Bid Package 2 Plans 6 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document contains plans and specifications for Bid Package 2 of the Dollar Bay to Lake Linden Trail restoration project, which is being managed by the Department of Technology, Management and Budget of the State of Michigan. The project involves repairs, culvert replacements, and slope restoration work along a 6-mile segment of the trail located within Houghton County, Michigan. Key elements include a 96-inch culvert replacement, a 5.5' x 6.6' box culvert, aggregate surface work, and various slope restoration activities. The bid submission deadline is 2:00 PM on the due date, with electronic bid submissions required via the SIGMA VSS system. Bidders are instructed to direct all questions to the designated project contact, Deana Wuori of OHM Advisors.
Regarding pricing and terms, the solicitation indicates this is a transportation alternatives program (TAP) project, though specific funding sources and requirements are not provided. No information is given about any incumbent contractors or the current competitive environment. Bidders are advised that individual file attachments cannot exceed 6 MB, and that email submissions may be accepted on a case-by-case basis if SIGMA VSS issues arise.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SF
S F
SF
S
F
S
F
S
F
S
F
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\R em ov al\
RE
M_
SE
G2 _1
.dw g
N ov
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
KEY PLAN
F
O
R
S
M
A
N
R
D
S
A
F
L A
T
M
NTS
EXCAVATION, EARTH
CLEARING LIMITS
568+00
569+00
570+00
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
P
L
U
R
I B
U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S
I
Q
U
E R
E I
S
P E
N I
N S
U
L A
M
A M
O E
N A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\P lan s_ Co ns t\2
0C
ON
_S
EG
2_ 1.d wg ov
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(6 R
.O .W
KEY PLAN
F
O
R
S
M
S
A
A
M
NTS
SLOPE RESTORATION TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
AGGREGATE SURFACE CSE,
8 INCH (TYP)
CULVERT, CL D 96 INCH
CULV, END SECT, 96 INCH (TYP)
567+50568+00569+00570+00571+00572+00573+00573+50
567+50568+00569+00570+00571+00572+00
573+00
573+50
-1 .9
2%
H.P. STA = 571+06.09
H.P. ELEV = 682.42
PVI STA = 571+68.80
PVI ELEV = 682.25
K: = 76.59
125.43' VC
A.D. = 1.64%
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PROP GRADE @ ℄
100 Ft 96" CULV, CL D, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
Know what's below.
before you dig.Call
R
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\P ro file s\2
0P
RF
_S
EG
2_
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 573+50 - STA 567+50 PROPOSED TRAIL CENTERLINE PROFILE
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\R em ov al\
RE
M_
SE
G2 _1
.dw g
N ov
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
KEY PLAN
F
O
R
S
M
S
A
A
M
NTS
CULVERT REPAIRS, SEE
SHEET 70
RELOCATE BOULDER
AWAY FROM OUTLET
PROP BYPASS PUMP LOCATION
NON EASEMENT ACCESS -
OWNER DOES NOT HAVE AN
EASEMENT FOR THIS ACCESS
LIMITS OF CLEARING, TYP
DISCHARGE BYPASS PUMPING INTO RIPRAP DITCH
UPLAND OF EXISTING STREAM CHANNEL - PAID
FOR AS _EROSION CONTROL, DIVERSION DITCH
561+50 562+00
563+00
564+00
565+00
566+00
567+00
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\P lan s_ Co ns t\2
0C
ON
_S
EG
2_
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
KEY PLAN
F
O
R
S
M
S
A
A
M
NTS
SITE 565+78.15
NO WORK
CULVERT REPAIRS, SEE
SHEET 70
SLOPE RESTORATION TYPE D
BOX CULVERT, 5.5' X 6.6'
561+50563+00564+00565+00566+00567+00567+50
EXISTING BOX CULVERT
Know what's below.
before you dig.Call
R
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\P ro file s\2
0P
RF
_S
EG
2_
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 567+50 - STA 561+50 PROPOSED TRAIL CENTERLINE PROFILE
P
E P
Know what's below.
before you dig.Call
R
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S I
Q U
E
R E
I
S P
E N
I N
S U
L A
M A
M O
E N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ La ke _L ind en
_T ra il_ Re sto ra tio n_
\D ra wi ng s\C ivi l\T ra il\R em ov al\
RE
M_
SE
G3 _1
.dw g
N ov
, 2
2 -
8:
am
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
NTS
feetGRAPHIC SCALE: FULL feetHALF
60402010
EXISTING CONCRETE WALL
EXISTING CONCRETE WALL
File details come from the government source that posted it. Updated .