ALLEGAN COUNTY ROAD COMMISSION Board of … COUNTY ROAD COMMISSION 108TH AVENUE RECONSTRUCTION...
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ALLEGAN COUNTY ROAD COMMISSION 108TH AVENUE RECONSTRUCTION PROJECT 5,000' EAST OF 15TH STREET TO 6,750' EAST OF 15TH STREET INDEX OF PLANS 1 - COVER SHEET 2 - TYPICAL SECTIONS, DETAILS & NOTES 3 - PLAN AND PROFILE - STA. P.O.B. TO STA. 10+00 4 - PLAN AND PROFILE - STA. 10+00 TO STA. P.O.E. 5 - CROSS SECTIONS - STA. 7+00 TO STA. 12+00 6 - CROSS SECTIONS - STA.13+00 TO STA. 17+00 7 - SOIL EROSION & SEDIMENTATION CONTROL PLAN NOTES EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONE IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS AMENDED. THE IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 2011 EDITION; A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND WITH THE GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS (ADT<400), 1ST EDITION. THE CONTRACTOR SHALL DIAL MISS DIG @ 811 FOR PROTECTION OF UNDER GROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013 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. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. UTILITY CONTACTS ELECTRIC CONSUMERS ENERGY 2500 E. CORK STREET KALAMAZOO, MI 49001 269-337-2338 MR. BILL BRINDLEY [email protected] TELEPHONE AT&T 2919 MILCORK STREET ROOM 101 KALAMAZOO, MI 49001 269-384-4436 MR. TODD SHIBAYAMA [email protected] CABLE CHARTER COMMUNICATION 4176 COMMERCIAL AVE PORTAGE, MI 49002 269-2178152 MARK BURKE [email protected] "MISS DIG" 811 CONTRACT FOR ROAD IMPROVEMENTS 0.33 MILES OF ROADWAY RECONSTRUCTION INCLUDING CLEARING, GRADE ESTABLISHMENT, AGGREGATE BASE, AND RESTORATION ON 108TH AVENUE FROM 5,000' EAST OF 15TH STREET TO 6,750' EAST OF 15TH STREET IN OTSEGO TOWNSHIP, ALLEGAN COUNTY. JASON S. EDWARDS REGISTERED PROFESSIONAL ENGINEER No. 59473 PREPARED UNDER THE SUPERVISION OF: ALLEGAN COUNTY, MICHIGAN 74TH ST. 76TH ST. 72ND ST. 70TH ST. 68TH ST. 66TH ST. 64TH ST. 62ND ST. 60TH ST. 58TH ST. 56TH ST. 54TH ST. 52ND ST. 50TH ST. 48TH ST. 46TH ST. 44TH ST. 42ND ST. 40TH ST. 38TH ST. 36TH ST. 34TH ST. 32ND ST. 30TH ST. 28TH ST. 26TH ST. 24TH ST. 22ND ST. 20TH ST. 18TH ST. 16TH ST. 14TH ST. 12TH ST. 10TH ST. 8TH ST. 6TH ST. 4TH ST. 2ND ST. 102ND AVE. 104TH AVE. 106TH AVE. 108TH AVE. 110TH AVE. 112TH AVE. 114TH AVE. 116TH AVE. 118TH AVE. 120TH AVE. 122ND AVE. 124TH AVE. 126TH AVE. 128TH AVE. 130TH AVE. 132ND AVE. 134TH AVE. 136TH AVE. 138TH AVE. 140TH AVE. 142ND AVE. 144TH AVE. 146TH AVE. 148TH AVE. 66TH ST. 64TH ST. 62ND ST. 60TH ST. 58TH ST. 56TH ST. 54TH ST. 52ND ST. 50TH ST. 48TH ST. 46TH ST. 44TH ST. 42ND ST. 40TH ST. 38TH ST. 36TH ST. 34TH ST. 32ND ST. 30TH ST. 28TH ST. 26TH ST. 24TH ST. 22ND ST. 20TH ST. 18TH ST. 16TH ST. 14TH ST. 12TH ST. 10TH ST. 8TH ST. 6TH ST. 4TH ST. 2ND ST. OTTAWA COUNTY OTTAWA COUNTY KENT COUNTY BARRY COUNTY BARRY COUNTY VAN BUREN COUNTY VAN BUREN COUNTY KALAMAZOO COUNTY 89 89 89 89 89 89 2 ALLEGAN COUNTY 2 ALLEGAN COUNTY 2 ALLEGAN COUNTY 2 ALLEGAN COUNTY 2 ALLEGAN COUNTY 2 ALLEGAN COUNTY 131 131 131 131 31 31 31 31 196 INTERSTATE 196 INTERSTATE 196 INTERSTATE 196 INTERSTATE 40 40 40 40 40 222 222 179 45 ALLEGAN COUNTY 45 ALLEGAN COUNTY 45 ALLEGAN COUNTY 45 ALLEGAN COUNTY 45 ALLEGAN COUNTY 45 ALLEGAN COUNTY 37 ALLEGAN COUNTY 37 ALLEGAN COUNTY 42 ALLEGAN COUNTY 42 ALLEGAN COUNTY 42 ALLEGAN COUNTY 37 ALLEGAN COUNTY NOT TO SCALE Board of County Road Commissioners Of Allegan County 1308 LINCOLN ROAD ALLEGAN, MICHIGAN 49010-9762 TELEPHONE (269) 673-2184 www.alleganroads.org FAX (269) 673-5922 REVISIONS 1 2 3 4 5 6 7 DRAWN BY: REVIEWED BY: DATE: SCALE: 108TH AVENUE RECONSTRUCTION PROJECT OTSEGO TWP - 5,000' EAST OF 15TH STREET TO 6,750' EAST OF 16TH STREET COVER SHEET J.S.E. JUNE, 2017 NONE LH 4774 1 89 131 45 ALLEGAN COUNTY 0.33 MI 1,750 FT P.O.B. STA. 0+00 P.O.E. STA. 17+50 PROJECT LOCATION 15TH ST. 16TH ST. 13TH ST. 11TH ST. 9TH ST. 7TH ST. 12TH ST. 14TH ST. 10TH ST. 13TH ST. 18TH ST. 8TH ST. 12TH ST. 108TH AVE. 107TH AVE. 110TH AVE. 111TH AVE. 112TH AVE. 108TH AVE. 106TH AVE. HILL RD. 103RD AVE. 112TH AVE.
Transcript of ALLEGAN COUNTY ROAD COMMISSION Board of … COUNTY ROAD COMMISSION 108TH AVENUE RECONSTRUCTION...
ALLEGAN COUNTY ROAD COMMISSION
108TH AVENUE RECONSTRUCTION PROJECT
5,000' EAST OF 15TH STREET TO 6,750' EAST OF 15TH STREET
INDEX OF PLANS
1 - COVER SHEET
2 - TYPICAL SECTIONS, DETAILS & NOTES
3 - PLAN AND PROFILE - STA. P.O.B. TO STA. 10+00
4 - PLAN AND PROFILE - STA. 10+00 TO STA. P.O.E.
