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TIT
LE S
HEET
MONROE COUNTY ROAD COMMISSION
NO.
SHEET
1
BY:
BY:
DATE
COUNTY ROAD COMMISSION APPROVAL
DATE
ITEM OF WORK
STANDARD PLANS
PLAN NO.
MDOT STANDARD
AS-CONSTRUCTED INFORMATION
FILLED IN UPON PROJECT COMPLETION
COUNTY KEY
COUNTY
MONROE
DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS R-29-I
R-96-ESOIL EROSION & SEDIMENTATION CONTROL MEASURES
GROUND DRIVEN SIGN SUPPORTS FOR TEMPORARY SIGNS
TEMPORARY TRAFFIC CONTROL DEVICES
R-82-D
DRAINAGE STRUCTURES
COVER G R-12-E
AT THE ENGINEER'S OFFICE OR ARE AVAILABLE AT <www.michigan.gov/mdot>.
PLANS AS INDICATED. ALL STANDARD PLANS NECESSARY FOR THIS PROJECT ARE ON FILE
CONSTRUCTED ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD
CONSTRUCTION OF THE FOLLOWING ITEMS, WHERE CALLED FOR ON THE PLANS, WILL BE
BEDDING AND FILLING AROUND PIPE CULVERTS
1
2
INDEX OF SHEETS
SHEET NO. DESCRIPTION
TITLE SHEET
LOCATION MAPNOT TO SCALE
MSG
GENERAL NOTES
PLAN AND PROFILE4 - 6
STERNS ROAD
JA
CK
MA
N R
OA
D
SMITH ROAD
WHIT
EF
OR
D CE
NTER R
OA
D
SU
MMERFIE
LD
RO
AD
DEAN ROAD
CONSEAR ROAD
SALTER
DRAIN
DIT
CH
BR
AG
DE
N
SPRIN
G
BR
OO
K
DR
AIN
INDIANCREEK
HALFW
AY C
REEK
W. ALEXIS ROAD
DO
UG
LA
S R
OA
D
TA
LM
AD
GE R
OA
D
TRE
MAIN
SVIL
LE R
OA
D
SE
CO
R R
OA
D
AD
LE
R R
OA
D
SECTION ROAD
WHIT
EF
OR
D R
OA
D
OHIO
MICHIGAN
LAMBERTVILLE
RO
AD
FL
AN
DE
RS
R-1-G
DRAIN
RIET
A
PROJECT PLANS FOR
IN COOPERATION WITH
BEDFORD TOWNSHIP
BMP = 0.000PR#:12323160+00P.O.B.
BMP = 0.461PR#:123231624+36P.O.E.
MISS D G System
BEFORE YOU DIG CALL
3 FULL WORKING DAYS
Design Ticket #:
1-800-482-7171 or 811
B61790195
SINGLE POST MOUNT SIGN
LANDSCAPED AREA
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
BRUSHLINE
FENCELINE
1' CONTOUR LINE
5' CONTOUR LINE
ROCK / BOULDER
POST
DECORATIVE FEATURE
TWO POST MOUNT SIGN
MAILBOX
PAPER BOX
GUY ANCHOR
POWER POLE
CATCH BASIN
CONTROL POINT
MONUMENT
BENCHMARK
655
654
LEGEND:
LA
PB
7
COMM. %
A.D.T.
2006
YEAR
3%
639
TRANSPORTATION 2012 SPECIFICATIONS FOR CONSTRUCTION.
IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF
THE PROPOSAL, ALL MATERIALS AND WORKMANSHIP SHALL BE
EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN
3
CLOVER LANE
FINAL CONST. CONTRACT AMT.:
PRIME CONTRACTOR:
PROJECT COMPLETION DATE:
PROJECT START DATE:
MCRC PROJECT #:
PROFESSIONAL ENGINEER #37563
STEVEN L. BOUWS, P.E.
COUNTY HIGHWAY ENGINEER
SCOTT F. ASSENMACHER, P.E.
CL
OV
ER L
AN
E
1 7
489-002-160658
SESC DETAILS AND NOTES
WZD-100-A
WZD-125-E
DRAINAGE IMPROVEMENTS
MONROE COUNTY, MICHIGAN
BEDFORD TOWNSHIP
SMITH ROAD IN BEDFORD TOWNSHIP, MONROE COUNTY, MICHIGAN.
