUND PAINT PT-3
SCALE:1/4" = 1'-0"
1A
A-201
EXPERT SKILLS SIGN STRUCTURE ELEVATION
SCALE:1/4" = 1'-0"
A-201
TRAINING CENTER SIGN ELEVATION
GENERAL NOTES
1. STEEL SIZES SHOWN ON PLANS REPRESENT MINIMUM REQUIREMENTS. ALL STEEL AND FOUNDATIONS
SHALL BE DESIGNED BY AN ENGINEER FROM THE SIGN CONTRACTOR.
2. STEEL TO BE PAINTED.
3. PROVIDE SHOP DRAWINGS.
4. AWARDED CONTRACTOR WILL BE PROVIDED VECTOR FILES FOR SEALS AND BADGES.
5. ALL SIGNAGE TO BE COATED WITH A GRAFFITI PROOF CLEAR COAT FOR UV PROTECTION.
6. CONTRACTOR TO PROVIDE GASKETING TO SEPARATE ALUMINUM AND STEEL.
7. ALUMINUM THICKNESS DELEGATED DESIGN TO PREVENT OIL CANNING AND RESIST WIND LOADS.
8. SIGNAGE CONTRACTOR SHALL PROVIDE RECOMMENDATIONS AND SUPPORTING DISENG CRITERIA
FOR LETTER HEIGHT, FONT WEIGHT AND CHARACTER SPACING (KERNING) BASED ON ANTICIPATED
VIEWING DISTANCES AND READABILITY REQUIREMENTS. CRITERIA WILL BE CONSISTENT WITH
RECOGNIZED INDUSTRY STANDARDS AND BEST PRACTICES FOR HIGHWAY VISIBLE BILLBOARD
SIGNAGE.
1" THICK ALUMINUM LETTERS
FACE APPLIED, PAINT PT-2
EXPERT
MED BADGE
EXPERT SOLIDER BADGE.
FONT TO BE ARIAL & BOLD
4"
4" TYP.
8"X8", 1/2" THICK ALUMINUM APPLIED
TO FACE OF PANEL, PAINT PT-2
ALUMINUM PANEL, PAINT PT-1
SCALE:1/4" = 1'-0"
A-201
EXPERT SKILLS SIGN ELEVATION
4'-6"
1'- 0"
4'-6"
1'- 0"
EQ EQ EQ EQ
CL CL
R1'-2"
GRADE
ALIGN BOTTOM OF
EACH BADGE
4 1/8"
R22'-0"
MFG: SHERWIN WILLIAMS
COLOR: SW 7643 PUSSYWILLOW
SHEEN: FLAT
FINISH DESCRIPTION SPECIFICATION CONTACT
FINISH KEY
EXTERIOR PAINTPT-1 KAREN MCILWAIN
KAREN.MCILWAIN@SHERWIN.COM
317-714-5610
MFG: SHERWIN WILLIAMS
COLOR: SW 6258 TRICORN BLACK
SHEEN: FLAT
EXTERIOR PAINTPT-2 KAREN MCILWAIN
KAREN.MCILWAIN@SHERWIN.COM
317-714-5610
7 1/2"
1'-3"
BORDER OF SIGN, PAINT PT-2
PAINT PANEL SIDE AND
BACK, PT-1
EQ
EQ
3'- 3 5
/8"
EQ
EQ
R2'-2"
TYP.
FINISH IMAGE
6"
CL
BOTTOM OF EACH SIGN TO
ALIGN WITH EACH OTHER
ALUMINUM PANEL, PAINT PT-1
1" THICK ALUMINUM LETTERS
FACE APPLIED, PAINT PT-2.
FONT TO BE STENCIL
PAINT SIDE OF PANEL, PT-2
PAINT BACK OF PANEL, PT-1
R2 7'-
4"
8'- 9 1
/2"
EXPERT INFANTRY
BADGE. ALUMINUM
PANEL, PAINTED
5'-4"
EXPERT SOLIDER BADGE.