5 - CROSS SECTIONS - STA. 7+00 TO STA. 12+00
6 - CROSS SECTIONS - STA.13+00 TO STA. 17+00
7 - SOIL EROSION & SEDIMENTATION CONTROL PLAN
NOTES
EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND
SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND
WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION.
THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONE
IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES AS AMENDED.
THE IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH THE
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 2011
EDITION; A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND WITH THE
GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS (ADT<400),
1ST EDITION.
THE CONTRACTOR SHALL DIAL MISS DIG @ 811 FOR PROTECTION OF UNDER GROUND
UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013 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. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS
WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.
UTILITY CONTACTS
ELECTRIC
CONSUMERS ENERGY
2500 E. CORK STREET
KALAMAZOO, MI 49001
269-337-2338
MR. BILL BRINDLEY
TELEPHONE
AT&T
2919 MILCORK STREET
ROOM 101
KALAMAZOO, MI 49001
269-384-4436
MR. TODD SHIBAYAMA
CABLE
CHARTER COMMUNICATION
4176 COMMERCIAL AVE
PORTAGE, MI 49002
269-2178152
MARK BURKE
"MISS DIG" 811
CONTRACT FOR ROAD IMPROVEMENTS
0.33 MILES OF ROADWAY RECONSTRUCTION INCLUDING CLEARING, GRADE
ESTABLISHMENT, AGGREGATE BASE, AND RESTORATION ON 108TH AVENUE FROM
5,000' EAST OF 15TH STREET TO 6,750' EAST OF 15TH STREET IN OTSEGO TOWNSHIP,
ALLEGAN COUNTY.
JASON S. EDWARDS
REGISTERED PROFESSIONAL ENGINEER No. 59473
PREPARED UNDER THE SUPERVISION OF:
ALLEGAN COUNTY, MICHIGAN
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104TH AVE.
106TH AVE.
108TH AVE.
110TH AVE.
112TH AVE.
114TH AVE.
116TH AVE.
118TH AVE.
120TH AVE.
122ND AVE.
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128TH AVE.
130TH AVE.
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OTTAWA COUNTY
OTTAWA COUNTY KENT COUNTY
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VAN BUREN COUNTY
VAN BUREN COUNTY KALAMAZOO COUNTY
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ALLEGAN
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ALLEGAN
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JUNE, 2017
NONE
LH 4774 1
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PROJECT
LOCATION
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108TH AVE.
107TH AVE.
110TH AVE.
111TH AVE.
112TH AVE.
108TH AVE.
106TH AVE.
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103RD AVE.
112TH AVE.
jedwards
Engineering Stamp
THE "2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGAN
DEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT
DOCUMENTS. COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE
ENGINEER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING THE ALLEGAN COUNTY ROAD COMMISSION TO
NOTIFY THEM THAT WORK IS COMMENCING.
THE CONTRACTOR SHOULD NOTE THAT STATION GRADING WILL INCLUDE THE REMOVAL OF FENCES,
CULVERTS, BRUSH, TREES SMALLER THAN 6", CONCRETE FOUNDATIONS, AND MISCELLANEOUS ITEMS AS
REQUIRED AND WILL ALSO INCLUDE ALL EARTH EXCAVATION, EMBANKMENT, AND ALL OTHER OPERATIONS
NECESSARY TO DEVELOP THE DESIRED CROSS SECTION. ALL TOPSOIL AND OTHER UNSUITABLE MATERIAL
LOCATED BENEATH THE PROPOSED PAVEMENT SECTION WILL BE REMOVED TO THE SUBGRADE ELEVATION AS
PART OF STATION GRADING. ALL TOPSOIL REMOVED MAY BE STOCKPILED AND REUSED AS TOPSOIL SURFACE,
SALV, LM.
ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIRED FILL
SHALL BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOT CLASS II
GRANULAR MATERIAL FROM BORROW. EXCESS FILL WILL BE REMOVED FROM SITE BY THE CONTRACTOR.
THE SOIL BORINGS WERE TAKEN BY GREAT LAKES DRILLING COMPANY, P.O. BOX 51, ALLEGAN, MI 49010 ON
FEBRUARY 05, 2016. THE TEST BORINGS REPRESENT POINT INFORMATION AND MAY NOT HAVE ENCOUNTERED
ALL THE TYPES AND MATERIALS WHICH ARE PRESENT AT THE SITE. THESE BORING LOGS DO NOT CONSTITUTE
A GUARANTEE OF THE SOIL OR GROUNDWATER CONDITIONS, OR THAT THE TEST BORINGS ARE AN EXACT
REPRESENTATION OF THE SOIL OR GROUNDWATER CONDITIONS AT ALL POINTS ON THE SITE.
SEE PLAN AND PROFILE SHEETS FOR SOIL BORING DATA.
DRIVE REPLACEMENT WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER IN THE FIELD.
AS PART OF THIS PROJECT THE CONTRACTOR WILL COORDINATE WITH THE ALLEGAN COUNTY ROAD
COMMISSION TO PRESERVE AND RESET ALL GOVERNMENT CORNERS WITHIN THE PROJECT LIMITS.
CONTRACTOR WILL RELOCATE ALL MAILBOXES TO A TEMPORARY CENTRAL LOCATION APPROVED BY THE
POSTAL SERVICE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL A 1" x 3" STAKE WITH THE
RESPECTIVE PROPERTY ADDRESS WRITTEN ON IT IN THE FRONT YARD OF EACH RESIDENCE TO ASSIST WITH
IDENTIFICATION FOR EMERGENCY VEHICLES. PAYMENT FOR RELOCATION WILL BE INCLUDED IN THE ITEM OF
PROJECT CLEANUP. AT THE COMPLETION OF THE PROJECT SAID MAILBOXES SHALL BE RESET AT THEIR
APPROPRIATE LOCATIONS.
ALL DISTURBED AREAS NOT TO BE PAVED WILL BE RESTORED WITH TOPSOIL SURFACE, SALV, LM (3 INCHES),
MDOT SEED MIXTURE TUF (220#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, CL A (176#/ACRE); AND MULCH AND
MULCH ANCHORING (2 TON/ACRE ). TO BE PAID AS RESTORATION (LUMP SUM).
ADEQUATE DUST CONTROL MEASURES WILL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THE
ENGINEER IN THE FIELD, TO BE INCLUDED IN THE VARIOUS ITEMS OF WORK.
WHEN FIELD DRAIN TILES ARE ENCOUNTERED IN THE EXISTING DITCHES, THE CONTRACTOR WILL EXTEND
THEM AS REQUIRED WITH UNDERDRAIN, SUBGRADE 4" OR 6" AND ADJUST THE DITCH GRADES AS NECESSARY
TO PROVIDE POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER IN THE FIELD. THE COST OF THE
CONNECTION WILL BE INCLUDED IN THE NEW PIPE ITEM. IF THE ENGINEER DETERMINES THAT AN EXISTING TILE
IS TOO LONG THE CONTRACTOR WILL REMOVE THE TILE AS NECESSARY, TO BE BE INCLUDED IN THE ITEM OF
STATION GRADING.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND WILL RESOLVE
ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S
ACTIVITIES.
DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
DATUM REFERS TO NAVD88 DATUM.
