Bid Package 2 Plans 2 14068.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document is a set of plans and design details for a trail restoration project in Houghton County, Michigan. The project is managed by the State of Michigan Department of Technology, Management and Budget. The plans detail the construction of new culverts, slope restoration, and aggregate surface along a 6,000-foot section of the trail. Key items include the installation of 24-inch, 36-inch, 48-inch, and 60-inch culverts, as well as plunge pools and slope restoration. The bid package is labeled as #2, indicating this is a subsequent phase of a larger trail project. Bids are to be submitted electronically through the SIGMA VSS system, with a deadline of 2:00 PM on the due date. Bidders are instructed to email the procurement specialists with any SIGMA VSS submission issues.
The plans provide detailed quantities and locations for the various trail elements. Pricing is not included, as this is a construction bid package rather than a pricing document. Funding sources and amounts are not specified. The incumbent contractor, if any, is not identified. The overall project appears to be part of a larger trails and infrastructure initiative in the region, with this bid package representing one component.
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622+00
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48.4'
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before you dig.Call
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60402010
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
A
CULVERT, CL A 24 INCH
SLOPE RESTORATION, TYPE D
AGGREGATE SURFACE CSE, 8 INCH (TYP)
AGGREGATE SURFACE CSE, 8 INCH (TYP)
SLOPE RESTORATION, TYPE D
CULVERT, CL B 48 INCH
AGGREGATE SURFACE CSE, 8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL B 36 INCH
A P
P R
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A T
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L O
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REPLACE EXISTING CULVERT
WITH NEW 24" CULVERT SEE
CULVERT REPLACEMENT TYPICAL
PLANS AND DETAIL SHEET 70
KEY PLAN
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CULVERT, END SECT, 24 INCH (TYP)
CULVERT, END SECT, 24 INCH (TYP)
CULVERT, END SECT, 36 INCH (TYP)
621+50622+00623+00624+00625+00626+00627+00627+50
621+50
622+00
623+00
624+00
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627+00
627+50
-1.01%
-0.98%
-0.58%
-0.06%
-0.36%
-1 .9
8%
L.P. STA = 623+03.69
L.P. ELEV = 639.02
PVI STA = 623+00.77
PVI ELEV = 639.02
K: = 19.26
5.84' VC
A.D. = 0.30%
L.P. STA = 622+92.12
L.P. ELEV = 639.05
PVI STA = 622+39.24
PVI ELEV = 639.24
K: = 65.46
105.75' VC
A.D. = 1.62%
H.P. STA = 624+72.02
H.P. ELEV = 638.32
PVI STA = 625+41.06
PVI ELEV = 637.65
K: = 4676.79
138.08' VC
A.D. = 0.03%
H.P. STA = 624+64.93
H.P. ELEV = 638.38
PVI STA = 624+68.39
PVI ELEV = 638.36
K: = 17.47
6.90' VC
A.D. = 0.40%
H.P. STA = 623+03.84
H.P. ELEV = 639.02
PVI STA = 623+62.27
PVI ELEV = 638.98
K: = 222.80
116.85' VC
A.D. = 0.52%
H.P. STA = 621+80.93
H.P. ELEV = 640.38
PVI STA = 621+83.58
PVI ELEV = 640.34
K: = 8.52
5.29' VC
A.D. = 0.62%
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PROP GRADE @ ℄
48 Ft 24" CULV, CL A, @7.20%
APPROX EXC LIMITS
58 Ft 48" CULV, CL A, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
1.0'
1.0'
PROPOSED 24" CULVERT, SEE
STANDARD DETAILS ON SHEET 70
64 Ft 36" CULV, CL B, @0.50%
APPROX EXC LIMITS
1.0'
1.0'
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before you dig.Call
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 627+50 - STA 621+50 PROPOSED TRAIL CENTERLINE PROFILE
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Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
CLEARING LIMITS
CLEARING LIMITS
CLEARING
CLEARING
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
KEY PLAN
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CLEARING
619+00
620+00
621+00
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
AGGREGATE SURFACE CSE,
8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SLOPE RESTORATION TYPE D
CULVERT, CL B 60 INCH
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SLOPE RESTORATION
TYPE D
A G
G R
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A T
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F A
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L B
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KEY PLAN
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SLOPE RESTORATION TYPE D
AGGREGATE SURFACE CSE,
8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL A 12 INCH
CULV, END SECT, 12 INCH (TYP)
CULV, END SECT, 60 INCH (TYP)
CULV, END SECT, 36 INCH (TYP)
PLUNGE POOL SHALL BE
SHORTENED FROM
STANDARD DETAIL TO
STAY WITHIN ROW LIMITS
615+50616+00617+00618+00619+00620+00621+00621+50
-1 .3
6%
-1.21%
-0.41%
-1 .5
1%
L.P. STA = 618+89.27
L.P. ELEV = 643.75
PVI STA = 617+89.27
PVI ELEV = 644.16
K: = 181.14
200.00' VC
A.D. = 1.10%
H.P. STA = 619+50.57
H.P. ELEV = 643.48
PVI STA = 619+72.07
PVI ELEV = 643.22
K: = 292.96
42.99' VC
A.D. = 0.15%
H.P. STA = 619+45.43
H.P. ELEV = 643.52
PVI STA = 619+47.57
PVI ELEV = 643.51
K: = 5.32
4.27' VC
A.D. = 0.80%
H.P. STA = 615+59.01
H.P. ELEV = 647.13
PVI STA = 616+22.47
PVI ELEV = 646.69
K: = 154.71
126.93' VC
A.D. = 0.82%
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615+50
616+00
617+00
618+00
619+00
620+00
621+00
621+50
℄ PROP GRADE @ ℄
64 Ft 60" CULV, CL B, @8.00%
APPROX EXC LIMITS
50 Ft 36" CULV, CL A, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
1.0'
1.0'
58 Ft 12" CULV, CL A, @9.19%
APPROX EXC LIMITS
1.0'
1.0'
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before you dig.Call
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 621+50 STA- 615+50 PROPOSED TRAIL CENTERLINE PROFILE
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