BPS - 2025 Pavement Program - Transportation Center - Proj. Plans Only compressed.pdf
PDF 26 MB Posted
- Attached to
- 2025 Pavement Replacement Transportation Center
- Solicitation number
- RFP-BPS-250000001238-3
- Issued by
- Macomb County, Blissfield Village, Michigan
About this file
This is a set of construction plans prepared by Engineering Group and Structure Tec Group for Birmingham Public Schools' Bus Transportation Facility repaving project in Birmingham, Oakland County, Michigan. The project involves repaving approximately 3.91 acres of existing asphalt, with 3.52 acres of new asphalt installation and converting 0.39 acres to greenspace. The scope includes reducing parking capacity from 114 to 86 employee spaces (including ADA spaces) and from 89 to 84 bus parking spaces. The plans detail three bid alternates: a 2" pavement resurfacing option, rolled concrete curb and gutter replacement, and existing concrete pavement removal and replacement.
The project includes significant drainage improvements with the installation of a new underground detention system with approximately 49,000 cubic yard capacity, including pretreatment units and an overflow control structure. The site will maintain existing lighting fixtures and illumination patterns, and all replaced asphalt will be restored to pre-development grades except in ADA parking areas to ensure compliance. The plans include detailed specifications for soil erosion control, utility modifications, and emergency vehicle access requirements, with minimum vertical clearance of 13.5 feet maintained throughout the site.
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Text version
BIRMINGHAM PUBLIC SCHOOLS
FOR
CONSTRUCTION PLANS
CITY OF BIRMINGHAM, OAKLAND COUNTY, MICHIGAN
OVERALL SITE MAP
PREPARED BY:PREPARED FOR:
NO.
SHEET
SHEET INDEX
DESCRIPTION
PROPERTY DESCRIPTION:
PART OF NE QUARTER, SECTION 31
INDEMNIFICATION STATEMENT
LOCATION MAP
3121 E. GRAND RIVER AVE.
HOWELL, MI. 48843
517.546.4836 FAX 517.548.1670
Engineers Surveyors Planners Landscape Architects Engineering
STRUCTURE TEC GROUP
4777 CAMPUS DRIVE
KALAMAZOO, MI 49008
CONTACT: MR. PAUL GLUSZAK
PHONE:800-745-7832
EMAIL:
paul.gluszak@structuretec.com CONTACT: MARK DEFRIEZ
BUS TRANSPORTATION FACILITY RE-PAVING
SITE
LOCATION
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SCALE: 1 INCH = 40 FEET
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SITE STATISTICAL DATA:
ZONING: MU - MIXED USE DISTRICT
DEVELOPMENT TYPES / USE: SCHOOL BUS TRANSPORTATION FACILITY
1-STORY STRUCTURE
GROSS & NET SITE AREA: 1.33 AC (57,812 SQFT.)
BUILDING SQUARE FOOTAGE (FOOTPRINT): 3,357 SQ FT GROSS EXISTING =
TOTAL (0.08 AC) (5.8%)
IMPERVIOUS SURFACE (EXCLUSIVE OF BUILDING): 0.32 ACRES (24.1%)
PERVIOUS SURFACE: 0.93 ACRES (70.1%)
MIN. PARKING SETBACKS REQUIRED:
FRONT: 0-FT
REAR: 10-FT (ADJACENT MIXED USE DISTRICT)
SIDES: 0-FT
EXISTING ASPHALT TO BE REMOVED: 3.91 AC
PROPOSED ASPHALT: 3.52 AC
ASPHALT TO CONVERTED TO GREENSPACE = 0.39 AC
PARKING INFORMATION
EXISTING:
EMPLOYEE / STANDARD PARKING SPACES = 114, INCLUDING 16 ADA SPACES
BUS PARKING SPACES = 89
PROPOSED:
EMPLOYEE / STANDARD PARKING SPACES = 86, INCLUDING 14 ADA SPACES
BUS PARKING SPACES = 84
SITE PLAN NOTES
1. A MINIMUM VERTICAL CLEARANCE OF 13.5' SHALL BE
MAINTAINED THROUGHOUT THE SITE FOR EMERGENCY VEHICLE
ACCESS.
2. ALL DRIVEWAYS AND PARKING LOT AISLES SHALL BE
ACCESSIBLE AT ALL TIMES FOR EMERGENCY VEHICLES -
REGULAR SNOW REMOVAL, NO PARKING.
