751-24131 Bid Drawings.pdf
PDF 8 MB Posted
- Solicitation number
- RFQ 171 260000000365 2
- Issued by
- Michigan
About this file
This document comprises construction bid drawings for the Michigan Department of Technology, Management & Budget's Aloha State Park Storm Drain Improvements Project located in Aloha Township, Cheboygan County, Michigan. The project, designated as File No. 751/24131.RLO, involves water management and drainage improvements across the state park facility. The project is designed by NF Engineers (Civil Engineers, Land Surveyors, and Land Planners located at 46777 Woodward Avenue, Pontiac, MI 48342, with contact Steven Sutton, P.E. at 248-635-6571) and overseen by the State Facilities Administration Design and Construction Division under Director Adam P. Lach, RA. The bid documents were completed June 26, 2026, following a Phase 500 50% design review on April 2, 2026, and a Phase 500 90% design review on June 4, 2026.
The construction plans include topographic surveys, storm sewer improvement plans, grading and restoration plans, and detailed specifications across two primary work areas. The project encompasses installation of multiple drainage structures including 28 open-bottom basins ranging from 2 to 3 feet in diameter, interconnected piping systems with various inlet and outlet configurations, HDPE infiltration trenches, soil erosion and sediment control measures, site grading and restoration, pavement sections, concrete sidewalks, and bio-retention and wetland outlet features. The plans incorporate flood hazard considerations, soil boring information, utility coordination (including electrical line lowering), and environmental stewardship requirements. Contractors are directed to contact Miss Dig (1-800-482-7171) for public utility line location prior to construction, and all work is subject to specified working hours and soil erosion control sequence protocols.
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CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
Section 8, TOWN 36N, R.1 West
ALOHA TOWNSHIP, CHEBOYGAN COUNTY
VICINITY MAP
ALOHA STATE PARK
ALOHA TOWNSHIP, CHEBOYGAN COUNTY, MICHIGAN
LOCATION MAP
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
R
OR R
Know what's below.
Call before you dig.
FILE NO.: 751/24131.RLO
ALOHA STATE PARK
STORM DRAIN IMPROVEMENTS
PROJECT PERMITS
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TITLE
TITLE SHEET
CIVIL PLANS
T C1
NO.
SHEET
TOPOGRAPHIC SURVEY - OVERALL
C2 C3 C4
TOPOGRAPHIC SURVEY - AREA 1
TOPOGRAPHIC SURVEY - AREA 2
C6 C5
SHEET INDEX
C7
STORM SEWER IMPROVEMENT PLAN - OVERALL
STORM SEWER IMPROVEMENT PLAN - AREA 1
STORM SEWER IMPROVEMENT PLAN - AREA 2
T
Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342
Contact: Steven Sutton, P.E.
Phone: (248) 635-6571 (cell) E-mail: swsutton@nfe-engr.com
NF
ENGINEERS
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GRADING IMPROVEMENT PLAN - AREA 1
GRADING IMPROVEMENT PLAN - AREA 2
BEN
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MULLETT LAKE
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LEGEND - BORING
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LEGEND - SURFACE
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050100 50 100 150
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AREA 2
STEWARDSHIP / ARTIFACT NOTE
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
SOIL EROSION CONTROL SOIL EROSION NOTE
DAMAGE TO PRIVATE PROPERTY
STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)
SESC SEQUENCE
ACCESS ROUTE/TRACKED VEHICLES
SOIL BORING INFORMATION
EX. SOIL CONDITIONS
WORKING HOURS
UTILITIES
HDPE UTILITY INSTALLATION
DEWATERING
EXISTING ELECTRICAL
PROJECT RESTORATION
SILT FENCE DETAIL
SECTION VIEWFRONT VIEW
PLAN VIEW SECTION A-A
LEGEND - SESC
SILT SACK FILTER DETAIL
BAG DETAIL
INSTALLATION DETAIL
BASE BID/ALTERNATES
STORM SEWER/GRADING LEGEND
LE
TT
LA
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E1
E2
E3
TB-
TB-
TB-
TB-
Storm Drainage Structure Schedule
Structure Name #31
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#32
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#33
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#34
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#35
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#36
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#37
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#38
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#39
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#E1 Ex. Storm Structure
#E2 Ex. Storm Structure
#E3 Ex. Storm Structure
Structure Details
PR. RIM 600.86
PR. 6" E. INV. 595.59
PR. 6" W. INV. 595.59
PR. RIM 601.35
PR. 6" W. INV. 595.76
PR. RIM 598.71
PR. 8" S. INV. 593.76
PR. 8" N. INV. 593.76
PR. 4" SW. INV. 593.76
PR. 18" E. INV. 593.56
PR. 18" W. INV. 593.56
PR. RIM 598.30
PR. 8" S. INV. 594.11
PR. 6" NE. INV. 594.25
PR. RIM 596.00
PR. 8" N. INV. 594.12
PR. RIM 597.50
PR. 8" NW. INV. 594.44
PR. 8" S. INV. 594.65
PR. RIM 597.50
PR. 8" N. INV. 594.44
PR. RIM 597.75
PR. 8" N. INV. 594.44
PR. 8" SW. INV. 594.44
PR. RIM 598.25