THE JONES GRAVEL PIT LOCATED ON THE SOUTH SIDE OF THE PROJECT HAS EXPRESSED INTEREST IN THE
EXCESS CUT MATERIAL. CONTACT R. SMITH AND SONS, INC. AT 269-673-4665 TO MAKE ARRANGEMENTS.
PROJECT NOTES
SUBBASE, CIP (12 INCHES)
AGGREGATE BASE, 6 INCH
(-0.32')
2%
PLAN CL GRADE
(0.00')EXISTING GRADE
11' 11'
VARIES VARIES
TYPICAL SECTION - 108TH AVENUE
R.O
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2%
(-0.32')
2%
2%
TYPICAL DITCH IN CUT SECTION
PROVIDE MULCH BLANKET, HIGH
VELOCITY IN DITCH BOTTOM WHEN
LONGITUDINAL GRADE IS GREATER
THAN OR EQUAL TO 2.00% (TYP.).
TYPICAL FILL SECTION
FOR EXISTING GRAVEL DRIVEWAYS
MATCH EXISTING ELEVATIONS AT
GRADING LIMITS WITH APPROACH,
CL II OR APPROACH, 21AA SLAG.
5'
SHOULDER
8' 2'
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STRIP TOPSOIL WITHIN 1 ON 1 INFLUENCE
OF ROADWAY TO BE INCLUDED IN THE
ITEM OF STATION GRADING (TYP.)
(-3.00')
SCALE: 1" = 5'
5'
SHOULDER
THIS SECTION APPLIES TO:
STA. 15+25 TO 17+50
CL ROAD
APPLY TOPSOIL SURFACE, SALV, LM (3 INCHES);
SEEDING, MIXTURE TUF (220#/ACRE); FERTILIZER,
CHEMICAL NUTRIENT, CL A (176#/ACRE); MULCH
(2 TONS/ACRE); AND MULCH ANCHORING TO ALL
DISTURBED AREAS (TYP.) TO BE PAID AS
RESTORAION (LS). INSTALL MULCH BLANKETS
ON ALL FORESLOPES GREATER THAN 1 ON 3 OR
AS DIRECTED BY THE ENGINEER IN THE FIELD.
EXISTING GRAVEL BASE (VARIES 2-6")
UTILITY NOTES
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE
CONTRACTOR WILL CONTACT "MISS DIG" AT 811, A MINIMUM OF 72 HOURS, EXCLUDING SATURDAYS, SUNDAYS,
AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN
PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS
DIG" ALERT SYSTEM.
THE CONTRACTOR WILL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND WILL
CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION
WILL NOT BE DISTURBED.
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SCALE:
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AILS
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J.S.E.
JUNE, 2017
AS NOTED
LH 4774 2
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PLAN CL GRADE
(0.00')
11' 11'
2%
4%
5'
SHOULDER
6'
SHOULDER
(0.44')
4%
(0.34')
(-2.34')
8'2'
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2
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.
(-0.68')
4%
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R.O
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R.O
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VARIES VARIES
CL ROAD
EA
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SCALE: 1" = 5'
TYPICAL SECTION - 4% SUPER ELEVATION
THIS SECTION APPLIES TO:
STA. 6+00 TO 15+25
EXISTING GRADE
SUBBASE, CIP (12 INCHES)
AGGREGATE BASE, 6 INCH
APPLY TOPSOIL SURFACE, SALV, LM (3 INCHES);
SEEDING, MIXTURE TUF (220#/ACRE); FERTILIZER,
CHEMICAL NUTRIENT, CL A (176#/ACRE); MULCH
(2 TONS/ACRE); AND MULCH ANCHORING TO ALL
DISTURBED AREAS (TYP.) TO BE PAID AS
RESTORAION (LS). INSTALL MULCH BLANKETS
ON ALL FORESLOPES GREATER THAN 1 ON 3 OR
AS DIRECTED BY THE ENGINEER IN THE FIELD.
SUPERELEVATION DETAILS
STATIONSTATION CURVE # 3
(B) 18+34.15
(C) 14+46.76 (C) 17+83.15
2.0%
(D) 14+66.46 (D) 17+32.15
4.0%
0.0%
(B) 14+27.06
(A) 18+85.15
2.0%2.0%
2.0%
STATIONSTATION CURVE # 1
-
2.0%
4.0%
0.0%
-
2.0% 2.0%
2.0%
-
0.0%
(B) 8+66.72
STATIONSTATION CURVE # 2
-
(C) 8+84.39 (C) 14+07.36
2.0%
(D) 9+02.05 (D) 13+87.66
4.0%
0.0%
-
2.0%2.0%
2.0%
0.0%
(B) 8+66.72
(B) 5+15.27
(A) 4+64.27
(C) 5+66.27
(D) 6+17.27
(C) 8+49.06
(D) 8+31.39
EA
SE
ME
NT
VARIES
UNDERDRAIN, SUBGRADE, 6 INCH (TYP.)
(B) 14+27.06
0.0%
-
-
-
-
-
815
820
825
830
835
840
845
850
815
820
825
830
835
840
845
850
822.3
824.9
826.2
827.3
827.4
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
822.33
824.88
826.16
827.29
827.40
1.28%3.17%
X X
X
X
0+
00
1+
00
2+
00
3+00
4+
00
5+
00
6+00
7+00
8+
00
9+
00
10+
00
11+00
00 40' 80'60'
REGRADE EXISTING DRIVE AS
REQUIRED AND SURFACE WITH
APPROACH, CLASS II TO A DEPTH
OF 6", AS DIRECTED BY THE
ENGINEER IN THE FIELD, PAID FOR
AS APPROACH, CL II BY THE TON.
LEGEND
Bo
ard
o
f C
ou
nty
R
oa
d C
om
mis
sio
ne
rs
Of A
lle
ga
n C
ou
nty
1308
LIN
CO
LN R
OA
D
ALL
EGA
N, M
ICH
IGA
N 4
9010
-976
2
TELE
PHO
NE
(269
) 673
-218
4
ww
w.a
llega
nroa
ds.o
rg
FA
X (2
69) 6
73-5
922
RE
VIS
IO
NS
1 2 3 4 5 6 7
DRAWN BY:
REVIEWED BY:
DATE:
SCALE:
108T
H A
VE
NU
E R
EC
ON
ST
RU
CT
IO
N P
RO
JE
CT
OT
SE
GO
T
WP
- 5,000' E
AS
T O
F 16T
H S
TR
EE
T T
O 6,750' E
AS
T O
F 16T
H S
TR
EE
T
PLA
N &
P
RO
FILE
- S
TA
. P
.O
.B
. T
O S
TA
. 10+
00
J.S.E.
