05 Plans 2025-08 Wexford Missaukee ISD.pdf
PDF 2 MB Posted
- Attached to
- Road
- Solicitation number
- RFP-WEXF-250000002989-1
- Issued by
- Washtenaw County, Burt CDP, Michigan
About this file
These engineering design plans detail a subdivision road construction project for the Wexford-Missaukee Intermediate School District (ISD) in coordination with the Wexford County Road Commission. The project involves constructing a new access road and loop road with specific geometric design parameters, including a 24-foot wide roadway with 5-foot aggregate shoulders, 10-foot utility right-of-way on each side, and a 66-foot proposed right-of-way. The design documents cover road sections from station 100+00 to 219+20, showing detailed plan and profile views that illustrate proposed road centerlines, existing ground elevations, and road construction specifications.
The design incorporates various technical elements such as an 8-inch aggregate base, proposed 18-inch culvert, 3-foot deep drainage ditches, and road grades ranging from -6.75% to +4.38%. The plans include specific details about road geometry, including horizontal and vertical curve information, elevation changes, and road section typical details. The project appears to be preparing for property division according to survey documents, with careful consideration of existing terrain and proposed road infrastructure. The design follows Michigan Department of Transportation (MDOT) 2020 Standard Specifications for Construction and includes provisions for traffic control, utility protection, and road construction standards.
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Text version
N
IN COORDINATION WITH
WEXFORD - MISSAUKEE ISD
AND SHALL BE RESPONSIBLE FOR CONSTRUCTION SIGNING AND WORK ZONE PROTECTION.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PARKING LOTS AT ALL TIMES,
2011 EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
PLACING OF TEMPORARY TRAFFIC CONTROL ITEMS SHALL BE DONE IN ACCORDANCE WITH THE
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.
NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY
WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY
EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS
THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING DAYS, FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, STANDARD SPECIFICATIONS AND DETAILS.
AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND THE CITY OF CADILLAC
MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION
THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE
WEXFORD COUNTY ROAD COMMISSION
SUBDIVISION ROAD CONSTRUCTION
PLANS FOR
PROJECT LOCATION
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
SEGUIN
2221135
NO SCALE
WEXFORD-MISSAUKEE ISD
SUBDIVISION ROAD CONSTRUCTION
TITLE SHEET
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
SUBDIVISION ROAD CONSTRUCTION
AGGREGATE BASE, 8 INCH
PAID AS EXCAVATION, EARTH
GRADE TO THIS LINE
L
T
*FOR INFORMATION ONLY
ITEM
REMARKS
58-28
58-28
TOP COURSE, AWI = 220 MIN
LEVELING COURSE
HMA APPLICATION ESTIMATE
0.05-0.15 GAL* BOND COAT
IDENT NO. PERFORMANCE GRADE
HMA, 5EL
HMA, 4EL
T
L
RATE LBS PER SYD
AND CROWN POINT
PLAN GRADE
PROPOSED ROAD SECTION
ALIGNMENT
CONST.
TYPICAL SECTIONS
12' LANE
SHOULDER
5'
SHOULDER
5'
12' LANE
(12" MIN. DEPTH)
SUBBASE, CIP
4%4% 2%
2%
2%
2%
1:4 (O
R
FL
AT
TE
R)
(TYP)
(6" DEPTH)
SHLD, CL II
(TYP)
SLOPE RESTORATION
2'
PLAN GRADE
1:4
1:4
(TYP)
1'
APPROACH DETAIL
TAPER
50' MIN.