3. WASTE MANAGEMENT WILL BE THROUGH DUMPSTER TYPE
CONTAINERS LOCATED IN THE REAR OF THE BUILDINGS. WORK
4. PROPOSED ASPHALT TO BE INSTALLED TO PRE-REMOVAL
GRADES, EXCEPT AS PROPOSED IN ADA PARKING AREA (SEE
SHEET 7).
5. ALL STRIPPING TO BE RESTORED TO PRE-REMOVAL
CONFIGURATION, EXCEPT FOR ADA PARKING, AS SHOWN.
SITE LIGHTING NOTE
1. LIGHT POLES AND OTHER SITE LIGHTING FIXTURES ARE TO
REMAIN UNDISTURBED AND WILL MAINTAIN EXISTING
ILLUMINATION PATTERNS.
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PROTECT EXISTING STORM, SANITARY, AND WATER
STRUCTURES, CONCRETE COLLARS, LIGHTPOLES,
SIGNS, BOLLARDS, FENCING AND OTHER SITE
FEATURES UNLESS NOTED FOR REPLACEMENT.
BID ALTERNATE 3
REMOVE & REPLACE EXISTING
CONCRETE PAVEMENT
BID ALTERNATE 1
PROPOSED 2" PAVEMENT
RESURFACING
BID ALTERNATE 2
PROPOSED ROLLED CONCRETE
CURB & GUTTER (SEE SHEET 15)
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SCALE: 1 INCH = 40 FEET
040 20 40
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PRE-DEVELOPMENT DRAINAGE:
STORMWATER RUNOFF FLOWS GENERALLY FROM NORTH TO SOUTH
THROUGH A SERIES OF EXISTING STORM STRUCTURES. ROOF DRAINAGE
FROM EXISTING BUILDINGS IS CAPTURED AND ROUTED TO DOWNSPOUTS
WHICH DRAIN TO-GRADE AND ARE COLLECTED BY THE EXISTING
STORMWATER MANAGEMENT SYSTEM. NO EXISTING DETENTION OR
RETENTION SYSTEM EXISTS ON SITE, AND ALL SITE SURFACE WATER
RUNOFF CAPTURED BY THE EXISTING SYSTEM IS ULTIMATELY ROUTED
INTO THE COMBINED STORM AND SANITARY SYSTEM IN A MANHOLE JUST
SOUTHWEST OF THE PROPERTY CORNER.
POST-DEVELOPMENT DRAINAGE:
IN THE POST DEVELOPMENT CONDITION, THERE WILL BE A REDUCTION IN
THE TOTAL IMPERVIOUS SURFACE WITH THE REMOVAL OF
APPROXIMATELY 0.3 AC OF ASPHALT PARKING LOT IN THE SOUTHEAST
PORTION OF THE SITE. ALL REPLACED ASPHALT WILL BE RESTORED TO
PRE-DEVELOPMENT GRADES, SO NO CHANGES IN CURRENT SURFACE
DRAINAGE PATTERNS ARE EXPECTED.
TO COMPLY WITH CURRENT CITY AND COUNTY DRAINAGE STANDARDS, AN
UNDERGROUND DETENTION SYSTEM (UDS) WITH A CAPACITY OF
APPROXIMATELY 49,000CY WILL BE INSTALLED UNDER THE EXISTING
EMPLOYEE PARKING LOT. DRAINAGE THAT PREVIOUSLY WAS ROUTED
THROUGH CB-9 TO CB-13 WILL INSTEAD BE ROUTED INTO A
PRETREATMENT UNIT AND THEN INTO THE PROPOSED UDS. DRAINAGE
FROM THE SOUTHEAST OF THE SITE THAT WAS PREVIOUSLY ROUTED INTO
CB-17 TO CB-16 WILL INSTEAD BE ROUTED INTO A PRETREATMENT
STRUCTURE AND THEN INTO THE PROPOSED UDS. THE DISCHARGE OF
THE UDS WILL PASS THROUGH AN OVERFLOW CONTROL STRUCTURE (OCS)
AND INTO CB-16. DIRECT RUNOFF COLLECTED AT CATCH BASINS CB-13
AND CB-15 FROM THEIR ASSOCIATED DRAINAGE AREAS WILL NOT BE
REQUIRED TO BE ROUTED THROUGH THE PROPOSED UDS.