JUNE, 2017
1" = 40'H, 5'V
LH 4774 3
03-17-012-015-00
CYNTHIA MEENDERING
1281 108TH AVE
c/o P.O. BOX 164
HOPKINS, MI 49328
03-17-012-008-40
MONTEREY ENTERPRISES, LLC
2841 132ND AVENUE
HOPKINS, MI 49328
03-17-012-014-00
MONTEREY ENTERPRISES, LLC
2841 132ND AVENUE
HOPKINS, MI 49328
03-17-013-005-00
JACK JONES
1572 108TH AVENUE
OTSEGO, MI 49078
03-17-013-003-00
JACK JONES
1572 108TH AVENUE
OTSEGO, MI 49078
FO
R C
ON
TIN
UA
TIO
N
MA
TC
H LIN
E
SE
E N
EX
T S
HE
ET
ST
A. 10+
00
FO
R C
ON
TIN
UA
TIO
N
MA
TC
H L
IN
E
SE
E N
EX
T S
HE
ET
ST
A. 1
0+
00
BE
GIN
R
EC
ON
ST
RU
CT
IO
NS
TA
. 6
+0
0
0+
46
1
2" C
MP
2
3.8
'
0+
60
F
N G
AT
E 3
7.7
'
0+
92
F
EN
CE
3
5.6
'
1+
01
P
OW
ER
P
OL
E 3
7.1
'
1+
07
1
2" C
MP
2
2.2
'
1+
12
O
RN
" P
IN
E 3
5.3
'
1+
17
O
RN
" P
IN
E 3
5.9
'
1+
25
O
RN
" P
IN
E 3
5.2
'
1+
32
O
RN
" P
IN
E 3
7.2
'
1+
47
O
RN
" P
IN
E 3
9.0
'
1+
67
O
RN
" P
IN
E 3
6.8
'
1+
79
O
RN
" P
IN
E 3
7.8
'
1+
97
O
RN
" P
IN
E 3
5.9
'
2+
06
1
8" C
PP
1
8.6
'
2+
12
O
RN
" P
IN
E 3
3.9
'
2+
26
O
RN
" P
IN
E 3
4.2
'
2+
36
O
RN
" P
IN
E 3
3.9
'
2+
54
O
RN
" P
IN
E 3
4.6
'
2+
61
O
RN
" P
IN
E 3
4.6
'
2+
75
O
RN
" P
IN
E 3
4.7
'
2+
82
O
RN
" P
IN
E 3
5.2
'
2+
89
O
RN
" P
IN
E 3
5.5
'
2+
96
O
RN
" P
IN
E 3
5.4
'
3+
04
O
RN
" P
IN
E 3
5.9
'
3+
10
O
RN
" P
IN
E 3
6.0
'
3+
22
O
RN
" P
IN
E 3
6.0
'
3+
29
O
RN
" P
IN
E 3
6.3
'
3+
41
O
RN
" P
IN
E 3
4.8
'
3+
88
O
RN
" P
IN
E 3
5.5
'
3+
95
O
RN
" P
IN
E 3
5.9
'
4+
04
O
RN
" P
IN
E 3
6.1
'
4+
12
O
RN
" P
IN
E 3
6.3
'
4+
20
O
RN
" P
IN
E 3
6.5
'
4+
27
O
RN
" P
IN
E 3
6.4
'
4+
42
3
3" M
AP
LE
3
2.0
'
4+
67
O
RN
" P
IN
E 3
5.6
'
4+
72
O
RN
" P
IN
E 3
5.6
'
4+
78
O
RN
" P
IN
E 3
5.5
'
4+
84
O
RN
" P
IN
E 3
4.3
'
5+
47
1
2" C
PP
2
1.2
'
5+
52
O
RN
" P
IN
E 3
6.8
'
5+
67
M
R
OC
K 4
8 IN
CH
3
6.8
'
5+
72
F
EN
CE
3
9.3
'
5+
95
1
2" C
PP
1
8.2
'
5+
97
F
N G
AT
E 3
1.1
'
6+
05
M
R
OC
K 4
8 IN
CH
3
1.5
'
6+
12
M
R
OC
K 4
8 IN
CH
3
4.9
'
6+
27
T
EL
E R
IS
ER
B
OX
2
8.4
'
7+
80
O
RN
P
IN
E 4
5.6
'
9+
00
1
5" W
AL
NU
T 2
3.1
'
9+
34
O
RN
" P
IN
E 7
3.7
'
9+
57
1
8" C
HE
RR
Y 8
1.8
'
9+
73
1
2" W
AL
NU
T 3
7.6
'
9+
98
T
WIN
C
HE
RR
Y 8
7.3
'
1+
21 P
OW
ER
P
OL
E 56.1'
1+
21 B
M P
OW
ER
P
OL
E 56.0'
1+
84 9" D
EA
D T
RE
E 30
.9'
2+
06 12" C
PP
22.6
'
3+
40 F
ND
R
EM
C
IB
33.0'
3+
69 P
OW
ER
P
OL
E 54.3'
4+
39 6" D
EA
D T
RE
E 32
.0'
4+
65 6" E
LM
24.0'
4+
74 36" D
EA
D T
RE
E 25.2'
4+
99 15" E
LM
25.9'
5+
01 6" E
LM
26.3'
5+
11 6" D
EA
D T
RE
E 22
.1'
5+
26 12" P
OP
LA
R 25.4'
5+
35 12" P
OP
LA
R 20.7'
5+
49 36" P
OP
LA
R 33.4'
6+
08 T
EL
E R
IS
ER
B
OX
31
.5'
6+
31 P
OW
ER
P
OL
E 50.3'
6+
31 B
M P
OW
ER
P
OL
E 49.8'
6+
32 G
UY
W
IR
E 33.3'
8+
08 6
" E
LM
9
.2'
8+
22 6
" E
LM
0
.4'
PERMANENT EASEMENT
R.O.W. (TYP.)
SLOPE STAKE LINE (TYP.)
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
PR
ES
ER
VE
-
- R
EM
OV
E
- R
EM
OV
E
10' X 250' TEMPORARY GRADING PERMIT
10' X 225' TEMPORARY GRADING PERMIT
EX. PROFILE
PROP. PROFILE
500' VERTICAL CURVE
K = 85
PV
C S
TA
. 8
+5
0
82
6.8
0
2 EA - FENCE GATE, 12 FOOT, FOR 48 INCH CHAIN LINK FENCE
90 FT - FENCE, WOVEN WIRE WITH WOOD POST
40 FT - CULV, CL F, 12 INCH
20 TON - APPROACH, CL II
2 EA - FENCE GATE, 12 FOOT, FOR 48 INCH CHAIN LINK FENCE
310 FT - FENCE, WOVEN WIRE WITH WOOD POST
30 FT - CULV, CL F, 12 INCH
10 TON - APPROACH, CL II
BE
GIN
R
EC
ON
ST
RU
CT
IO
N
ST
A. 6+
00
NOTE: OFFSET DISTANCES ARE FROM
PROPOSED CENTER LINE
NOTE: NOT ALL TREES TO BE REMOVED ARE SHOWN ON
PLANS. CLEARING LIMITS WILL BE STAKED PRIOR TO
BIDDING AND THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE AMOUNT OF CLEARING NECESSARY.