DUB
10'
CONC, DET B2
CURB AND GUTTER,
50'
R
HMA CURB
EXISTING
HMA CURB
EXISTING
13TH ST / CROSBY RD CENTERLINE
T
A P
E R
36'
24'
PROPOSED ROAD SECTION
SLOPE STAKE LINE
PROPERTY LINE
ROAD CENTERLINE
PROPOSED ACCESS
STA 100+00 TO STA 107+00 PLAN VIEW
BUILDING TO BE DEMOLISHED BUILDING TO BE DEMOLISHED
DRIVEWAY/CURB CUT TO BE DEMOLISHED
PAVED SHOULDER EDGE
SAW CUT ALONG EXISTING
TO PROPERTY LINE
REMOVE EXISTING CURB
(TYP)
WITH DUB DOWNS ON TANGENTS
MDOT B2 CURB
CULVERT
PROPOSED 18" RCP
PROPOSED 3' DEEP DITCH (TYP)
R50'
R
PROPOSED LOOP ROAD
PROPOSED ACCESS ROAD
13TH STREET/CROSBY RD
P R
O P
O S
E D
A C
C E
S S
R O
A D
13TH STREET/CROSBY RD
R
R
100' TAPER
A
G G
S H
L D
R
T Y
P
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
U
T
IL
R O
W P
R O
P R
O W
U
T
IL
R O
W
26'
26'
24'
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 50
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
SUBDIVISION ROAD CONSTRUCTION
S89°40'28"E
100 101 102 103 104 105 106 107
100100100
.0
S T
A R
T
199+99.71 START
.5
.9
.7
.2
.1
.9
.2
.9
.7
.3
.7
.5
.4
.2
.3
-1.98%
.9
L
.0
-1.98% +1.04%
.3
V P
C
.2
T
.7
P
250.00L =
83K =
.5
.6
.6
.7
.1
.8
.7
.0
.5
.0
.6
.1
.6
.5
.0
PROPOSED ROAD CENTERLINE PROFILE
EXISTING GROUND AT PROP. CENTERLINE
EXISTING GROUND ELEVATION PROPOSED CENTERLINE ELEVATION
INVERTS/LENGTH TBD
PROP 18" CULVERT
STA 100+00 TO STA 107+00 PROFILE VIEW
PROPOSED ACCESS ROAD
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 5
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
SUBDIVISION ROAD CONSTRUCTION
100 101 102 103 104 105 106 107
ROAD CENTERLINE
PROPOSED ACCESS
STA 107+00 TO STA 112+00 PLAN VIEW
PROPOSED 3' DEEP DITCH (TYP)
PROPOSED LOOP ROAD
PROPERTY LINE
50'
R
ROAD CENTERLINE
PROPOSED ACCESS
PROPOSED ACCESS ROAD
P R
O P
O S
E D
A C
C E
S S
R O
A D
A
G G
S H
L D
R
T Y
P
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
U
T
IL
R O
W P
R O
P R
O W
U
T
IL
R O
W
5' AGG SHLDR (TYP)
24'
10' UTIL ROW
66' PROP. ROW10' UTIL ROW
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 50
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
107 108 109 110 111 112 110110
.9
D
219+20.08 END
.3
.7
.6
.0
.1
.2
.9
.2
.5
.9
.8
.2
+1.04%
.6
.1
.6
.1
.7
.2
.7
.2
.7
.3
.4
.4
.0
PROPOSED ROAD CENTERLINE PROFILE
EXISTING GROUND AT PROP. CENTERLINE
EXISTING GROUND ELEVATION PROPOSED CENTERLINE ELEVATION
STA 107+00 TO STA 112+00 PROFILE VIEW
PROPOSED ACCESS ROAD
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 5
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
SUBDIVISION ROAD CONSTRUCTION
107 108 109 110 111 112 113
PROPERTY LINE
STA 200+00 TO STA 206+50 PLAN VIEW
PROPOSED 3' DEEP DITCH (TYP)
P R
O P
O S
E D L
O O
P R
O A
D
ROAD CENTERLINE
PROPOSED LOOP
R
R
PROPOSED LOOP ROAD
10' UTIL ROW
66' PROP. ROW 10' UTIL ROW
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PROPOSED ACCESS ROAD
10' UTIL ROW
66' PROP. ROW 10' UTIL ROW
PROPOSED ACCESS ROAD
' A
G G
S H
L D
R (T
Y P
10' UTIL ROW
66' PROP. ROW 10' UTIL ROW
U
T
IL
R
O W
P
R O
P R
O W
U
T
IL
R
O W
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 50
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
