Bid Package 4 Plans 4 14068.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000061
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document is a set of construction plans for Bid Package 4 of the 751/14068 TAP; Dollar Bay to Lake Linden Trail project in Houghton County, Michigan. The project involves the installation of new culverts, slope restoration, and an aggregate surface for a segment of the trail. Key details include the installation of 48-inch and 24-inch culverts, culvert end sections, plunge pools, and 8-inch aggregate surface. The project is being managed by the Department of Technology, Management and Budget, State of Michigan. Bid submissions must be uploaded to the SIGMA VSS system, and questions should be emailed to the designated contact. The bid package does not include pricing terms, set asides, or funding details.
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385+00386+00387+00388+00389+00390+00
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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.)
KEY PLAN
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AGGREGATE SURFACE, CSE, 8 INCH
SLOPE RESTORATION, TYPE D
CULV, CL A, 12 INCH
CULV END SECT, 12 INCH (TYP)
SLOPE RESTORATION, TYPE D
AGGREGATE SURFACE, CSE, 8 INCH
CULV, CL A, 12 INCH
PLUNGE POOL, SEE DETAIL SHEET 63
INSTALL NEW CULVERT,
SEE STANDARD CULVERT
INSTALLATION DETAILS SHEET 61
CULV, CL D, CONC, 48 INCH
CULV END SECT, CONC, 48 INCH
RIPRAP, SALVAGED
RIPRAP, SALVAGED
PLUNGE POOL, SEE DETAIL SHEET 63
385+00
386+00
387+00
388+00
389+00
390+00
390+50
℄6
.3
0.18%
-2 .2
% -0.01%
L.P. STA = 386+38.24
L.P. ELEV = 764.34
PVI STA = 386+38.24
PVI ELEV = 762.54
K: = 10.00
120.00' VC
A.D. = 12.00%
L.P. STA = 389+30.91
L.P. ELEV = 768.17
PVI STA = 389+31.68
PVI ELEV = 767.91
K: = 10.00
46.01' VC
A.D. = 4.60%
H.P. STA = 385+18.22
H.P. ELEV = 768.47
PVI STA = 385+38.16
PVI ELEV = 768.54
K: = 7.07
45.00' VC
A.D. = 6.36%
H.P. STA = 387+60.34
H.P. ELEV = 768.52
PVI STA = 387+37.93
PVI ELEV = 768.52
K: = 7.49
45.00' VC
A.D. = 6.01%
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110 Ft 48" CULV, CL D, CONC @ 9.14%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 390+50-STA 385+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROX EXC LIMITS
PROP GRADE @ ℄
1.0'
0.0'
APPROX EXC LIMITS
1.0'
1.0'
1.0'
1.0'
31 Ft 24" CULV, CL A @ 13.3%
40 Ft 12 " CULV, CL A 13.0%
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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.)
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LIMITS OF CLEARING, TYP
CLEARING
CAUTION: SHALLOW WATERMAINS
CAUTION: SHALLOW WATERMAINS
382+00383+00384+00385+00
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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.)
M
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A
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G R
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AGGREGATE SURFACE, CSE, 8 INCH
SLOPE RESTORATION, TYPE D
CULV, CL A, 24 INCH
CULV END SECT, 24 INCH
PLUNGE POOL, SEE DETAIL SHEET 63
382+00383+00
384+00
385+00
66 Ft 24" CULV, CL B @ 5.85%
-0.93%0.98%
0.36%
L.P. STA = 383+73.58
L.P. ELEV = 767.84
PVI STA = 383+74.57
PVI ELEV = 767.64
K: = 44.51
85.00' VC
A.D. = 1.91%
H.P. STA = 384+30.82
H.P. ELEV = 768.15
PVI STA = 384+24.81
PVI ELEV = 768.13
K: = 19.57
12.02' VC
A.D. = 0.61%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 385+00-STA 382+50 PROPOSED TRAIL CENTERLINE PROFILE
1.0'
1.0'
APPROX EXC LIMITS
PROP GRADE @ ℄
F
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SF
S F
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Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
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OHM-ADVISORS.COM
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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.)
(170' R.O.W.)
R
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LIMITS OF CLEARING (TYP)
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CLEARING
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