JN 222158 - High Street Plans Sealed.pdf
PDF 8 MB Posted
- Attached to
- 2024 High Street Reconstruction
- Solicitation number
- 222158
- Issued by
- Baraga County, Michigan
About this file
These engineering design and construction documents are for the High Street Reconstruction Project in the Village of Middleville, Barry County, Michigan. The project covers approximately 1.8 miles of High Street from Station 10+99 to Station 27+95, involving comprehensive infrastructure improvements including water main replacement, utility relocations, roadway reconstruction, drainage improvements, sidewalk installation, and associated street infrastructure. The project will reconstruct the roadway with new HMA pavement, concrete curb and gutter, concrete sidewalks, drainage structures, and will replace water main, water services, and lead/galvanized water service lines up to the house water meter. The plans include detailed design drawings for roadway sections, utility crossings, grading details, pavement markings, and signage.
The project involves multiple utility coordination points with AT&T, Charter Communications, Consumers Energy (electric and gas), Level 3 Communications, and the Village of Middleville water and sewer services. Engineering design follows AASHTO guidelines and includes specific technical specifications such as the Middleville Water Distribution Specification dated 7-23-2019. The construction will require careful management of existing underground utilities, with contractors mandated to use the Miss Dig system and notify utility owners before excavation. The comprehensive design documents provide granular details on construction methods, material specifications, drainage requirements, and precise elevation and grading specifications across multiple street intersections including Main Street, Dibble Street, Railroad Street, Fremont Street, Dayton Street, and Washington Street.
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| File | Type | Posted |
|---|---|---|
| JN 222158 - High Street Specifications Sealed.pdf |
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Text version
B A
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PROJECT LOCATION
VILLAGE OF MIDDLEVILLE
CHARTER COMMUNICATIONS -
1001 PAYNE LAKE RD
MIDDLEVILLE, MI 49333
PH. (269) 838-0262
PATRICK ALEXANDER
CONSUMERS ENERGY GAS DISTRIBUTION -
LANSING OPERATIONS CENTER
530 W. WILLOW
LANSING, MI 48909
PH. (269) 948-3506
DERRICK ROSENBURGER
PUBLIC UTILITIES
AT&T -
54 N. MILL ST, BOX 35
PONTIAC, MI 48342
PH. (616) 426-7302
CHERYL BENNETT
THE FOLLOWING UTILITIES ARE LOCATED IN OR NEAR THE
RIGHT-OF-WAY OF THIS PROJECT:
(TELECOMMUNICATIONS)
(GAS)
(TELECOMMUNICATIONS)
CONSUMERS ENERGY ELECTRIC DISTRIBUTION -
4000 CLAY AVE SW
GRAND RAPIDS, MI 49548
PH. (269) 948-3506
JESSE BURNS
(ELECTRIC)
LEVEL 3 COMMUNICATIONS -
1025 ELDORADO BLVD
BROOMFIELD, CO 80021
PH. 720-888-2061
JUDY HENRY
(FIBER OPTIC)
WATER AND SEWER
VILLAGE OF MIDDLEVILLE
100 E MAIN ST
MIDDLEVILLE MI 49333
PH. (269) 795-2094
ALEC BELSON
(WATER AND SEWER)
SITE LOCATION
VILLAGE OF
MIDDLEVILLE
THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN
ACCORDANCE WITH THE AASHTO; A POLICY ON GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS, 2001.
FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE
WITH PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL TOLL FREE
1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING
SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING EACH
EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN
PREVIOUSLY LOCATED. ALL "MISS DIG" PARTICIPATING MEMBERS WILL BE
THUS ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR
FROM NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS
DIG" SYSTEM.
MIDDLEVILLE WATER DISTRIBUTION SPECIFICATION DATED 7-23-2019 WILL
BE USED FOR THE INSTALLATION OF THE WATER MAIN .
P.O.B. STA. 10+99
P.O.E. STA. 27+95
VILLAGE OF MIDDLEVILLE
BARRY COUNTY, MICHIGAN
HIGH STREET RECONSTRUCTION
INDEX OF SHEETS
1 COVER SHEET
2-3 TYPICAL SECTIONS
4 DETAILS
5-7 REMOVALS
8-13 WATER MAIN
14-18 CONSTRUCTION
19-20 GRADING DETAILS
21-23 PAVEMENT MARKING AND SIGNAGE
TYPICAL EXISTING SECTION (HIGH ST)
TYPICAL EXISTING SECTION (HIGH ST)
TYPICAL EXISTING SECTION (HIGH ST)
TY
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TYPICAL PROPOSED SECTION (HIGH ST)
TYPICAL PROPOSED SECTION (HIGH ST)
TYPICAL PROPOSED SECTION (HIGH ST)
TYPICAL PROPOSED SECTION (HIGH ST)
TY
PI
C A
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PR
O
PO
SE
D
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HMA APPLICATION ESTIMATE TABLE
NOTES:
1. HMA BOND COAT 0.10 TO 0.15 GAL/SYD REQUIRED BETWEEN ASPHALT LIFTS. ENSURE FULL COVERAGE OF
ASPHALT SURFACE WITH BOND COAT PRIOR TO PAVING. (NOT A PAY ITEM)
2. APPLY BOND COAT TO VERTICAL SURFACES OF ALL EXISTING HMA OR CONCRETE PAVEMENT, CURBS, AND
GUTTERS ADJACENT TO NEW HMA PAVEMENT.