AND SLOPE RESTORATION ON CLOVER LANE FROM THE OHIO STATE LINE TO
CONTRACT FOR: 0.46 MILES OF STORM SEWER REPLACEMENT, DITCH CLEANOUT
SURVEY , TRAFFIC CONTROL AND QUANTITY SUMMARY
CH
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06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
E
TO
WNS
HIP
BE
DF
OR
D
IMP
RO
VE
ME
NTS
DR
AIN
AG
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CLO
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R LA
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108/05/2016
SLB
FIN
AL
MC
RC R
EVIE
W
GE
NE
RAL N
OTES
THE CONTRACTOR SHALL SUBMIT IN WRITING PROPOSED HAUL ROUTES FOR
APPROVAL BY THE MCRC PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR WILL NOT BE ELIGIBLE FOR ADDITIONAL COMPENSATION
IF THE PROPOSED HAUL ROUTE IS NOT APPROVED BY THE MCRC.
ALL WORK AND MATERIALS, UNLESS OTHERWISE STATED INSPECIFICATIONS:
ALL STANDARD DRAWINGS AND ITEMS LISTED IN THESESTANDARD DRAWINGS:
PLANS, UNLESS OTHERWISE STATED, ARE FROM THE MDOT ROAD STANDARD
PLANS.
IN CASES WHERE THERE IS A CONFLICT BETWEEN STANDARDS,CONFLICT NOTE:
DETAILS OR NOTES, THE MORE RESTRICTIVE SHALL TAKE PRECEDENT OR AS
THE LOCATION OF ALL PUBLIC UTILITIES AS SHOWNEXISTING UTILITIES:
THE MANNIK & SMITH GROUP, INC. ARE NOT RESPONSIBLE FOR ANY OMISSIONS
OR VARIATIONS FROM THE LOCATIONS SHOWN. THE VERIFICATION OF THE ACTUAL
LOCATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
THE FOLLOWING IS A LIST OF UTILITY COMPANIES KNOWNUTILITY OWNERSHIP:
TO BE IN THE VICINITY OF THIS PROJECT:
SAWCUT LINES INDICATED AT LIMITS OF PAVEMENT REMOVAL ARESAWCUTS:
EXCEPT AS OTHERWISE PROVIDED IN THESEEXISTING SEWERS AND UTILITIES:
PLANS, FLOW IN EXISTING WATER MAIN, STORM AND SANITARY SEWERS SHALL BE
MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT. WHERE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEWERS
OF DEBRIS ON A DAILY BASIS. CONTRACTOR IS RESPONSIBLE FOR ALL
HAULING MATERIALS TO OR FROM THE PROJECT SITE SHALL BE KEPT CLEAN
FOR BACKFILL AND LEGALLY DISPOSE OF THESE ITEMS. ROUTES FOR
ALL PRODUCTS OF CLEARING, GRUBBING AND REMOVALS THAT ARE UNSUITABLE
CONTRACTOR SHALL IMMEDIATELY REMOVE FROM THE PROJECT AREAHAULING:
GENERAL NOTES
STORM SEWER NOTES
THESE PLANS, SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF
AND THESE PLANS.
PERMITS AND FEES FOR LEGAL HAULING.
AND WATER MAINS OR SERVICES RESULTING FROM THEIR OPERATIONS.
TRANSPORTATION (MDOT) 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION
JURISDICTIONAL AGENCY.
DETERMINED BY THE MONROE COUNTY ROAD COMMISSION OR APPROPRIATE
FENCING & LANDSCAPING IN RIGHT-OF-WAY: WHERE PRIVATE FENCES AND/OR
INCLUDED IN THE COST OF THE REMOVAL ITEMS OF WORK AND SHALL BE
PERFORMED IN ACCORDANCE WITH MDOT STANDARDS.
SEWER IS STARTED.
SHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR
TWO WEEKS IN ADVANCE OF ANY WORK DONE THAT WILL AFFECT ANY FENCING AND/OR
LANDSCAPING. THE PROPERTY OWNER MUST BE GIVEN THE OPTION OF REMOVING THESE
LANDSCAPE PLANTINGS ARE LOCATED WITHIN THE WORK AREA, THE PROPERTY OWNER
LAWN SPRINKLER SYSTEMS: OWNERS OF EXISTING LAWN SPRINKLER SYSTEMS SHALL BE
FOR OTHER ITEMS OF WORK AND WILL NOT BE PAID FOR SEPARATELY.
