3 26A77 Olympia Site Plan.pdf
PDF 303 KB Posted
- Attached to
- 511/26386. KMM; Olympia Readiness Ctr - Addition
- Solicitation number
- RFP 171 260000002318 3
- Issued by
- Michigan
About this file
This is a site plan document for the Olympia Armory project prepared by the State of Michigan Department of Technology, Management and Budget, Procurement and Real Estate Services Administration, in conjunction with the Department of Military and Veterans Affairs. The project involves a conceptual addition to the existing Olympia Readiness Center located at 3026 McGraw Avenue, Detroit, Michigan 48208. The proposed addition encompasses 43,537 square feet across three floors with a total site area of 44,255 square feet. Key site improvements include 234 military parking spaces and 22 POV (privately owned vehicle) parking spaces, new asphalt and gravel areas replacing existing conditions, installation of new perimeter security fencing with chain-link and barbed wire components, construction of retaining walls for force protection barriers, new concrete ramp providing access to indoor vehicle parking, new motorized gates with intercom and access control systems, new sidewalks, and replacement of the existing perimeter security fence. Additional infrastructure improvements include new parking lot lighting throughout the site, transformer and electrical service upgrades, removal of existing planters and brick screen walls, and extension of roof canopies. The site plan is dated June 2026 and is identified as preliminary for index code 1540, project 26A77, sheet C 1.0.
The site plan indicates three areas requiring detailed evaluation: photovoltaic array installation with options for roof-mounted, parking canopy, and ground-mounted configurations to include life-cycle cost analysis; generator sizing and placement with load determination for mission-critical functions and future microgrid compatibility review; and stormwater management with confirmation of infiltration feasibility through geotechnical and environmental review. The plan specifies construction of multiple stormwater infiltration basins around the site perimeter and installation of an underground stormwater detention system beneath the military vehicle parking lot. No specific pricing, contract terms, set-asides, or bidding timeline information is included in this site plan document.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MCGRAW AVE
GRAND RIVER AVE
LAW
TON ST
HOOKER ST
MARQUETTE ST
WREFORD ST
LAW
TON ST
W
RE
FO
RD
S T
W
RE
FO
RD
S T
EX. GRASS
-NEW
ASPHALT
EX. GRASS
- NEW
ASPHALT
EX. GRASS
-NEW
GRAVEL
EX. GRASS
- NEW
GRAVEL
EX. GRASS
EX. GRASS
EX. BLDG.
EX. BLDG.
EX. HMA
NEW BLDG. ADDITION
TOTAL 43,537 SQ FT,
3 FLOORS
MILITARY PARKING
POV PARKING
234 SPACES
44,255 SF
NEW CONCRETE
RAMP DOWN TO
INDOOR VEHICLE
PARKING
NEW
RETAINING
WALL
RETAINING
WALL
STORM WATER
INFILTRATION BASIN STORM WATER
INFILTRATION
BASIN
STORMWATERINFILTRATION
BASIN
STORM WATER
INFILTRATION
BASIN
DEMO
EXISTING
HMA,
NEW
GRASS
NEW GENERATOR,
ATS, AND
SCREENWALL
STORM WATER
INFILTRATION BASIN
ASPHALT TO
REMAIN
NEW 42' WIDE
CURB CUT
NEW 20' GATE
EXISTING
CURB CUT
DEMO
EXISTING
HMA, NEW
GRASS
EX. FLAG
POLE
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW PARKING
LOT LIGHTING
THROUGHOUT
NEW 20' MOTORIZED GATE W/
INTERCOM AND ACCESS
CONTROL SYSTEM
NEW GATE AT
EXISTING CURB
CUT LOCATION
NEW
CURB
CUT
NEW 20'
SLIDING
GATE
RE
PL
AC
E
EX
IS
TI
NG
PE
RI
M
ET
ER
SE
CU
RI
TY
FE
NC
E
REPLACE
EXISTING
PERIM
ETER
SECURITY
FENCE
NEWSECURITY
FENCE
NEWSECURITY
FENCE
EX. GRAVEL
- NEW
ASPHALT
EX. GRASS
-NEW
GRAVEL
EX. BLDG.
