751_13068.TAP_DB to LL Trail_BidPackage1_Plans_5.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000382
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document appears to be a set of design plans for the "DB to LL Trail_BidPackage1" project, which is a contract opportunity issued by the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division. The project involves the construction of a 14-foot wide proposed trail along an existing alignment, including an 8-inch aggregate surface, a 16-foot by 5-foot box culvert, slope restoration, and other related work. The plans cover the segment from Station 670+00 to 664+50. The contract opportunity appears to be for Houghton County and the Dollar Bay CDP jurisdictions.
The plans provide detailed information on the proposed trail profile, including horizontal and vertical alignment, critical underground utility locations, and approximate excavation limits. The project also requires coordination with utility companies for protection and final location of an existing fiber optic line. Clearing limits for the trail are also depicted on the plans. The contract opportunity may have additional requirements related to erosion control, diversion ditches, and bypass pumping if streamflow is encountered during construction activities.
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Text version
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
KEY PLAN
M-26
WOODSIDE LN
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E12
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AGGREGATE SURFACE CSE, 8 INCH
BOX CULVERT, 16' X 5'
SLOPE RESTORATION, TYPE D
PROPOSED TRAIL, SEE SHEET 36
PLUNGE POOL, SEE DETAIL ON SHEET 37
UNDERGROUND UTILITY
CAUTION - CRITICAL
Profile View of Seg1-Alignment
664+50
665+00
666+00
667+00
668+00
669+00
670+00
-1 .4
1%
-2 .2
L.P. STA = 670+34.02
L.P. ELEV = 624.86
PVI STA = 669+98.33
PVI ELEV = 624.40
K: = 96.16
200.00' VC
A.D. = 2.08%
L.P. STA = 666+73.08
L.P. ELEV = 628.99
PVI STA = 665+88.90
PVI ELEV = 630.18
K: = 198.21
168.36' VC
A.D. = 0.85%
H.P. STA = 664+97.10
H.P. ELEV = 632.17
PVI STA = 665+00.29
PVI ELEV = 632.18
K: = 3.27
8.42' VC
A.D. = 2.57%
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16 Ft x 5 Ft Precast Conc Box, @0.86%
APPROX EXC LIMITS
1.0' 1.0'
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR
PROTECTION AND FINAL LOCATION OF EXISTING FIBER OPTIC LINE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 670+00-STA 664+50 PROPOSED TRAIL CENTERLINE PROFILE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
R feetGRAPHIC SCALE: FULL feetHALF
60402010
KEY PLAN
M-26
WOODSIDE LN
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LIMITS OF CLEARING, TYP
CLEARING
TRAIL CLEARING
TRAIL CLEARING
14 Ft Trail Width, Centered on Existing Trail, Typical
(60' R.O.W.)
LIMITS OF CLEARING, TYP
TRAIL CLEARING
TRAIL CLEARING
IF STREAMFLOW IS OCCURRING DURING WORK
ACTIVITIES, INSTALL A DIVERSION DITCH AND
PERFORM BYPASS PUMPING, PAID FOR AS -
_EROSION CONTROL, DIVERSION DITCH AND
_EROSION CONTROL, BYPASS PUMPING
SECTION LINE
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
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