WITNESSING PIPES IS CONSIDERED TO BE INCLUDED IN THE CONTRACT UNIT PRICES
COST FOR SALVAGING AND RELOCATING LAWN SPRINKLER HEADS, AND CAPPING AND
RESPONSIBILITY OF THE PROPERTY OWNER AND IS NOT PART OF THE CONTRACT. THE
PROPERTY. ANY OTHER MODIFICATIONS TO THE LAWN SPRINKLER SYSTEMS IS THE
CONTRACTOR SHALL PLACE THE SALVAGED SPRINKLER HEADS ON THE PROPERTY OWNER'S
LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNER'S USE. THE
CONSTRUCTION, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE
CONTRACTOR BEGINNING WORK AND THE CONTRACTOR CUTS THE SYSTEM DURING
PROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEMS PRIOR TO THE
WEEKS IN ADVANCE OF ANY WORK DONE THAT WILL AFFECT THOSE SYSTEMS. IF THE
NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO
ITEMS THEMSELVES. IF THE PROPERTY OWNER FAILS TO REMOVE THESE ITEMS PRIOR
WILL BE PAID FOR AS "FENCE, REM."
WILL NOT BE PAID FOR SEPARATELY. THE REMOVAL AND STOCKPILING OF FENCE
TO BE INCLUDED IN THE CONTRACT UNIT PRICES FOR OTHER ITEMS OF WORK AND
OWNER'S PROPERTY. THE COST FOR RELOCATING LANDSCAPE ITEMS IS CONSIDERED
THE FENCING AND/OR LANDSCAPE ITEMS AND STOCKPILE THEM ON THE PROPERTY
TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY SALVAGE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING PIPE
BOTH AS TO LINE AND GRADE BEFORE CONSTRUCTION OF THE PROPOSED
CROSS EITHER OVER OR UNDER AN EXISTING SEWER OR WATER MAIN, IT SHALL BE
THE PLANS PROVIDE FOR THE PROPOSED SEWER TO BE CONNECTED TO, OR TO
ON THESE PLANS ARE OBTAINED FROM THE BEST AVAILABLE DATA. MCRC AND
(734) 240-3110
ATTN: TIM CSURGO
MONROE, MI 48161
1005 SOUTH RAISINVILLE ROAD
MONROE CO. DRAIN COMMISSIONER
COUNTY DRAINS:
CONTROL AS ESTABLISHED BY JURISDICTIONAL AUTHORITIES.
1994, AS AMENDED, AND ALL APPLICABLE RULES ON SOIL EROSION AND SEDIMENTATION
OF MICHIGAN "SOIL EROSION AND SEDIMENT CONTROL ACT", PART 91 OF PUBLIC ACTS 451 OF
CONTRACTOR SHALL ADHERE TO THE STATE SOIL EROSION AND SEDIMENTATION CONTROL:
(734) 457-6125
ATTN: KRISTOPHER KLEINSMITH
MONROE, MI 48161
899 SOUTH TELEGRAPH ROAD
MICHIGAN GAS UTILITIES
NATURAL GAS:
ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THEIR OPERATIONS.
ALERT SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND
NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG"
THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF
BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED.
CONSTRUCTION ACTIVITIES IN AREAS WHERE PUBLIC UTILITIES HAVE NOT
SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING ANY EXCAVATION OR
811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS,
PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CALL 1-800-482-7171 OR
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
THE CONTRACTOR SHALL NOT DISTURB THE ROADSIDE PORTIONDITCH CLEANOUT:
OF THE EXISTING DITCH. ONLY THE BACKSIDE OF THE DITCH SHALL BE CLEANED OUT
ALONG CLOVER LANE APPROXIMATELY 0.46 MILES TO STATION 24+36.
AT STATION 0+00 (PR#: 1232316, MILE POINT 0.000), CONTINUING NORTHERLY
COUNTY. THE PROJECT BEGINS AT THE INTERSECTION OF THE OHIO STATE LINE
THE PROJECT IS LOCATED ON CLOVER LANE IN BEDFORD TOWNSHIP, MONROE
LOCATION:
MDOT ITEM 502 BITUMINOUS BOND COAT (0.10 GAL./SQ. YD.)