S '2
"E
N00°32'24"E
.2
C
200 201 202 203 204 205 206 200 205200200200
S
A R
-2.00%
+2.8 4%
.5
.8
.7
.2
-2.00%
+2.8 4%
+2.8 4%
+4 .38
.2
.8
C
.5
.8
T
.3
C
.9
T
P
70.00L =
14K =
100.00L =
65K =
.5
.8
.4
.8
.9
.0
.2
.6
.1
.0
.8
.1
.3
.0
.3
.9
.5
.0
.0
.4
.8
.2
.6
.1
.9
.1
.3
.5
.6
.8
PROPOSED ROAD CENTERLINE PROFILE
EXISTING GROUND AT PROP. CENTERLINE
EXISTING GROUND ELEVATION PROPOSED CENTERLINE ELEVATION
STA 200+00 TO STA 206+50 PROFILE VIEW
PROPOSED LOOP ROAD
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 5
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
200200 201 202 203 204 205 206
PROPERTY LINE
STA 206+50 TO STA 213+00 PLAN VIEW
PROPOSED 3' DEEP DITCH (TYP)
ROAD CENTERLINE
PROPOSED LOOP
PROPOSED LOOP ROAD
10' UTIL ROW
66' PROP. ROW
10' UTIL ROW
A
G G
S H
L D
R
T Y
P
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PROPOSED LOOP ROAD PROPOSED LOOP ROAD
10' UTIL ROW
66' PROP. ROW
10' UTIL ROW
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 50
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
S89°05'31"E
.6
C
7+
.5
H
I
2+
.4
I
209 210
210210
+4 .38
.3
.0
+4 .38
% -6.75%
.8
C
P2
250.00L =
22K =
.9
.0
.3
.0
.3
.5
.0
.0
.1
.0
.3
.6
.6
.4
.8
.0
.2
.4
.6
.8
.0
.2
.4
.6
.6
.8
.8
.7
PROPOSED ROAD CENTERLINE PROFILE
EXISTING GROUND AT PROP. CENTERLINE
EXISTING GROUND ELEVATION PROPOSED CENTERLINE ELEVATION
STA 206+50 TO STA 213+00 PROFILE VIEW
PROPOSED LOOP ROAD
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 5
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
207 208 209 210 211 212 213
PROPERTY LINE
STA 213+00 TO STA 219+20 PLAN VIEW
PROPOSED 3' DEEP DITCH (TYP)
P R
O P
O S
E D L
O O
P R
O A
D
ROAD CENTERLINE
PROPOSED LOOP
PROPOSED LOOP ROAD
R
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
PER SURVEY DOCUMENTS
PROPERTY TO BE DIVIDED
10' UTIL ROW
66' PROP. ROW 10' UTIL ROW
PROPOSED ACCESS ROAD
A
G G
S H
L D
R
T Y
P
U
T
IL
R
O W
P
R O
P
R O
W
U
T
IL
R
O W
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 50
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
112+71.97 END
S00°33'50"W
.5
PT
214 215 216 217 218 219215
D
.8
T
.4
.9
.4
.8
.1
.1
.6
.0
.7
.4
.8
.7
.3
.7
.5
.3
.0
.6
.2
.8
.5
.1
.7
.3
.0
.7
-6.75%
+2.00
.2
.4
-6.75%
+2.00
.9
C
.7
T
.6
P
50.00L =
6K = 1 .1
.0
PROPOSED ROAD CENTERLINE PROFILE
EXISTING GROUND AT PROP. CENTERLINE
EXISTING GROUND ELEVATION PROPOSED CENTERLINE ELEVATION
STA 213+00 TO STA 219+20 PROFILE VIEW
PROPOSED LOOP ROAD
EXISTING GROUND AT PROP. CENTERLINE
PROPOSED ROAD CENTERLINE PROFILE
P&N JN:
DATE:
DESIGN:
SHEET8/20/2025
0 5
VERT. (FT)
HORZ. (FT)
SEGUIN
2221135
WEXFORD-MISSAUKEE ISD
213 214 215 216 217 218 219
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| 2221135_3 4_AccessRd_10000 |
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| 2221135_5 6_AccessRd_10700 |
| 2221135_5 6_AccessRd_10700 |
| 2221135_7 8_LoopRd_20000 |
| 2221135_7 8_LoopRd_20000 |
| 2221135_9 10_LoopRd_20650 |
| 2221135_9 10_LoopRd_20650 |
| 2221135_11 12_LoopRd_21300 |
| 2221135_11 12_LoopRd_21300 |
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