751_13068.TAP_DB to LL Trail_BidPackage1_Plans_5.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 230000000382 2
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This file consists of civil engineering plan sheets and profile views for the Lake Linden Trail Restoration project, 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, identified as 7136-20-0040, involves the restoration and construction of a proposed trail within a 60-foot right-of-way along a segment spanning from station 664+50 to station 670+00. The scope of work includes aggregate surface trail construction with an 8-inch box culvert (16 feet by 5 feet), slope restoration (Type D), plunge pool installation, and trail clearing at 14 feet width centered on the existing trail. The plans indicate vegetation clearing limits, underground utility cautions for a critical fiber optic line requiring contractor coordination with the utility company, and erosion control measures including a diversion ditch and bypass pumping if streamflow occurs during construction activities.
The profile view documents contain detailed elevation data, vertical curve information, and grading specifications for the proposed trail centerline. Key elevation points range from approximately 632 feet at the high point to 624 feet at the low point, with vertical curves designed to manage grade transitions across the project alignment. The plans note the existence of underground utilities requiring careful protection and coordination during excavation, and contractor responsibility for identifying and protecting all critical infrastructure before commencing work.
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Text version
665+00
666+00
667+00
668+00
669+00
670+00
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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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