751_13068.TAP_DB to LL Trail_BidPackage1_Plans_8.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 230000000382
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document contains construction plans and profiles for the Dollar Bay to Lake Linden Trails (Bid Pkg 1) project, which is a state and local contract opportunity for the Michigan Department of Technology, Management and Budget, State of Michigan. The project involves the installation of aggregate surface trail, culvert work, slope restoration, and related site work along the proposed trail alignment in Houghton County and the Dollar Bay CDP. The project plans provide details on the trail alignment, culvert sizes and locations, and grading profiles. The contract opportunity appears to have a 40-foot right-of-way and includes instructions for coordinating with existing utilities. Based on the plans, the project will require installation of new 36-inch diameter concrete culverts at several locations along the trail alignment.
The plans do not contain pricing terms, set asides, incumbent information, or funding details. The document indicates this is Bid Package 1 for the overall project, suggesting there may be additional bid packages or phases. No specific bid due dates, award dates, or contract term information is provided in the plans.
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649+00
650+00
257+00
259+97
1+11
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
KEY PLAN
M-26
WOODSIDE LN
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AGGREGATE SURFACE CSE, 8 INCH
CULVERT, CL A, 36 INCH
MDOT CULVERT, 36" CONCRETE
E12
E12
E12
E12
CULVERT, CL A, 36 INCH
CULVERT, CL A, 24 INCH
CULVERT, END SECT, 36 INCH
SLOPE RESTORATION, TYPE D
CULVERT, END SECT, 24 INCH, TYP
SLOPE RESTORATION, TYPE D
E12
RIPRAP, PLAIN
E12
' R
.O .W
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
CULV END SECT, 36 INCH, TYP
647+00
648+00
649+00
650+00
651+00
652+00
653+00
-1.11%
1.22%
-0.50%
-0.99%
.2
L.P. STA = 652+28.47
L.P. ELEV = 619.29
PVI STA = 652+26.47
PVI ELEV = 619.16
K: = 25.47
52.71' VC
A.D. = 2.07%
L.P. STA = 651+43.05
L.P. ELEV = 618.94
PVI STA = 651+47.89
PVI ELEV = 618.90
K: = 13.29
22.86' VC
A.D. = 1.72%
L.P. STA = 651+25.40
L.P. ELEV = 619.01
PVI STA = 651+09.85
PVI ELEV = 619.09
K: = 11.40
31.09' VC
A.D. = 2.73%
L.P. STA = 649+12.74
L.P. ELEV = 618.79
PVI STA = 649+35.16
PVI ELEV = 618.52
K: = 10.00
64.60' VC
A.D. = 6.46%
H.P. STA = 651+96.55
H.P. ELEV = 619.47
PVI STA = 651+96.39
PVI ELEV = 619.49
K: = 2.98
6.96' VC
A.D. = 2.34%
H.P. STA = 650+12.06
H.P. ELEV = 621.98
PVI STA = 650+06.43
PVI ELEV = 622.42
K: = 5.00
43.48' VC
A.D. = 8.70%
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40 Ft 36" CULV, CL A, @3.97%
APPROX EXC LIMITS
40 Ft 24" CULV, CL A, @0.45%
APPROX EXC LIMITS
1.0' 1.0'
1.0' 1.0'
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR
PROTECTION AND FINAL LOCATION OF EXISTING FIBER OPTIC LINE
256+50
257+00
258+00
259+00
259+97
PROP GRADE @ ℄
1.19%
1.50%
-1 .8
8%
.0
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L.P. STA = 259+04.97
L.P. ELEV = 618.95
PVI STA = 259+37.23
PVI ELEV = 619.43
K: = 15.03
64.53' VC
A.D. = 4.29%
L.P. STA = 257+13.95
L.P. ELEV = 615.68
PVI STA = 257+19.55
PVI ELEV = 615.39
K: = 10.00
48.79' VC
A.D. = 4.88%
H.P. STA = 259+88.61
H.P. ELEV = 621.99
PVI STA = 259+79.43
PVI ELEV = 621.88
K: = 3.99
18.35' VC
A.D. = 4.60%
H.P. STA = 256+73.56
H.P. ELEV = 616.18
PVI STA = 256+77.61
PVI ELEV = 616.18
K: = 4.45
8.63' VC
A.D. = 1.94%
H.P. STA = 257+78.88
H.P. ELEV = 617.06
PVI STA = 257+71.37
PVI ELEV = 616.95
K: = 10.00
15.02' VC
A.D. = 1.50%
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APPROX EXC LIMITS
1.0'1.0'
83 Ft 36" CULV, CL A, @ 2.66%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 653 - STA 647+00 PROPOSED TRAIL CENTERLINE PROFILE
STA 259+97 - STA 256+50 PROPOSED TRAIL CENTERLINE PROFILE
S
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(40' R.O.W.)
feetGRAPHIC SCALE: FULL feetHALF
60402010
KEY PLAN
M-26
WOODSIDE LN
S
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M O
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LIMITS OF CLEARING, TYP
CLEARING
INSTALL NEW CULVERT, SEE
STANDARD DETAILS ON SHEET
34 FOR CULVERT INSTALLATION
S51
MDOT CULVERT, 36" CONCRETE
UNDERGROUND UTILITY
641+00
642+00
643+00
644+00
645+00
646+00
647+00
251+00
252+00
253+00
254+00
255+00
256+00
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before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
90603015
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
KEY PLAN
M-26
WOODSIDE LN
S
T
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M O
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R
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NTS
(40' R.O.W.)
INSTALL NEW 36" DIAMETER
CULVERT, SEE STANDARD
DETAILS ON SHEET 34
MDOT CULVERT, 36" CONCRETE
251+00
252+00
253+00
254+00
255+00
256+00
256+50
PROP GRADE @ ℄
SEE STANDARD DETAIL ON PAGE 34
FOR TYPICAL CULVERT INSTALLATION
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 256+50 - STA 251+00 PROPOSED TRAIL CENTERLINE PROFILE
S F
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
(40' R.O.W.)
R
KEY PLAN
M-26
WOODSIDE LN
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LIMITS OF CLEARING, TYP
CLEARING
EX 36" DIA RCP CULVERT
636+00
637+00
638+00
639+00
640+00
641+00
246+00
247+00
248+00
249+00
250+00
251+00
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R feetGRAPHIC SCALE: FULL feetHALF
Value
####Value##
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(40' R.O.W.)
KEY PLAN
M-26
WOODSIDE LN
S
T
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M O
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R O
A L
R
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CULVERT, CL A, 36 INCH
EX 36" DIA RCP CULVERT
PLUNGE POOL, SEE STANDARD
DETAIL ON SHEET 37
E12
E12
SLOPE RESTORATION, TYPE D, TYP
UNDERGROUND UTILITY
CULV END SECT, 36 INCH, TYP
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