751_13068.TAP_DB to LL Trail_BidPackage1_Plans_8.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 230000000382 2
- Issued by
- Houghton County, Lansing City, Michigan
About this file
Lake Linden Trail Restoration Project - Construction Plans
This is a construction plans document prepared by the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division, located in Hancock, Michigan. The project involves the Lake Linden Trail Restoration (Project No. 7136-20-0040) and includes detailed civil engineering plans and profiles for trail construction across multiple segments. The project encompasses the installation of multiple culverts, including 36-inch diameter concrete culverts, 24-inch culverts, and end sections, along with slope restoration work classified as Type D. The plans indicate clearing limits, aggregate surface specifications, and drainage infrastructure improvements across stationing from approximately 251+00 to 259+97 and 636+00 to 653+00. The project site is located near Woodside Lane, First Street, and Montreal Road in the Lake Linden area, with a 40-foot right-of-way designation throughout.
The construction documents include detailed elevation profiles, proposed grade specifications, and vertical curve calculations for trail centerline alignment. Critical underground utility coordination is required, specifically for fiber optic line protection and final location determination by the contractor. The plans reference standard detail sheets (Sheet 34 for culvert installation and Sheet 37 for plunge pool details) and include multiple cross-section views with elevation data and slope percentages ranging from approximately -3.22% to 8.70%. The document was prepared by OHM-Advisors and dated March 28, 2023, indicating this is a bid package for competitive construction contracting.
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649+00
650+00
257+00
259+97
1+11
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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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PROP GRADE @ ℄
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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R 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
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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
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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.)
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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
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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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