PR. 8" S. INV. 594.75
PR. RIM 597.65
PR. 4" E. INV. 593.25
PR. 4" SE. INV. 593.25
PR. 6" E. INV. 593.25
PR. 6" W. INV. 593.25
PR. RIM 598.37
PR. 6" E. INV. 595.23
PR. 6" SE. INV. 595.83
PR. 6" W. INV. 595.23
PR. RIM 597.76
PR. 8" NE. INV. 594.36
PR. 8" SE. INV. 594.36
PR. 18" E. INV. 594.36
PR. 18" W. INV. 594.36
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MATCHLINE SHEET C6
ST
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EW
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PL
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LEGEND - PAVING
LEGEND - PROPOSED
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LEGEND - EXISTING
BORING LEGEND
SB-1
NF
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Site
KEY Map
AREA 1
AREA 2
NF
N
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W
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Scale: 1"=30'
01530 15 30 45
LEGEND - SESC
MATCHLINE SHEET C6
TB-
TB-
TB-
TB-
17A
Storm Drainage Structure Schedule
Structure Name #10 End Section #11
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#12
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#13
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#14
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#15
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#17A
END SECTION
#17
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#18
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#19
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#20
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#21
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#22
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#23
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#24
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#25
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#26
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#27
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#28
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
Structure Details
PR. 10" INV. 594.09
PR. RIM 597.00
PR. 10" SW. INV. 593.30
PR. 10" NE. INV. 593.30
PR. RIM 597.70
PR. 10" SW. INV. 593.69
PR. 10" N. INV. 593.69
PR. 8" W. INV. 593.69
PR. RIM 598.50
PR. 10" N. INV. 593.98
PR. 10" S. INV. 593.98
PR. RIM 598.50
PR. 8" N. INV. 594.29
PR. 10" S. INV. 594.29
PR. RIM 598.50
PR. 8" S. INV. 594.77
PR. 10" E. INV. 594.00
PR. RIM 597.40
PR. 10" N. INV. 593.48
PR. 8" E. INV. 593.48
PR. 4" E. INV. 593.48
PR. 10" SW. INV. 593.48
PR. RIM 597.46
PR. 10" NE. INV. 593.77
PR. 8" E. INV. 593.77
PR. 10" S. INV. 593.77
PR. 4" N. INV. 593.77
PR. RIM 597.76
PR. 10" NE. INV. 594.07
PR. 8" E. INV. 594.07
PR. 10" SW. INV. 594.07
PR. 4" E. INV. 594.07
PR. RIM 598.05
PR. 8" E. INV. 594.36
PR. 4" N. INV. 594.36
PR. 10" SW. INV. 594.36
PR. RIM 597.25
PR. 8" SE. INV. 594.62
PR. 8" W. INV. 594.62
PR. RIM 598.83
PR. 4" E. INV. 594.82
PR. 8" NW. INV. 594.82
PR. RIM 597.90
PR. 8" SE. INV. 594.38
PR. 8" W. INV. 594.38
PR. RIM 598.22
PR. 4" E. INV. 594.70
PR. 8" NW. INV. 594.70
PR. RIM 596.00
PR. 8" SE. INV. 594.00
PR. 8" W. INV. 594.00
PR. RIM 597.01
PR. 8" NW. INV. 594.20
PR. RIM 597.27
PR. 4" E. INV. 593.92
PR. 8" W. INV. 593.92
PR. 10" NE. INV. 594.10
PR. 4" NE. INV. 595.50
PR. RIM 595.80
#16
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
PR. RIM 598.00
PR. 8" S. INV. 594.69
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MATCHLINE SHEET C7 MATCHLINE SHEET C7
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SHALLOW OPEN BOTTOM STRUCTURE DETAIL
HANDHOLE DRAIN CONNECTION DETAIL
ELECTRICAL HANDHOLE DETAIL
4" PVC DRAIN TO DRAINAGE
STRUCTURE CONNECTION DETAIL
TRENCH DETAIL B
SEWER UNDER ROADBED
OR WITHIN INFLUENCE OF ROADBED
SIDE VIEWFRONT VIEW
BULKHEAD DETAIL
HMA PAVEMENT SECTION
CONCRETE SIDEWALK SECTION
HDPE INFILTRATION TRENCH DETAIL
AGGREGATE DRIVE
TYPICAL SITE LAYOUT WITH AGGREGATE CAMPER PAD
TYPICAL CAMPSITE GRADING SECTIONLOW-HEAD OPEN BOTTOM DRAIN STRUCTURE DETAIL
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BIO-RETENTION AREA - SECTION C-C
SEAWALL OVERFLOW - SECTION D-D
WETLAND EDGE SEED MIX
CONCRETE HEADWALL OUTLET
6" CHECK VALVE W/CLEANOUT
FLAGSTONE AND BIO-RETENTION OUTLETS
TOP SOIL
LOWERING OF ELECTRICAL LINES
EGLE PERMIT
| O091_SITE_Bid-T-Title Sheet |
| Sheets and Views |
| T-Title Sheet |
| O091_SITE_Bid-C1-Overall - Topo |
| Sheets and Views |
| C1-Overall - Topo |
| O091_SITE_Bid-C2-Area 1 - Topo |
| Sheets and Views |
| C2-Area 1 - Topo |
| O091_SITE_Bid-C3-Area 2 - Topo |
| Sheets and Views |
| C3-Area 2 - Topo |
| O091_SITE_Bid-C4-Overall - Imp. |
| Sheets and Views |
| C4-Overall - Imp. |
| O091_SITE_Bid-C5 - Area 1 - Stm. |
| Sheets and Views |
| C5 - Area 1 - Stm. |
| O091_SITE_Bid-C6 - Area 2 - Stm. |
| Sheets and Views |
| C6 - Area 2 - Stm. |
| O091_SITE_Bid-C7 - Area 1 - Grading |
| Sheets and Views |
| C7 - Area 1 - Grading |
| O091_SITE_Bid-C8 - Area 2 - Grading |
| Sheets and Views |
| C8 - Area 2 - Grading |
| O091_SITE_Bid-C9-Details |
| Sheets and Views |
| C9-Details |
| O091_SITE_Bid-C10-Outlet Details |
| Sheets and Views |
| C10-Outlet Details |
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