150 TON - APPROACH, MILLINGS
P.O
.B
. - B
EG
IN
C
LE
AR
IN
G
ST
A. 0+
00
SOIL BORINGS
0 - 1.2'
1.2' - 2.3'
2.3' - 5'
5'
SB #1 BROWN FINE TO MEDIUM SAND AND GRAVEL
BROWN FINE TO MED SAND, TR FINE GRAVEL
GRAY SILTY CLAY
END OF BORING
SB #1
SB #2
0 - 2.8'
2.8' - 5'
5'
SB #2 BROWN FINE TO MEDIUM SAND AND GRAVEL
BROWN AND DARK BROWN FINE TO MED
SAND, TR FINE GRAVEL
END OF BORING
775
780
785
790
795
800
805
810
815
820
825
830
775
780
785
790
795
800
805
810
815
820
825
830
82
7.4
82
6.3
82
4.1
82
0.7
81
6.3
81
1.7
80
5.9
79
8.6
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
827.40
826.34
824.12
820.72
816.29
811.66
805.88
798.59
-4.57%
-8.50%
260' VERTICAL CURVE
K = 66
PV
C S
TA
. 1
4+
70
81
3.1
0
PV
T S
TA
. 1
7+
30
79
6.1
0
PV
I S
TA
. 1
6+
00
EL
EV
. 8
07
.1
6
9
+
0
0
1
0
+
0
0
11+
00
12+00
13+
00
14+
00
15+
00
16+00
17+00
18+00
19+00
20+00
21+00
00 40' 80'60'
REGRADE EXISTING DRIVE AS
REQUIRED AND SURFACE WITH
APPROACH, CLASS II TO A DEPTH
OF 6", AS DIRECTED BY THE
ENGINEER IN THE FIELD, PAID FOR
AS APPROACH, CL II BY THE TON.
LEGEND
SAWCUT AND REMOVE EXISTING
HMA PAVEMENT, REGRADE
EXISTING DRIVE OR APPROACH AS
REQUIRED AND SURFACE WITH
APPROACH, CL II; 165#/SYD HMA,
13A (LEVELING); AND 165#/SYD HMA,
13A (TOP). (PAVING UNDER
SEPERATE CONTRACT IN THE
FUTURE)
Bo
ard
o
f C
ou
nty
R
oa
d C
om
mis
sio
ne
rs
Of A
lle
ga
n C
ou
nty
1308
LIN
CO
LN R
OA
D
ALL
EGA
N, M
ICH
IGA
N 4
9010
-976
2
TELE
PHO
NE
(269
) 673
-218
4
ww
w.a
llega
nroa
ds.o
rg
FA
X (2
69) 6
73-5
922
RE
VIS
IO
NS
1 2 3 4 5 6 7
DRAWN BY:
REVIEWED BY:
DATE:
SCALE:
108T
H A
VE
NU
E R
EC
ON
ST
RU
CT
IO
N P
RO
JE
CT
OT
SE
GO
T
WP
- 5,000' E
AS
T O
F 15T
H S
TR
EE
T T
O 6,750' E
AS
T O
F 15T
H S
TR
EE
T
PLA
N &
P
RO
FILE
- S
TA
. 10+
00 T
O S
TA
. P
.O
.E
.
J.S.E.
JUNE, 2017
1" = 40'H, 5'V
LH 4774 4
03-1
7-0
12-0
14-0
0
MO
NT
ER
EY
EN
TE
RP
RIS
ES
, LLC
2841 1
32N
D A
VE
NU
E
HO
PK
INS
, M
I 49328
03-1
7-0
12-0
11-3
0
JA
RR
OD
& C
AR
LY
AU
ST
IN
1227 1
08T
H A
VE
NU
E
OT
SE
GO
, M
I 49078
03-1
7-0
12-0
11-0
0
RO
GE
R &
JA
MIE
AU
ST
IN
1223 1
08T
H A
VE
NU
E
OT
SE
GO
, M
I 49078
03-1
7-0
13-0
02-0
0
BE
RN
AR
D W
HIT
E
1250 1
08T
H A
VE
NU
E
OT
SE
GO
, M
I 49078
03-1
7-0
13-0
02-1
0
JO
HN
& W
EN
DY
LO
VE
TT
1242 1
08T
H A
VE
NU
E
OT
SE
GO
, M
I 49078
03-1
7-0
13-0
01-0
0
DA
RR
YL &
BE
TH
YE
RR
ICK
1222 1
08T
H A
VE
NU
E
OT
SE
GO
, M
I 49078
10
+0
4 1
2" W
AL
NU
T 9
8.1'
10
+0
8 3
0" W
AL
NU
T 3
8.0'
10
+0
8 6
" P
IN
E 4
4.5
'
10
+9
2 P
OW
ER
P
OL
E 14.0'
11
+6
8 T
RI" M
AP
LE
4
7.9'
11
+8
2 6
" D
EA
D T
RE
E 3
7.2'
12
+0
2 1
8" W
AL
NU
T 3
9.5'
12
+2
0 6
" M
AP
LE
4
0.6
'
12
+4
2 2
1" W
AL
NU
T 3
8.6'
12
+6
1 1
8" S
TU
MP
4
0.4
'
12
+7
3 2
4" S
TU
MP
3
3.4
'
12
+7
9 6
" P
OP
LA
R 3
3.1
'
12
+9
3 1
5" P
OP
LA
R 8
3.4'
12
+9
9 1
2" C
HE
RR
Y 2
5.1'
13
+0
3 1
5" P
OP
LA
R 8
3.7'
13
+1
2 1
5" E
LM
7
7.3
'
13
+1
5 1
2" M
AP
LE
7
3.9
'
13
+1
6 1
5" M
AP
LE
5
6.5
'
13
+2
6 1
5" M
AP
LE
5
4.8
'
13
+3
6 9
" E
LM
2
7.8
'
13
+6
6 T
W" W
AL
NU
T 62.2'
13
+7
8 1
8" C
HE
RR
Y 2
1.5'
13
+8
5 T
W�" M
AP
LE
6
6.1
'
14
+1
2 1
2" O
AK
2
0.1
'
14
+2
0 T
EL
E R
IS
ER
B
OX
64.8
'
14
+3
1 1
2" H
AC
KB
ER
RY
20.4'
14
+3
2 1
2" S
TU
MP
6
4.0
'
14
+3
5 1
2" M
AP
LE
6
0.0
'
14
+3
7 6
" W
AL
NU
T 1
0.9
'
14
+4
3 6
" W
AL
NU
T 1
7.8
'
14
+4
6 1
5" W
AL
NU
T 5
9.2'
14
+4
7 1
5" W
AL
NU
T 1
2.1'
14
+5
9 6
" D
EA
D T
RE
E 1
0.8'
14
+6
2 1
2" D
EA
D T
RE
E 5
5.2'
14
+6
3 6
" M
AP
LE
0
.6
'
14
+6
5 1
2 4
7.5
'
14
+6
7 1
2" M
AP
LE
1
0.3
'
14
+6
9 6
" D
EA
D T
RE
E 8
.2'
14
+7
1 9
" E
LM
5
6.7
'
14
+7
8 6
" C
HE
RR
Y 6
.1
'
14
+8
6 9
" C
HE
RR
Y 2
.7
'
14
+8
9 C