ALUMINUM PANEL, PAINTED
EXPERT MED BADGE. ALUMINUM
PANEL, PAINTED
11'-10 1/8"
3'-
5/ 8"
3'- 3 3
/8"
12'-11 7/8"
13'-1 7/8"
3/4" X 3/4" STEEL,
TYP. PAINTED, PT-2
2'-7 1/4" 2'-7 1/4"
2'- 0"
'-6
1/ 8"
25'-2 3/8"
CL
SCALE:1/4" = 1'-0"
1B
A-201
EXPERT SKILLS SIGN STRUCTURE ELEVATION
WITH DIMENSIONS
22°
R22'-3"
'-3
'-9
'-1
1 1 /4" 14'-5 1/8"
'-1
3/ 8"
11'-4 3/4"
4'- 5 3
/8"
21'-4"
'-7
1/ 8"
12'-7 1/8"
'-1
0 1 /8"
6'-10 3/4"
REFER TO 1B/A-201 FOR
DIMENSIONS
'-5
5/
5'-11 5/16"
4'-6"
ALL DIMENSIONS SHOWN ARE
TO CENTERLINE OF STEEL
EQ. EQ.
CL
19'-4"
2'- 5 7
/8"
R2'-2"
TYP.
ALIGN SEAL WITH
TOP OF TEXT
ALIGN SEAL WITH
TOP OF TEXT
MFG: SHERWIN WILLIAMS
COLOR: SW 7004 SNOWBOUND
SHEEN: FLAT
EXTERIOR PAINTPT-3 KAREN MCILWAIN
KAREN.MCILWAIN@SHERWIN.COM
317-714-5610
10 7/8"
7 3/8"
A -2
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IDENTIFICATION NO.
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DESIGNED
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DRAWN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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ARCH PROJECT
1. ALL CONDUITS TO BE FIELD ROUTED UNDERGROUND TO EACH LIGHT
FIXTURE LOCATION.
2. THE DIVISION 26 CONTRACTORS SHALL VISIT THE PROJECT AND
DETERMINE THE EXACT EXTENT OF THE EXCAVATION WORK
REQUIRED BEFORE BIDDING THE PROJECT.
3. DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS ONLY.
REPORT ANY DISCREPANCIES TO ENGINEER FOR CLARIFICATION.
GENERAL ELECTRICAL NOTES
X
X
X
TVSS
VFD
TRANSIENT VOLTAGE SURGE SUPPRESSION
VARIABLE FREQUENCY DRIVEDUPLEX RECEPTACLE
DOCK LIGHT FIXTURE
TELEPHONE / DATA OUTLET
ADDENDUM NOTE
PLAN NOTE
DEMOLITION NOTE
THREE PHASE MOTOR
ELECTRICAL SYMBOLS LEGEND
J
SINGLE RECEPTACLE (120 VOLT)
EMERGENCY RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
FLUSH FLOOR BOX
SURFACE FLOOR BOX
SPECIAL EQUIPMENT RECEPTACLE
TELEPHONE OUTLET
DATA OUTLET
POWER POLE
JUNCTION BOX
WALL JUNCTION BOX
PULL (JUNCTION) BOX
UNDERFLOOR JUNCTION BOX
OUTLETS
LIGHT FIXTURE
STRIP FIXTURE
IN-GRADE LIGHT FIXTURE
SPOTLIGHT (number of heads shown) EXIT SIGN (face & direction as shown)
WALL MOUNT LIGHT FIXTURE
CEILING LIGHT FIXTURE
TRACK & FIXTURE
STREET TYPE POLE FIXTURE
POLE MOUNTED LIGHT FIXTURE
EXTERIOR WALL MOUNT LIGHT FIXTURE
WALLPACK LIGHT FIXTURE
SPECIAL PURPOSE LIGHT FIXTURE
HIGH BAY LIGHT FIXTURE
EMERGENCY EGRESS LIGHT FIXTURE
(number of heads shown)
EMERGENCY LIGHT FIXTURE
FIXTURES
SWITCHES
SINGLE-POLE SWITCH
DIMMER SWITCH
TIME SWITCH
KEY SWITCH
MANUAL MOTOR SWITCH
THERMAL OVERLOAD SWITCH
SWITCH WITH PILOT LIGHT
FOUR-WAY SWITCH
THREE-WAY SWITCH
CIRCUITRY and RACEWAYS
UNDERFLOOR DUCT
BUS DUCT
PLUGMOLD AS SPECIFIED
WIREMOLD AS SPECIFIED
FLEXIBLE PIGTAILS/CONNECTIONS
"CONDUIT RUN CONTINUES" INDICATION
END OF CONDUIT RUN, CAP AND STAKE
END OF CONDUIT RUN
HOME RUN (with circuit numbers)
CONDUIT STUB DOWN
CONDUIT STUB UP
CONDUIT INSTALLED
CONDUIT INSTALLED
MECHANICAL
ELECTRIC WATER HEATER
ELECTRIC UNIT HEATER
PIPE TRACE HEATER
RESISTANCE HEATER, KW SHOWN
SINGLE PHASE MOTOR
SERVICE and EQUIPMENT
THERMOSTAT
CAPACITOR
ENCLOSED CIRCUIT BREAKER
TRANSFER SWITCH
WIREWAY
GROUND CONNECTION PER N.E.C.
