SHEET INDEX
# SHEET TITLE
1 COVER SHEET
2 MATHEWS ST REMOVAL PLAN
3 FIRST ST REMOVAL PLAN
4 MATHEWS ST GENERAL PLAN OF STRUCTURE
5 FIRST ST GENERAL PLAN OF STRUCTURE
6 MATHEWS ST CROSS SECTIONS
7 FIRST ST CROSS SECTIONS
8 MATHEWS ST & FIRST ST SECTION DETAILS
9 MATHEWS ST DECK PLAN
10 FIRST ST DECK PLAN
11 MATHEWS ST & FIRST ST POST TENSIONING SYSTEM
12 FIRST ST DEADMEN PLAN
2020 B
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MATHEWS ST OVER TAWAS RIVER
CITY OF TAWAS CITY
SEC 30, T22N, R8E
TAWAS CITY
IOSCO COUNTY, MICHIGAN
MARCH 2020
2020 BRIDGE REHABILITATION PROJECT
CONTRACT FOR: BRIDGE REHABILITATION AND RELATED APPROACH WORK
CITY OF TAWAS CITY
GUS OLIVER - DIRECTOR OF PUBLIC WORKS DATE
BRADLEY A. LINK, P.E.
REGISTERED PROFESSIONAL ENGINEER NO. 40060
DATE
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
PREPARED UNDER THE SUPERVISION OF:
PROJECT LOCATION
Know what's below.before you dig.Call
R
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
SHEET 1 OF 12
MICHIGAN
GENERAL NOTES:
EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE
PROPOSAL AND SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND
WORKMANSHIP SHALL BE ACCORDING TO THE MICHIGAN DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION 2012 EDITION.
WORK SHALL COMPLY WITH SECTION 504 OF THE REHABILITATION ACT OF
1973 AND THE AMERICANS WITH DISABILITIES ACT OF 1990.
DESIGN OF STRUCTURAL MEMBERS BASED ON
STRUCTURAL STEEL: AASHTO M270, GRADE 50 f
Y
= 50,000 psi
CONCRETE: GRADE S2 f'
c
= 3,000 psi
TIMBER: SYP No.1 f
b
= 1,250 psi
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53 1974 AS AMENDED,THE CONTRACTOR SHALL CONTACT MISS
DIG AT 800-482-7171 or on-line at https://www.missdig.org/ A MINIMUM OFTHREE (3) WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS ANDHOLIDAYS) PRIOR TO EXCAVATION ON-SITE. ALL”MISS DIG” PARTICIPATINGMEMBERS WILL THUS BE NOTIFIED. THIS DOES NOT RELIEVE THECONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAYNOT PARTICIPATE IN THE “MISS DIG” SYSTEM. ALSO, NOTIFY THE CITY OFTAWAS CITY AT 1 - (989) 362-2521 THREE WORKING DAYS PRIOR AS ABOVE.
FIRST ST OVER TAWAS RIVER
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST
REMOVAL PLAN
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 2 OF 12
0
FEET
20 40
1'' = 20'
T
A
W
A
S
R
IV
E
R
F
L
O
W
M
A
T
H
E
W
S
S
T
5
8
6
5
8
4
5
8
2
5
8
7
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
FIRST ST
REMOVAL PLAN
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 3 OF 12
0
FEET
20 40
1'' = 20'
T
A
W
A
S
R
IV
E
R
(W
S
E
=
5
8
1
.7
5
)
FLO
W
1ST ST
SIDEWALK
TIMBER
RAIL
RE
F. P
T "A
"
RE
F. P
T "B
"
26' SPAN 26' SPAN
HMA, 13A
AGGREGATE BASE 22A, 6" MIN
PLACE 6A AGGREGATE WRAPPED IN
GEOTEXTILE TO 6 INCHES ABOVE STREAM ELEV.
PLACE GEOTEXTILE, KEEP IN
PLACE WHILE BACKFILLING
HEAVY LINE INDICATES LIMITS
OF "EXCAVATION, FDN" AND
HATCHED AREA INDICATES LIMITS
OF "BACKFILL, STRUCTURE, CIP"
1
3'-0"
± 8'-0"
EXISTING
STREAM BOTTOM
ELEV. 577.63'±
1
BACKFILL WITH EXCAVATION SPOIL. NO
SPOIL SHALL BE REMOVED FROM THE SITE
UNLESS DIRECTED BY THE ENGINEER
ELE
V. 587.50'
ELE
V. 587.63
WSE TAWAS RIVER
EL = 581.75 (9/8/2017)
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST
GENERAL PLAN OF STRUCTURE
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 4 OF 12
0
FEET
20 40
1'' = 20'
T
A
W
A
S
R
I
V
E
R
F
L
O
W
M
A
T
H
E
W
S
S
T
5
8
6
5
8
4
5
8
2
5
8
7
SIDEWALK
TIMBER
RAIL
RE
F. P
T "A
"
RE
F. P
T "B
"
26' SPAN 26' SPAN
HMA, 13A
AGGREGATE BASE 22A, 6" MIN
PLACE 6A AGGREGATE WRAPPED IN
GEOTEXTILE TO 6 INCHES ABOVE STREAM ELEV.
PLACE GEOTEXTILE, KEEP IN
PLACE WHILE BACKFILLING
HEAVY LINE INDICATES LIMITS
OF "EXCAVATION, FDN" AND
HATCHED AREA INDICATES LIMITS
OF "BACKFILL, STRUCTURE, CIP"
1
3'-0"
± 8'-0"
EXISTING
STREAM BOTTOM
ELEV. 577.88'±
1
BACKFILL WITH EXCAVATION SPOIL. NO
SPOIL SHALL BE REMOVED FROM THE SITE
UNLESS DIRECTED BY THE ENGINEER
ELE
V. 587.68'
ELE
V. 587.88
WSE TAWAS RIVER
EL = 581.75 (9/8/2017)
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
FIRST ST
GENERAL PLAN OF STRUCTURE
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 5 OF 12
0
FEET
20 40
1'' = 20'
T
A
W
A
S
R
IV
E
R
(W
S
E
=
5
8
1
.7
5
)
FLO
W
1ST ST
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST
CROSS SECTIONS
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 6 OF 12
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
FIRST ST
CROSS SECTIONS
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 7 OF 12
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST & FIRST ST
SECTION DETAILS
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 8 OF 12
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST
DECK PLAN
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 9 OF 12
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
FIRST ST
DECK PLAN
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 10 OF 12
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
MATHEWS ST & FIRST ST
POST TENSIONING SYSTEM
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 11 OF 12
®
®
DRAWN BY: CHECKED BY: JOB NO:DJS BAL 18113744.005
FIRST ST
DEADMEN PLAN
2020 BRIDGE REHABILITATION PROJECT
CITY OF TAWAS CITY
310 W. FRONT STREET
SUITE 224
TRAVERSE CITY, MI 49684
PHONE: (231) 499-9479
SHEET 12 OF 12