MDOT ITEM 205 SUBGRADE COMPACTION
1
2
3
4
1 2 1 3 4
HMA DRIVE REPAIR SECTION
NOT TO SCALE
THE CONTRACTOR MUST SUBMIT A CONSTRUCTIONCONSTRUCTION SCHEDULE:
SCHEDULE TO THE OWNER BEFORE OR AT THE PRECONSTRUCTION MEETING.
THIS SCHEDULE WILL SHOW THE SEQUENCE OF CONSTRUCTION AND COMPLETION
DATES FOR MAJOR ITEMS OF WORK. THE PROJECT CONSTRUCTION SCHEDULE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECTCONSTRUCTION STAKES:
AND PRESERVE THE CONSTRUCTION STAKES AND TO VERIFY THEIR CORRECTNESS
THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS (2 WORKING DAYS) NOTICE
TO THE OWNER'S ENGINEER FOR THE PLACEMENT OF CONSTRUCTION STAKES.
CONSTRUCTION EQUIPMENT AND MATERIALS MUST BESTORAGE OF MATERIALS:
STORED IN A MANNER SO AS TO POSE NO THREAT TO WORKERS, ADJACENT
PROPERTY OWNERS, OR PUBLIC USE OF THE ROADWAY. NO MATERIALS OR
EQUIPMENT SHALL BE STORED OUTSIDE THE WORK LIMITS WITHOUT VERIFIED
ANY PROPERTY CORNERS, MONUMENTS, OR RIGHT-OF-WAYSURVEY POINTS:
BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
WRITTEN PERMISSION OF THE OWNER OF THE PROPERTY.
MUST BE UPDATED PERIODICALLY AS PROGRESS CONTINUES IN ACCORDANCE
WITH PROVISIONS IN THE CONTRACT DOCUMENTS. BI-WEEKLY PROGRESS
MEETINGS MAY BE REQUIRED IF DETERMINED NECESSARY.
MARKERS DISTURBED BY ACTIVITIES OF THE CONTRACTOR SHALL BE RESET
PRIOR TO LAYING PIPE OR CONSTRUCTING PAVEMENT. THE FIRST SET OF STAKES
WILL BE PAID FOR BY THE OWNER. REPLACEMENT OF STAKES BY THE OWNER'S
ENGINEER WILL BE AT THE EXPENSE OF THE CONTRACTOR.
ALL MAIL BOXES SHALL BE MAINTAINED FOR THE DURATION OFMAIL BOXES:
THE CONTRACTOR SHALL PROVIDE ACCESS FORTEMPORARY DRIVEWAYS:
PROPERTY OWNERS FROM THE ROAD AT ALL TIMES BY PROVIDING TEMPORARY
PRIVATE RESIDENTIAL DRIVEWAYS MAY BE CLOSED FOR UP TO ONE HOUR MAXIMUM
PROPERTY OWNER(S) OR OCCUPANT(S) A MINIMUM OF 24 HOURS IN ADVANCE
TO COMPLETE WORK IF THE CONTRACTOR HAS CONTACTED THE INDIVIDUAL OF
AND COORDINATED AN AGREED UPON TIME OF CLOSURE WITH THEM.
THE PROJECT.
ORIGINAL CONDITION OR BETTER BY THE CONTRACTOR PRIOR TO THE FINAL ACCEPTANCE OF
OTHERWISE AFFECTED BY THE CONTRACTOR'S OPERATIONS SHALL BE RETURNED TO THEIR
DRAIN TILES, CATCH BASINS, OR YARD DECORATIONS, THAT ARE DAMAGED, REMOVED OR
LAWNS, SWALES, ROADS, DITCHES, PIPES, PROPERTY MARKERS, PRIVATE SIGNS, MANHOLES,
NOT LIMITED TO, FENCING, POSTS, POLES, SHRUBS, SIGNS, MAILBOXES, DRIVES, CULVERTS,
ALL ITEMS NOT WITHIN THE RIGHT-OF-WAY, INCLUDING, BUT RESTORATION OF WORK AREA:
CONSTRUCTION.
DAMAGE TO THE SIGNS, SIGN COMPONENTS, OR POSTS DURING ALL PHASES OF
REMOVAL AND/OR RELOCATION DUE TO THE PROPOSED WORK SHALL BE PERFORMED WITHOUT
SPECIFICATIONS TO BE PAID FOR AS PART OF "MINOR TRAF DEVICES." ANY TEMPORARY
AND/OR GUIDE SIGNS DURING CONSTRUCTION IN ACCORDANCE WITH APPLICABLE MDOT
THE CONTRACTOR SHALL MAINTAIN ALL EXISTING WARNING, REGULATORY EXISTING SIGNS:
FOR THE ITEM "POST, MAILBOX, RELOCATE."