TELEPHONE TERMINAL BOARD
GENERATOR, KW SHOWN
CURRENT TRANSFORMERS
UTILITY METER, AS REQUIRED
WEATHERHEAD
PANELBOARD, FLUSH MOUNTED
PANELBOARD, SURFACE MOUNTED
COMB. STARTER
MAGNETIC STARTER
FUSED DISCONNECT SWITCH
TRANSFORMER
CONTROL
xxVA connection by x/C) IRRIGATION CONTROLLER (120 volt
LIGHTING CONTACTOR
CONTROL TRANSFORMER
buttons indicated) PUSHBUTTON STATION (number of TIME CLOCK (24 hour U.O.N.)
PHOTOCELL (voltage as required)
HUMIDISTAT
DESIGNATIONS
(by E.C.)
(by others)
TT
G
WW
PC
CT
TS
T
H
TC
IC
T
1,3
OR
PM
WM
BD
UFD
F S
J
J
D
WH
PP
J
CEILING MOUNTED WIFI
DIGITAL EQUIPMENT METER, AS REQUIRED
POLE
PUMP
PANEL
P
PNL
PVC
PRV-
P-
PB
POLY VINYL CLORIDE
POWER ROOF VENTILATOR
PULL BOX
GENERAL CONTRACTOR
GROUND
HUMIDIFIERH-
GND
GFI
GC
GROUND FAULT INTERRUPTER
ABBREVIATIONS LEGEND
POWER
SWITCH
RECEPT
SF-
SWBD
TCC
SPEC
SW
RGC
RTU-
PWR
VOLTS
WATTS
UF
V
W
UL
VL
UNO
UH-
TS
TYP
TR
ROOF TOP UNIT
RECEPTACLE
SWITCHBOARD
UNDER FLOOR
SPECIFICATIONS
RIGID GALVANIZED STEEL CONDUIT
UNLESS NOTED OTHERWISE
UNDERWRITERS' LABORATORIES, INC.
TAMPER PROOF RECEPTACLE
TAMPER PROOF SWITCH
TEMPERATURE CONTROL CONTRACTOR
VERIFY LOCATION WITH OWNER
TYPICAL
UNIT HEATER
SUPPLY FAN
WITH
WITHOUT
W/
XFMR
W/O
WP
TRANSFORMER
WEATHER PROOF
HOUR
LIGHT
JUNCTION BOX
LIGHT CONTROL
ISOLATED GROUND
HORSEPOWER
MINIMUM
MOUNT
MAKE-UP AIR UNIT
MOTOR CONTROL CENTER
MAIN LUG ONLY
MOUNTED
MOUNTING
MAXIMUM
LIGHTING
LT FLEX
MTD
MUAU-
MTG
MLO
MIN
MT
MC
MAX
MCC
LTG
IG
LC
LT
IMC
JB
HR
HVAC
HOA
HP
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
NOT TO SCALE
NIGHT LIGHTNL
NTS
NO
NIC
NC
HAND-OFF-AUTO SELECTOR SWITCH
HEATING/VENTILATING/AIR CONDITIONING
INTERMEDIATE METAL CONDUIT
LIQUID TIGHT FLEXIBLE METAL CONDUIT
MECHANICAL CONTRACTOR
HID HIGH INTENSITY DISCHARGE
A
AC
AFF
ACU-
AHJ
AHU-
AS
B-
BC
AIC
ATS
BLDG
CHLR-
CND (C)
CKT BKR
CKT
CUH-
CU-
DISC
DFU-
EF-
EC
DWH-
EBB-
DWG
CT-
EXIST./EX.