MP
4
3.1
'
14
+9
7 1
5" W
AL
NU
T 5
1.0'
14
+9
7 1
5" W
AL
NU
T 5
6.9'
15
+0
2 3
0" M
AP
LE
5
0.3
'
15
+0
9 T
RI" M
AP
LE
3
.9'
15
+2
1 1
2" D
EA
D T
RE
E 1
4.1'
15
+3
2 6
" D
EA
D T
RE
E 4
3.7'
15
+4
3 1
5" M
AP
LE
4
1.8
'
15
+4
8 1
5" P
OP
LA
R 4
1.2'
15
+5
9 6
" M
AP
LE
3
7.4
'
15
+6
0 6
" M
AP
LE
4
0.2
'
15
+7
0 1
5" M
AP
LE
3
6.0
'
15
+7
2 1
5" M
AP
LE
3
6.3
'
15
+7
5 1
2" M
AP
LE
3
6.7
'
15
+8
3 1
2" M
AP
LE
3
2.1
'
15
+9
5 2
4" M
AP
LE
2
9.5
'
15
+9
6 9
" M
AP
LE
3
0.4
'
16
+0
0 1
8" S
TU
MP
3
1.7
'
16
+1
0 2
4" S
TU
MP
3
2.7
'
16
+1
6 1
2" O
AK
3
5.5
'
16
+1
9 6
" M
AP
LE
3
0.5
'
16
+2
5 9
" M
AP
LE
2
7.9
'
16
+3
5 1
5" M
AP
LE
2
6.7
'
16
+5
0 T
RI" M
AP
LE
2
6.0'
16
+5
3 1
2" C
MP
1
9.7
'
16
+5
6 9
" M
AP
LE
2
7.2
'
16
+5
6 1
5" M
AP
LE
2
2.3
'
16
+7
0 1
2" D
EA
D T
RE
E 2
5.8'
16
+7
4 1
2" C
MP
1
8.7
'
16
+8
4 2
4" M
AP
LE
3
1.4
'
16
+8
5 1
5" M
AP
LE
5
2.4
'
16
+8
5 1
2" M
AP
LE
4
0.3
'
16
+8
6 T
EL
E R
IS
ER
B
OX
28.1
'
16
+9
5 2
4" M
AP
LE
2
9.0
'
16
+9
7 1
5" D
EA
D T
RE
E 3
2.6'
17
+1
5 1
8" C
MP
1
7.3
'
17
+4
0 1
8" C
MP
1
7.3
'
17
+4
2 1
5" M
AP
LE
3
4.1
'
17
+5
0 3
6" S
TU
MP
3
2.5
'
17
+8
9 1
5" S
TU
MP
2
6.1
'
17
+9
0 T
RI" M
AP
LE
3
5.5'
18
+0
0 2
4" S
TU
MP
2
2.7
'
18
+0
1 6
" M
AP
LE
3
4.5
'
18
+0
8 6
" M
AP
LE
2
4.6
'
18
+0
9 6
" M
AP
LE
3
5.7
'
18
+1
9 T
W" M
AP
LE
2
3.7
'
18
+3
4 6
" M
AP
LE
3
5.3
'
18
+3
4 6
" M
AP
LE
4
2.1
'
18
+4
4 1
2" M
AP
LE
2
2.3
'
18
+5
2 1
5" M
AP
LE
3
5.4
'
18
+5
4 9
" S
TU
MP
4
5.9
'
18
+5
7 1
8" M
AP
LE
3
2.0
'
18
+6
4 9
" P
OP
LA
R 4
7.8
'
18
+7
6 2
4" S
TU
MP
3
6.4
'
18
+7
9 P
OW
ER
P
OL
E 28.0'
18
+8
2 6
" P
OP
LA
R 2
1.6
'
18
+9
4 1
2" D
EA
D T
RE
E 3
5.4'
18
+9
8 2
1" M
AP
LE
2
9.9
'
18
+9
9 2
4" M
AP
LE
4
3.9
'
19
+1
1 9
" M
AP
LE
3
1.7
'
19
+1
6 9
" M
AP
LE
2
1.6
'
19
+2
2 1
2" M
AP
LE
3
2.7
'
19
+2
3 1
2" M
AP
LE
2
2.0
'
19
+4
2 3
0" M
AP
LE
3
2.6
'
19
+5
0 1
8" M
AP
LE
3
2.0
'
19
+6
2 1
8" M
AP
LE
3
3.9
'
19
+6
9 2
4" S
TU
MP
2
4.6
'
19
+6
9 1
2" M
AP
LE
3
2.3
'
13+
72 P
OW
ER
P
OL
E 5.2'
14+
89 6" M
AP
LE
2.2'
15+
17 21" C
HE
RR
Y 3
.9'
15+
23 15" M
AP
LE
1.6'
15+
36
18" M
AP
LE
10.0'
15+
47 6" P
OP
LA
R 10.2'
15+
60 6" W
AL
NU
T 9.4'
15+
65 G
UY
W
IR
E 35
.1'
15
+77 P
OW
ER
P
OL
E 45
.0'
15+
77 6" M
AP
LE
1
4.5'
15+
85 6" M
AP
LE
2
4.5'
15+
86 6" M
AP
LE
1
0.7'
15+
99 T
W" P
OP
LA
R 15.6'
16+
13
24" M
AP
LE
16.3'
16+
13
12" M
AP
LE
13.4'
16+
27 6" D
EA
D T
RE
E 13.1'
16+
36
12" M
AP
LE
15.0'
16+
38 T
W" M
AP
LE
17.5'
16+
53
12" M
AP
LE
20.0'
16+
54
12" M
AP
LE
18.1'
16
+66 P
OW
ER
P
OL
E 51
.1'
16+
69
36" M
AP
LE
18.7'
16+
75 G
UY
W
IR
E 53
.0'
16+
81
36" M
AP
LE
33.8'
17+
55 15
" C
HE
RR
Y 20.7'
17+
57
36" P
OP
LA
R 13.5'
17+
68 6" P
OP
LA
R 16.8'
17+
69 15
" C
HE
RR
Y 16.8'
17+
77 6" P
OP
LA
R 15.5'
17+
82 6" P
OP
LA
R 11.1'
17+
99 9" P
OP
LA
R 11.9'
18+
08 T
W" P
OP
LA
R 22.0'
18+
16
12" P
OP
LA
R 23.4'
18+
21 9" P
OP
LA
R 17.9'
18+
27 T
W" M
AP
LE
13.9'
18+
48 18" D
EA
D T
RE
E 13
.6'
18+
69 G
UY
W
IR
E 39
.3'
18+
71 F
ND
C
IB
25
.3'
18
+73 P
OW
ER
P
OL
E 55
.9'
19+
19
27" M
AP
LE
17.5'
19+
60
12" M
AP
LE
17.7'
19+
62 6" M
AP
LE
1
7.0'
19+
66
15" S
TU
MP
28.4'
19+
66
12" M
AP
LE
22.7'
19+
67 6" M
AP
LE
1
7.1'
19+
71
15" M
AP
LE
21.4'
19+
75
15" M
AP
LE
12.5'
F
O
R
C
O
N
T
IN
U
A
T
IO
N
M
A
T
C
H
L
IN
E
S
E
E
P
R
E
V
IO
U
S
S
H
E
E
T
S
T
A
. 1
0
+
0
0
FO
R C
ON
TIN
UA
TIO
N
MA
TC
H L
IN
E
SE
E P
RE
VIO
US
S
HE
ET
ST
A. 1
0+
00
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
RE
MO
VE
-
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
- R
EM
OV
E
RE
LO
CA
TE
B
Y O
TH
ER
S -
PERMANENT EASEMENT
R.O.W. (TYP.)