THE DETENTION BASIN HAS BEEN SIZED PER OAKLAND COUNTY
REQUIREMENTS AND RELEASES STORMWATER AT A CONTROLLED RATE TO
THE THE EXISTING COMBINED STORM-SANITARY SYSTEM.
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NOTE: PROPOSED ASPHALT GRADES IN ADA PARKING
STALLS DIFFER FROM EXISTING PAVEMENT GRADES
TO ENSURE ADA COMPLIANCE.
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SCALE: 1 INCH = 50 FEET
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UTILITY NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
LYON TOWNSHIP OAKLAND COUNTY, AND THE STATE OF MICHIGAN.
2. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO
COMMENCING ANY WORK.
3. ALL PIPE LENGTHS SHOWN ARE FROM CL TO CL OF STRUCTURE OR FROM OPEN END OF
FLARED END SECTION.
4. ALL PROPOSED STORM SEWER PIPE SHALL BE RCP, UNLESS OTHERWISE NOTED.
4. ALL CB RIMS ARE AT FLOW LINE.
5. CONTRACTOR SHALL MAINTAIN MIN. 18-IN VERTICAL CLEARANCE BETWEEN ALL
UTILITY CROSSINGS.
6. THE PROPOSED DRAINAGE SYSTEM IS TO BE OWNED AND PROPERLY MAINTAINED BY
THE PROPERTY OWNER.
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SCALE: 1 INCH = 20 FEET
020 10 20
SCALE: 1 INCH = 40 FEET
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10' C76 CL IV RCP
88' C76 CL IV RCP
9' C76 CL IV RCP
44' C76 CL IV RCP
(PROFILES)
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E-ONE Emergency One Ocala FL
46.333
12.833 18.417 4.833 20.833
E-ONE Emergency One Ocala FL Overall Length 46.333ft Overall Width 8.333ft Overall Body Height 11.833ft Min Body Ground Clearance 1.393ft Track Width 8.333ft Lock-to-lock time 6.00s Max Wheel Angle 45.00°
E-ONE Emergency One Ocala FL
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FIRE DEPARTMENT NOTES
1. OWNER TO ENSURE A BOX/KNOX BOX SHALL BE LOCATED NEAR
THE FRONT ENTRY (COORDINATE WITH FIRE MARSHALL).
2. A MINIMUM VERTICAL CLEARANCE OF 13.5' SHALL BE MAINTAINED
THROUGHOUT THE SITE FOR EMERGENCY VEHICLE ACCESS.
3. ALL DRIVEWAYS AND PARKING LOT AISLES SHALL BE ACCESSIBLE
AT ALL TIMES FOR EMERGENCY VEHICLES - REGULAR SNOW
REMOVAL, NO PARKING.
EM
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NC
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TYPICAL & BARRIER FREE PARKING SPACES
(NOT TO SCALE)
CL
(M
IN
.0
.0
(M
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TWO-WAY TRAFFIC
9.0'
7.
0'2.
0'
SIDEWALKCURB & GUTTER
(M
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(T
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/ M
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-E
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PE
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9.0' 8.0' 9.0'
STRIPE PARKING 4"
WIDE WHITE PAINT
BARRIER-FREE PARKING
STRIPING TO BE PAINTED BLUE
BARRIER-FREE PARKING SIGNS
MIN. 3' OFF BACK OF CURB
INSIDE AND OUT
SHALL BE PLASTERED
COMPLETE STRUCTURE
MASONRY BLOCK THE
IF CONSTRUCTED OF
CO
NS
TR
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D
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AI
LS
5.0'
SIGN BOLLARD, 1' OFF EDGE OF
SIDEWALK OR WALKING PATHWAY
1.0'
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| Sheets and Views |
| 1 COVER SHEET |
| 2 GENERAL NOTES & LEGEND |
| 3 EXISTING CONDITIONS PLAN |
| 4 DEMOLITION PLAN |
| 5 SITE PLAN |
| 6 DRAINAGE PLAN |
| 7 GRADING PLAN |
| 8 SOIL EROSION AND SEDIMENT CONTROL PLAN |
| 9 UTILITY PLAN |
| 10 STORM PROFILES |
| 11 EMERGENCY CIRCULATION PLAN |
| 12 DETENTION BASIN DETAILS |
| 16 PAVEMENT PLAN DETAILS |
| 17 OCWRC STORM DRAIN DETAILS |
| 18 OCWRC SESC DETAILS |
File details come from the government source that posted it. Updated .