EWC
FLEX
FLA
FLR
FSES
FLUOR
EMT
ABOVE FINISHED FLOOR
AIR CONDITIONING UNIT
AMPS
ABOVE COUNTER
AIR HANDLING UNIT
AUTOMATIC TRANSFER SWITCH
AMPS INTERRUPTING CAPACITY
AUTHORITY HAVING JURISDICTION
ABOVE SHELF
BOILER
BUILDING
BELOW COUNTER
CHILLER
DOMESTIC WATER HEATER
CABINET UNIT HEATER
CIRCUIT
CIRCUIT BREAKER
CONDUIT
CONDENSING UNIT
COOLING TOWER
DUCT FURNACE
DRAWING
DISCONNECT
FOOD SERVICE EQUIP. SUPPLIER
ELECTRIC WATER COOLER
ELECTRICAL CONTRACTOR
ELECTRIC BASEBOARD
ELECTRICAL METALLIC TUBING
EXISTING
EXHAUST FAN
FLOOR
FLUORESCENT
FLEXIBLE CONDUIT
FULL LOAD AMPS
EM EMERGENCY
F/S FIRE/SMOKE
FU- FURNACE
15 WATT SOLAR POWERED SPOTLIGHT. ONE SOLAR PANEL/BATTERY
PER TWO LIGHTS.
FIXTURE
MOUNTING
HEIGHT
LIGHT ENGINEDESCRIPTION AND COMMENTSTYPE MANUFACTURER CATALOG NO.
LIGHTING FIXTURE SCHEDULE
SOLTECH STL-SPO-15-4-BK
STL-SPO-30-4-BKSOLTECHL2
L1
30 WATT SOLAR POWERED SPOTLIGHT. ONE SOLAR PANEL/BATTERY
PER ONE LIGHT.
FIELD
COORDINATED LED, 4000K
LED, 4000KFIELD
COORDINATED
DIMMING INFO
ADAPTIVE
TIME-BASED
SMART DIMMING
ADAPTIVE
TIME-BASED
SMART DIMMING
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
FO
R
T C
U
ST
ER
S
IG
N
8G
R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
FO
R
T C
U
ST
ER
, A
U G
U
ST
A, M
I
O W
N
ER
R
EV
IE
W
7-
-2
R
AK
PS R
S
FI
N
AL
O
W N
ER
R
EV
IE
W 7-
-2
BI
D S
C
O N
ST
R
U C
TI
O
N 7-
-2
E1
L1
L1
L1 L1
L2
L2L2
L2
TYP.
ELECTRICAL KEY NOTES
FIELD AIM SPOTLIGHT TOWARDS ARMAMENT. LOCATE
SPOTLIGHT NEAR EDGE OF CIRCULAR PLATFORM. MOUNT
SPOTLIGHT ON POST OF SUFFICIENT HEIGHT SO THAT
LANDSCAPING DOES NOT IMPEDE ILLUMINATION OF
ARMAMENT.
MOUNT SPOTLIGHT 12' FROM BILLBOARD. MOUNT SPOTLIGHT
ON POST THREE FEET ABOVE FINISHED GRADE. EXACT BEAM
ANGLE SHALL BE DETERMINED IN FIELD TO ENSURE
UNIFORM ILLUMINATION OF SIGN FACE.
SOLAR PANELS. LOCATION FOR INSTALLATION SHALL BE
DETERMINED IN FIELD. LOCATION SHALL BE FREE FROM
SHADOWS FROM FOLIAGE, BILLBOARD, ETC. DURING
DAYLIGHT HOURS.
ROUTE ALL DC CABLES IN BURIED PVC CONDUIT.
N SITE LIGHTING PLAN
SCALE 1/8" = 1'-0"
E4
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
FO
R
T C
U
ST
ER
S
IG
N
8G
R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
FO
R
T C
U
ST
ER
, A
U G
U
ST
A, M
I
O W
N
ER
R
EV
IE
W
7-
-2
R
AK
PS R
S
FI
N
AL
O
W N
ER
R
EV
IE
W 7-
-2
BI
D S
C
O N
ST
R
U C
TI
O
N 7-
-2
| 048-000-G-001 |
| 048-040-C-101 |
| Sheets and Views |
| C-102 SITE LAYOUT PLAN |
| 048-050-L-101 |
| 048-064-A-201 |
| 048-148-E-100 |
| Sheets and Views |
| E100-260028-24x36 |
048-148-E-400
File details come from the government source that posted it. Updated .