3. APPLY BOND COAT TO VERTICAL SURFACES OF PREVIOUSLY PLACED HMA PAVEMENT WITH THE TEMPERATURE OF THE PREVIOUSLY PLACE PAVEMENT FALLS BELOW 170°F OF WHEN AIR TEMPERATURE IS BELOW 50°F.
4. CHIPPING OF REMAINING ASPHALT AT BUTT JOINTS, CURB LINES, MONUMENT BOXES, WATER VALVE BOXES, AND
DRAINAGE "COLD MILLING, HMA SURFACE"
5. PLACE W8-1 "BUMP" WARNING SIGNS A MINIMUM OF 50 FEET IN ADVANCE OF TRANSITION MILLING LIMITS ALL
NAMED CROSS STREETS.
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W G ra n d R a p id s, M I
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D
ET
A
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S
TYPICAL TRENCH DETAIL
TYPICAL TRENCH DETAIL
UNDER PAVEMENT ONLY
FIRE HYDRANT ASSEMBLY
STANDARD CATCH BASIN
INLET PROTECTION - FABRIC DROP
INSTALLATION DETAIL
S58
ISOMETRIC VIEW
NOTES
SIDEWALK RAMP TYPE F
PROP. CONCRETE DRIVEWAY APPROACH (TYP.)
COPPER SERVICE
CONNECTION/SAMPLE POINT
STANDARD SIDEWALK
M.D.O.T. MODIFIED F-4 CURB & GUTTER
TYPICAL CONTINENTAL CROSSWALK DETAIL CONCRETE DRIVEWAY SECTION WATER MAIN OFFSET
VALVE BOX DETAIL
A A
SECTION A-A
CONCRETE RING DETAIL
MANHOLE CONCRETE COLLAR
LEGEND
ELEVATION DATUM
R
EM
O
VA
LS
: S
TA
. 1
0+
T O
S
TA
. 1 8+
MAIN ST
DIBBLE ST
B A
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N
TY
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A G
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ID
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T R
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
RAILROAD ST
R
EM
O
VA
LS
: S
TA
. 1
8+
T O
S
TA
. 2 6+
B A
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Y C
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N
TY
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A G
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F M
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TR
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T R
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
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W G ra n d R a p id s, M I
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
8+
FREMONT STREET
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
M A
TC
H
LI
N
E
ST
A
TI
O N
2+
DAYTON STREET
R
EM
O
VA
LS
: S
TA
. 2
6+
T O
S
TA
. 2 9+
B A
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TY
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WASHINGTON ST
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
11+00 12+00 13+00 14+00
LEGEND
ELEVATION DATUM
B A
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N
TY
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ID
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TR
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T R
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R U
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
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M A
TC
H
LI
N
E
ST
A
TI
O N
4+
WATER MAIN NOTES
W A
TE
R
M A
IN
: S
TA
0+
T O
S
TA
4+
DIBBLE ST
MAIN STREET
DIBBLE ST
15+00 16+00 17+00 18+00
LEGEND
ELEVATION DATUM
W A
TE
R
M A
IN
: S
TA
4+
T O
S
TA
8+
B A
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Y C
O U
N
TY
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ID
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H
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TR
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T R
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O
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ST
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C
TI
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.2
.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
WATER MAIN NOTES
19+00 20+00 21+00 22+00
LEGEND
ELEVATION DATUM
W A
TE
R
M A
IN
: S
TA
8+
T O
S
TA
2+
B A
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Y C
O U
N
TY
, M I
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ID
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H
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TR
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T R
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TI
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
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W G ra n d R a p id s, M I
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
8+
FREMONT ST
23+00 24+00 25+00 26+00
LEGEND
ELEVATION DATUM
W A
TE
R
M A
IN
: S
TA
2+
T O
S
TA
6+
B A
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Y C
O U
N
TY
, M I
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A G
E O
F M
ID
D
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VI
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H
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H S