SLOPE STAKE LINE (TYP.)
10' X 191' PERMANENT EASEMENT
10' X 217' PERMANENT EASEMENT
EX. PROFILE
PROP. PROFILE
500' VERTICAL CURVE
K = 85
PV
T S
TA
. 1
3+
50
81
8.5
8
EL
EV
. 8
30
.0
0
PV
I S
TA
. 1
1+
00
NOTE: OFFSET DISTANCES ARE FROM
PROPOSED CENTER LINE
PR
OP
ER
TY
OW
NE
R W
AN
TS
W
OO
D
NOTE: NOT ALL TREES TO BE REMOVED ARE SHOWN ON
PLANS. CLEARING LIMITS WILL BE STAKED PRIOR TO
BIDDING AND THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE AMOUNT OF CLEARING NECESSARY.
P.O
.E
.
ST
A. 17+
50
- R
EL
OC
AT
E B
Y O
TH
ER
S
30 FT - CULV, CL F, 18 INCH
10 TON - APPROACH, CL II
30 FT - CULV, CL F, 18 INCH
10 TON - APPROACH, CL II
10 TON - APPROACH, CL II
P.O
.E
.S
TA
. 1
7+
50
SOIL BORINGS
0 - 7'
7' - 11'
11' - 15'
15' - 20'
20'
SB #3 BROWN FINE TO MEDIUM SAND AND GRAVEL
BROWN SAND CLAY AND FINE GRAVEL
BROWN SILTY, SAND CLAY AND FINE TO
COARSE GRAVEL AND COBBLES
BROWN CLAYEY FINE TO COARSE SAND AND
FINE GRAVEL
END OF BORING
SB #3
0 - 1.7'
1.7' - 5'
5'
SB #4 BROWN FINE TO MEDIUM SAND AND GRAVEL
BROWN SANDY CLAY, TR FINE GRAVEL
END OF BORING
SB #4
7+00
810
820
830
840
810
820
830
840
8+00
810
820
830
840
810
820
830
840
9+00
810
820
830
840
850
810
820
830
840
850
10+00
810
820
830
840
850
860
810
820
830
840
850
860
11+00
810
820
830
840
850
860
810
820
830
840
850
860
12+00
810
820
830
840
850
810
820
830
840
850
-
2
6
.
4
1
,
8
2
1
.
4
7
0
.
0
0
,
8
2
4
.
8
8
18.20, 825.82
825.52
824.88
-
3
6
.
5
4
,
8
2
7
.
8
2
0
.
0
0
,
8
2
6
.
1
6
28.60, 832.30
830.97
826.16
-
3
6
.
5
7
,
8
3
0
.
1
9
0
.
0
0
,
8
2
7
.
2
9
44.34, 840.35
842.34
827.29
-
4
3
.
1
9
,
8
3
3
.
6
4
0
.
0
0
,
8
2
7
.
4
0
58.86, 847.70
850.16
827.40
-
5
3
.
7
9
,
8
3
7
.
8
9
0
.
0
0
,
8
2
6
.
3
5
68.31, 851.36
853.82
826.34
-
5
0
.
7
1
,
8
3
4
.
1
2
0
.
0
0
,
8
2
4
.
1
2
58.25, 844.11
839.16
824.12
2.0%
4.0%
4.0%
4.0%
2.0%
4.0%
4.0%
4.0%
3.9%
3.8%
3.8%
2.1%
4.0%
4.0%
4.0%
2.0%
4.0%
4.0%
4.0%
2.0%
4.0%
4.0%
4.0%
2.0%
825.52
824.88
830.97
826.16
842.34
827.29
850.16
827.40
853.82
826.34
839.16
824.12
-2
4
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4
, 8
2
1
.4
2
0
.
0
0
,
8
2
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.
8
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18.20, 825.82
-
3
6
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2
6
,
8
2
7
.
8
6
0
.
0
0
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8
2
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28.60, 832.30
-
3
6
.
5
7
,
8
3
0
.
1
9
0
.
0
0
,
8
2
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44.34, 840.35
-
4
3
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1
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,
8
3
3
.
6
4
0
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0
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58.87, 847.70
-
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3
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8
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8
3
7
.
8
8
0
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0
0
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8
2
6
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3
4
68.32, 851.36
-
5
0
.
7
3
,
8
3
4
.
1
2
0
.
0
0
,
8
2
4
.
1
2
58.27, 844.11
Cut Area
27.86 (SF)
Cut Vol
0.00 (CY)
Fill Area
9.95 (SF)
Fill Vol
0.00 (CY)
Cut Area
317.98 (SF)
Cut Vol
638.08 (CY)
Fill Area
0.00 (SF)
Fill Vol
18.14 (CY)
Cut Area
866.09 (SF)
Cut Vol
2192.75 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
1623.33 (SF)
Cut Vol
4589.47 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
2297.57 (SF)
Cut Vol
7220.64 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
1284.45 (SF)
Cut Vol
6600.06 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0CL CL
CL CL10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0CL CL
CL CL
Bo
ard
o
f C
ou
nty
R
oa
d C
om
mis
sio
ne
rs
Of A
lle
ga
n C
ou
nty
1308
LIN
CO
LN R
OA
D
ALL
EGA
N, M
ICH
IGA
N 4
9010
-976
2
TELE
PHO
NE
(269
) 673
-218
4
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w.a
llega
nroa
ds.o
rg
FA
X (2
69) 6
73-5
922
RE
VIS
IO
NS
1 2 3 4 5 6 7
DRAWN BY:
REVIEWED BY:
DATE:
SCALE:
108T
H A
VE
NU
E R
EC
ON
ST
RU
CT
IO
N P
RO
JE
CT
OT
SE
GO
T
WP
- 5,000' E
AS
T O
F 15T
H S
TR
EE
T T
O 6,750' E
AS
T O
F 15T
H S
TR
EE
T
CR
OS
S S
EC
TIO
NS
- S
TA
. 7+
00 T
O S
TA
.12+
00
J.S.E.
JUNE, 2017
1" = 10'
LH 4774 5
13+00
800
810
820
830
840
800
810
820
830
840
14+00
800
810
820
830
800
810
820
830
15+00
790
800
810
820
790
800
810
820
16+00
790
800
810
790
800
810
17+00
780
790
800
810
780
790
800
810
-
4
0
.
3
8
,
8
2
5
.
5
6
0
.
0
0
,
8
2
0
.
7
3
40.91, 832.05
825.94
820.72
-
2
9
.
8
3
,
8
1
5
.
6
8
0
.
0
0
,
8
1
6
.
3
2
28.73, 821.69
820.89
816.29
812.21
811.66
805.56
805.88
798.78
798.59
4.0%
4.0%
4.0%
2.0%
3.7%
2.7%
2.7%
2.3%
2.0%
4.0%
4.0%
4.0%
4.0%
2.0%
4.0%
4.0%
4.0%
2.0%
4.0%
4.0%
825.94
820.72
820.89
816.29
812.21
811.66
805.56
805.88
798.78
798.59
-
4
0
.