EX. GRAVEL
- NEW
ASPHALT
EX. GRAVEL
- NEW
ASPHALT
NE
W
SI
DE
W
AL
K
NEWSIDEWALK
NEWSIDEWALK
NEWSIDEWALK
TRANSFORMER AND
SERVICE TO BE
UPGRADED AS
REQUIRED
REMOVE OLD
PLANTER IN THIS
AREA AND EXTEND
ROOF CANOPY
REMOVE BRICK
SCREENWALL - THIS
AREA
REMOVE PORTION
OF FENCING
DIVIDING FRONT
AND SIDEYARD THIS
AREA
EX.
ASPHALT
TO REMAIN
NEW CHAIN LINK
SECURITY FENCE W
/ 3
STRAND BARB W
IRE
NEW
CHAIN LINK
SECURITY FENCE W
/ 3
STRAND BARB W
IRE
RE
PL
AC
E
EX
IS
TI
NG
PE
RI
M
ET
ER
SE
CU
RI
TY
FE
NC
E
NE
W
C
HA
IN
L
IN
K
SE
CU
RI
TY
F
EN
CE
W
/ 3
ST
RA
ND
B
AR
B
W
IR
E
REM
OVE EXISTING
FENCE
REMOVE EXISTING
FENCE
REMOVE EXISTING
FENCE
NEW DECORATIVE LANDSCAPE
RETAINING WALL BLOCK - FORCE
PROTECTION BARRIER
EX. CATCH
BASIN, TYP
NEW BUILDING SIGN
MCGRAW AVE
GRAND RIVER AVE
LAW
TON ST
HOOKER ST
MARQUETTE ST
WREFORD ST
LAW
TON ST
W
RE
FO
RD
S T
W
RE
FO
RD
S T
EX. GRASS
EX. GRASS
EX. GRASS
EX. BLDG.
EX. BLDG.
EX. HMA
EX. HMA
EX. HMA
EX. GRAVEL
EX. GRAVEL
EX. HMA
44,255 SF
EX. GRASS
EX. GRASS
EX. GRASS
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
IS
SU
ED
F
O R
IN
D
EX
C
O D
E
PR
O
JE
C
T
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
PR
EL
IM
IN
AR
Y
O
LY
M
PI
A
AR
M O
R Y
SI
TE
P
LA
N D
ES
IG
N
ED
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
PR
O C
U R
EM
EN
T
AN
D R
EA
L
ES
TA
TE
S
ER
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
AD
AM
L
AC
H
, R A, D
IR
EC
TO
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
M
C G
R
AW
A
VE
N U
E, D
ET
R
O
IT
, M I 4
D
AT
E
JU
N
EX
IS
TI
N G
S
IT
E
PL
AN
C O
N C
EP
TU
AL
S
IT
E
PL
AN
C 1.
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text PHOTOVOLTAIC ARRAY PSC IS TO EVALUATE: ROOF-MOUNTED, PARKING CANOPY, AND GROUND-MOUNTED OPTIONS. INCLUDE A LIFE-CYCLE COST ANALYSIS.
AutoCAD SHX Text GENERATOR PERFORM LOAD DETERMINATION INCLUDING MISSION CRITICAL LOADS, PROVIDE GENERATOR SIZING NARRATIVE AND FUTURE MICROGRID COMPATIBILITY REVIEW. GENERATOR IS TO INCLUDE AN HOUR COUNTER TO TRACK OPERATING TIME.
AutoCAD SHX Text STORM WATER CONFIRM INFILTRATION IS FEASIBLE FOLLOWING GEOTECHNICAL AND ENVIRONMENTAL REVIEW. IN ADDITION TO INFILTRATION BASINS, A NEW UNDERGROUND STORM WATER DETENTION SYSTEM IS TO BE LOCATED UNDER THE MILITARY VEHICLE PARKING LOT.
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
CONCEPTUAL SITE PLAN W/ NEW ADDITION
AutoCAD SHX Text 1" = 70'
AutoCAD SHX Text N
AutoCAD SHX Text
EXISTING SITE
AutoCAD SHX Text 1" = 70'
AutoCAD SHX Text N
| Sheets and Views |
| Option 4 |
File details come from the government source that posted it. Updated .