OF NEWSPAPER BOXES AND SUPPORTS ARE ALSO INCLUDED IN THE PAYMENT
ACTIVITIES ARE COMPLETED. THE REMOVAL, STORAGE, AND REINSTALLATION
POST AND MAILBOX AT THE PERMANENT LOCATION AFTER CONSTRUCTION
ACTIVITIES, MAINTAINING SERVICEABILITY, AND REINSTALLING THE EXISTING
THE EXISTING MAILBOX SUPPORTS AND MAILBOXES DURING CONSTRUCTION
THE ITEM "POST, MAILBOX, RELOCATE" INCLUDES REMOVING AND RELOCATING
PROPERTY OWNER AND THE LAMBERTVILLE POST OFFICE.
THE CONTRACTOR SHALL COORDINATE ALL MAILBOX RELOCATIONS WITH THE
SHALL BE ACCESSIBLE TO POST OFFICE VEHICLES FROM THE PAVEMENT.
THE PROJECT. POSTAL SERVICE MAY NOT BE INTERRUPTED. MAILBOXES
STRUCTURE INVENTORIES:
AGGREGATE BASE FOR THIS PROJECT SHALL MEET THEAGGREGATE BASE:
REQUIREMENTS OF 21AA.
BOTTOM = 640.88
12" RCP INV N = 640.88
RIM = 642.88
FAIR CONDITION
2' DIA BLOCK STRUCTURE
CATCH BASIN 80074
BOTTOM = 638.43
TOP OF WATER = 640.18
4" PVC INV E = 640.68
RIM = 642.33
FAIR CONDITION
4' DIA BLOCK STRUCTURE
CATCH BASIN 80071
BOTTOM = 641.53
12" RCP INV N = 641.53
RIM = 643.58
FAIR CONDITION
2' DIA BLOCK STRUCTURE
CATCH BASIN 80064
BOTTOM = 649.51
TOP OF WATER = 650.71
6" PVC INV S = 651.16
RIM = 652.51
GOOD CONDITION
1' DIA PRECAST STRUCTURE
CATCH BASIN 81296
BOTTOM = 639.81
TOP OF WATER = 640.26
8" STP INV S = 639.86
8" STP INV N = 639.81
RIM = 641.36
FAIR CONDITION
1' DIA PRECAST STRUCTURE
CATCH BASIN 80174
BOTTOM = 639.61
TOP OF WATER = 640.36
RIM = 641.56
1' DIA PRECAST STRUCTURE
CATCH BASIN 80117
THROUGH THE DITCH BOTTOM.
NOT BE PAID FOR SEPARATELY.
BE INCLUDED IN THE CONTRACT UNIT PRICES FOR OTHER ITEMS OF WORK AND WILL
THE AGGREGATE FOR TEMPORARY GRAVEL DRIVE APPROACHES IS CONSIDERED TO
REMOVED FROM EXISTING DRIVES OR ROADWAYS FOR REUSE IN TEMPORARY DRIVES.
GRAVEL DRIVE APPROACHES. THE CONTRACTOR MAY STOCKPILE AGGREGATE
ALL CONNECTIONS SHALL BE INCLUDED IN THE ABOVE UNIT PRICE.
AS SEWER CL A, 6 INCH, TR DET A REGARDLESS OF SITE AND TYPE OF EXISTING FACILITY.
INLETS OR STORM SEWERS AT THE DIRECTION OF THE ENGINEER. THIS WORK WILL BE PAID
DITCHES OR DRAINAGE STRUCTURES SHALL BE REROUTED TO PROPOSED SWALES, DITCHES,
DURING CONSTRUCTION THAT CONVEY DRAINAGE OR GROUNDWATER TO EXISTING SWALES,
EXISTING DRAIN TILES OR FIELD TILES FOUND FIELD TILES NOT NOTED ON THE PLANS:
2 7
MDOT ITEM 302 6" AGGREGATE BASE, 21AA
MDOT ITEM 502 2" HMA, 36A (PAID FOR AS HAND PATCHING)
SEED MIXTURE, THM.