4
1
,
8
2
5
.
5
6
0
.
0
0
,
8
2
0
.
7
2
40.95, 832.05
-
2
9
.
8
2
,
8
1
5
.
6
8
0
.
0
0
,
8
1
6
.
2
9
28.77, 821.69
-
2
8
.
9
0
,
8
0
9
.
6
8
0
.
0
0
,
8
1
1
.
6
6
18.90, 812.95
-
2
9
.
7
9
,
8
0
4
.
3
4
0
.
0
0
,
8
0
5
.
8
8
29.60, 805.32
-
3
4
.
6
1
,
7
9
9
.
4
6
0
.
0
0
,
7
9
8
.
5
9
33.37, 799.91
Cut Area
415.28 (SF)
Cut Vol
3136.37 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
230.58 (SF)
Cut Vol
1194.67 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
46.65 (SF)
Cut Vol
513.66 (CY)
Fill Area
0.00 (SF)
Fill Vol
0.00 (CY)
Cut Area
17.92 (SF)
Cut Vol
119.07 (CY)
Fill Area
4.20 (SF)
Fill Vol
7.73 (CY)
Cut Area
93.22 (SF)
Cut Vol
204.75 (CY)
Fill Area
3.13 (SF)
Fill Vol
13.59 (CY)
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0CL CL
CL CL10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0
10.0
10.0
20.0
20.0
30.0
30.0
40.0
40.0
50.0
50.0
60.0
60.0
70.0
70.0CL CL
CL CL
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(269
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DRAWN BY:
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SCALE:
108T
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AS
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F 15T
H S
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O 6,750' E
AS
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F 15T
H S
TR
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CR
OS
S S
EC
TIO
NS
- S
TA
. 13+
00 T
O S
TA
.17+
00
J.S.E.
JUNE, 2017
1" = 10'
LH 4774 6
X
6+00
7+
00
8
+
0
0
9
+
0
0
10+
00
11+00
12+
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1
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0
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4
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18+00
00 50' 100'75'
SOIL EROSION & SEDIMENTATION CONTROL NOTES
1. ALL CONSTRUCTION METHODS WILL BE DONE IN COMPLIANCE WITH THE
MICHIGAN SOIL EROSION AND SEDIMENTATION CONTROL ACT. THE
CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT"
FROM THE COUNTY AND/OR A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM
THE MDEQ PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR WILL BE
RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE COUNTY "SOIL
EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE
REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN
ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND WILL NOT RELIEVE THE
CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION
CONTROL MEASURES.
2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED
TOPSOIL OR EARTH COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS.
3. ALL TEMPORARY SOIL EROSION PROTECTION WILL REMAIN IN PLACE UNTIL
REMOVAL IS REQUIRED FOR FINAL CLEAN UP AND APPROVAL.
4. GEOTEXTILE SILT FENCE WILL BE INSTALLED AS REQUIRED WHEN CROSSING
CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO
PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THE ENGINEER.
SEEDING AND/OR SODDING WILL BE INSTALLED ON CREEK BANKS IMMEDIATELY
AFTER CONSTRUCTION TO PREVENT EROSION.
5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL
MEASURES WILL BE INCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.
6. SOIL TYPE LOCATIONS ARE APPROXIMATED FROM THE UNITED STATES
DEPARTMENT OF AGRICULTURE'S WEB SOIL SURVEY MAPS. DETAILED
PROPERTIES FOR EACH SOIL TYPE CAN BE FOUND ON THEIR WEBSITE:
WEBSOILSURVEY.NRCS.USDA.GOV
NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN
R-96 SERIES, SOIL EROSION & SEDIMENTATION CONTROL MEASURES. "P"
DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE.
SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES
REQUIRED AS DESCRIBED BELOW.
ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE
RESTORED UNDER THE PAY ITEM RESTORATION (LUMP SUM). THIS PAY
ITEM INCLUDES PLACING MDOT SEEDING, MIXTURE TUF APPLIED AT A
RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED
AT A RATE OF 176 LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND
MULCH ANCHORING.
3P
DUST CONTROL MAY BE REQUIRED ON THE SUBGRADE
CONSTRUCTION AND WILL INCLUDE APPLYING FRESH WATER TO BE
INCLUDED IN THE ITEM OF EMBANKMENT. DUST CONTROL ON THE
AGGREGATE BASE COURSE WILL BE ACCOMPLISHED BY APPLYING
FRESH WATER (INCLUDED IN THE ITEM OF AGGREGATE BASE, 6 INCH)
AS DIRECTED BY THE PROJECT ENGINEER.
4T
SILT FENCE WILL BE INSTALLED AT CREEK CROSSINGS, ADJACENT TO
ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS
DIRECTED BY THE ENGINEER. EACH SILT FENCE WILL BE INSTALLED
GENERALLY ALONG THE SAME CONTOUR ELEVATION.
26T
CONTRACTOR WILL PROVIDE DOZER TRACKING PERPENDICULAR TO
THE SLOPE TO REDUCE WATER AND WIND EROSION. THIS WILL BE
PERFORMED AT LOCATIONS SHOWN OR AS DIRECTED BY THE
ENGINEER IN THE FIELD, TO BE INCLUDED IN THE ITEM OF
EMBANKMENT.
32
TEMPORARY SEEDING WILL BE PLACED AT LOCATIONS DETERMINED
BY THE ENGINEER IN THE FIELD AND WILL INCLUDE SEEDING MIXTURE,
CR APPLIED AT A RATE OF 70 LB/ACRE AND MULCH.
3T
HIGH VELOCITY MULCH BLANKETS WILL BE USED ON STEEP BANKS.
PROVIDE MULCH BLANKET, HIGH VELOCITY CENTERED ON ALL DITCH
BOTTOMS WITH A LONGITUDINAL GRADE OF 2.00% OR GREATER AND
AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER IN THE FIELD.
33
HV
CHECK DAMS WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE
PLAN OR AS DIRECTED BY THE ENGINEER IN THE FIELD.
#
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RE
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1 2 3 4 5 6 7
DRAWN BY:
REVIEWED BY:
DATE:
SCALE:
108T
H A
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NU
E R
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RU
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N P
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SE
GO
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AS
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H S
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AS
T O
F 16T
H S
TR
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T
SO
IL E
RO
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N &
S
ED
IM
EN
TA
TIO
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ON
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LA
N
J.S.E.
JUNE, 2017
1" = 50'
LH 4774 7
AVENUE
108TH
SOIL: GRAVEL PITS
33
HV
PLACE 900' X VARIOUS WIDTHS (2,600 SYD)
MULCH BLANKET, HIGH VELOCITY, COVER ALL
SLOPES FROM STA. 7+75 TO STA. 16+75 LEFT.
37
33
HV
R.O.W. (TYP.)
SLOPE STAKE LINE (TYP.)
EASEMENT LIMITS (TYP.)
SOIL: OCKLEY LOAM, 6-12% SLOPES
PLACE 900' X VARIOUS WIDTHS (3,100 SYD)
MULCH BLANKET, HIGH VELOCITY, COVER ALL
SLOPES FROM STA. 8+00 TO STA. 17+00 RIGHT.