TR
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T R
EC
O
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ST
R U
C
TI
O N
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
M A
TC
H
LI
N
E
ST
A
TI
O N
2+
DAYTON ST
27+00 28+00 29+00
LEGEND
ELEVATION DATUM
W A
TE
R
M A
IN
: S
TA
6+
T O
S
TA
9+
B A
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Y C
O U
N
TY
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ID
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
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N
E
ST
A
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6+
WASHINGTON STREET
DIBBLE STREET CROSSING
0+00 1+00 1+38
LEGEND
RAILROAD STREET
100+00 101+00
FREMONT STREET
0+00 1+00
W A
TE
R
M A
IN
: U
TI
LI
TY
C
R O
SS
IN
G D
ET
A
IL
S
B A
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Y C
O U
N
TY
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H
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T R
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
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W G ra n d R a p id s, M I
11+00 12+00 13+00 14+00
PROPOSED ROADWAY LEGEND
ELEVATION DATUM
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W G ra n d R a p id s, M I
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
C O
N
ST
R U
C
TI
O N
: S
TA
0+
T
O S
TA
4+
DIBBLE ST
15+00 16+00 17+00 18+00
ELEVATION DATUM
PROPOSED ROADWAY LEGEND
C O
N
ST
R U
C
TI
O N
: S
TA
4+
T
O S
TA
8+
B A
R R
Y C
O U
N
TY
, M I
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A G
E O
F M
ID
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T R
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ST
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W G ra n d R a p id s, M I
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
10+00
19+00 20+00 21+00 22+00
ELEVATION DATUM
PROPOSED ROADWAY LEGEND
C O
N
ST
R U
C
TI
O N
: S
TA
8+
T
O S
TA
2+
B A
R R
Y C
O U
N
TY
, M I
VI
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A G
E O
F M
ID
D
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VI
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E
H
IG
H S
TR
EE
T R
EC
O
N
ST
R U
C
TI
O N
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
8+
FREMONT ST
10+00
29+7123+00 24+00 25+00 26+00
ELEVATION DATUM
PROPOSED ROADWAY LEGEND
C O
N
ST
R U
C
TI
O N
: S
TA
2+
T
O S
TA
6+
B A
R R
Y C
O U
N
TY
, M I
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LL
A G
E O
F M
ID
D
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VI
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E
H
IG
H S
TR
EE
T R
EC
O
N
ST
R U
C
TI
O N
.2
.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
M A
TC
H
LI
N
E
ST
A
TI
O N
2+
DAYTON ST
27+00 28+00 29+00
29+71
10+00
ELEVATION DATUM
PROPOSED ROADWAY LEGEND
C O
N
ST
R U
C
TI
O N
: S
TA
6+
T
O S
TA
9+
B A
R R
Y C
O U
N
TY
, M I
VI
LL
A G
E O
F M
ID
D
LE
VI
LL
E
H
IG
H S
TR
EE
T R
EC
O
N
ST
R U
C
TI
O N
.2
.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
WASHINGTON STREET
G R
A D
IN
G
D
ET
A
IL
S
B A
R R
Y C
O U
N
TY
, M I
VI
LL
A G
E O
F M
ID
D
LE
VI
LL
E
H
IG
H S
TR
EE
T R
EC
O
N
ST
R U
C
TI
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W G ra n d R a p id s, M I
HIGH STREET AND DIBBLE WEST
STA 13+87 LT
HIGH STREET AND DIBBLE EAST
STA 13+87 RT
HIGH STREET AND RAILROAD WEST
STA 16+22 RT
G R
A D
IN
G
D
ET
A
IL
S
B A
R R
Y C
O U
N
TY
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HIGH STREET AND FREMONT EAST
STA 21+65 RT
HIGH STREET AND DAYTON EAST
STA 24+98 RT
PA
VT
M R
K G
S
IG
N
A G
E:
S
TA
. 1
0+
T O
S
TA
. 1 8+
MAIN ST
DIBBLE ST
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
4+
RAILROAD ST
B A
R R
Y C
O U
N
TY
, M I
VI
LL
A G
E O
F M
ID
D
LE
VI
LL
E
H
IG
H S
TR
EE
T R
EC
O
N
ST
R U
C
TI
O N
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.1 p h o n e h tt p /w ill ia m s-w o rk s.
co m
O tt a w a A ve N
W G ra n d R a p id s, M I
PA
VT
M R
K G
S
IG
N
A G
E:
S
TA
. 1
8+
T O
S
TA
. 2 6+
M
AT
CH
LI
NE
S
TA
TI
O N
+5
M A
TC
H
LI
N
E
ST
A
TI
O N
8+
FREMONT STREET
M A
TC
H
LI
N
E
ST
A
TI
O N
6+
M A
TC
H
LI
N
E
ST
A
TI
O N
2+
DAYTON STREET
B A
R R
Y C
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| Sheets and Views |
| Plt-CS-1 |
| PLT-TYP-2 |
| PLT-TYP-3 |
| Plt-DET-4 |
| Plt-REM-5 |
| Plt-REM-6 |
| Plt-REM-7 |
| Plt-WAT-8 |
| Plt-WAT-9 |
| Plt-WAT-10 |
| Plt-WAT-11 |
| Plt-WAT-12 |
| Plt-WAT-13 |
| Plt-CONST-14 |
| Plt-CONST-15 |
| Plt-CONST-16 |
| Plt-CONST-17 |
| Plt-CONST-18 |
| Plt-GRAD-19 |
| Plt-GRAD-20 |
| Plt-MRKG-21 |
| Plt-MRKG-22 |
| Plt-MRKG-23 |
| 2024-02-27T16:15:46-0500 | |
| Brandon Mieras |
File details come from the government source that posted it. Updated .