THE SEEDING MIXTURE FOR SLOPE RESTORATION, TYPE A SHALL BE SLOPE RESTORATION:
(419) 724-3713
ATTN: MICHAEL SHEAHAN
NORTHWOOD, OH 43619
2700 OREGON ROAD
TELESYSTEM/BUCKEYE BROADBAND
CABLEVISION:
(419) 739-3136
ATTN: KARL KLIMA
WAPAKONETA, OH 45895
13888 COUNTY ROAD 25A
INDEPENDENT FIBER NETWORK
(313) 240-5314
ATTN: JOE RACZAK
DEARBORN, MI 48126
17651 MICHIGAN AVENUE
AT&T
TELECOMMUNICATIONS:
(517) 788-2400
ATTN: DAVID SOUTHWARD
JACKSON, MI 49201
1955 W. PARNELL ROAD
CONSUMERS ENERGY
ELECTRIC POWER:
(517) 265-0648
ATTN: MARK SPINA
ADRIAN, MI 49221
340 S. MAIN STREET
FRONTIER COMMUNICATIONS
TELECOMMUNICATIONS:
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TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
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D, P
O B
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0 5 10 15 200 5 10 15 20
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W:\Projects\Projects A-E\B
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T0058_ A
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DES
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NB
YD
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NO.
BE
DT0058
DA
B
SJB
06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
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TO
WNS
HIP
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MIC
HIG
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OHIO S
TA
TE LIN
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MSG
GRAPHIC SCALE
0' 50' 100' 200'
CLOVER LANE
SMIT
H R
OA
D
ELEV = 646.82 NAVD88
OHIO/MICHIGAN LINE
MONUMENT DISK ON
LUCAS COUNTY BENCHMARK
BENCHMARK 1
BENCHMARK 3
BENCHMARK 2
ELEV = 654.91 NAVD88
OF CLOVER LANE AND SMITH ROAD
GIN SPIKE IN POWER POLE ON EAST SIDE
BENCHMARK 3
ELEV = 645.86 NAVD88
OF CLOVER LANE @ DRIVEWAY OF 6380
GIN SPIKE IN POWER POLE ON EAST SIDE
BENCHMARK 2
ELEV = 646.50 NAVD88
AT CLOVER LANE AND FLOWER ROAD
'X' CUT ON EAST BOLT OF FIRE HYDRANT
BENCHMARK 1
BENCHMARKS:
CP2CP1
POT Sta. 0+00.00
CP1 - RAILROAD SPIKE
POT Sta. 24+36.09
CP2 - RAILROAD SPIKE
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EROSION CONTROL, INLET PROTECTION, FABRIC DROP (8 EA)
EROSION CONTROL, INLET PROTECTION, FABRIC DROP (1 EA)
3 7
QU
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8/5/2016
W:\Projects\Projects A-E\B
ED
T0058\C
AD\P
LA
NS\B
ED
T0058_PP01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
MSG
BE
DT0058
GRAPHIC SCALE
0' 20' 40' 80'
DA
B
SJB
06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
E
TO
WNS
HIP
BE
DF
OR
D
P.O.B. T
O ST
A. 6+50
PLA
N A
ND P
ROFIL
EIM
PR
OVE
ME
NTS
DR
AIN
AG
E
CLO
VE
R LA
NE
108/05/2016
SLB
FIN
AL
MC
RC R
EVIE
W
PROFILE
MA
TC
HLIN
E S
TA. 6+50
650
640
630
650
640
630
SHRUB
ASPH ASPH
BRUSH
GR
AV
EL
GR
AV
EL
ASPH
24"
MPH
45
6208
CO
NC
GR
AV
EL
6210
WH
EE
L
WH
EE
L
6"
CONC
BRUSH
BRUSH
6245
LA
ASP
H
4"
62184"
ASPH
FIE
LD
DRIV
E
BRUSH
LAPB
6225
BM1
CLOVER LANE
CP1
4"
PV
C
MSG1
CP11 CP12 CP13
650
640
630
650
640
630
MIC
HIG
AN
1 2 3 4 5 6
643.75
643.14
642.65
642.45
642.26
642.22
642.23
642.36
642.47
642.60
642.90
643.07
0
644.28
OHIO S
TA
TE LIN
E
#6225
#6245
#6210
#6218#6224
CB1
CB2
CB3CB4 CB5
ASPH
EX. 8" STP
EX. 8" STP
EX. 12" RCP
COVERED
OUTLET PLUGGED/
EX. 12" RCP
TR DET B: 18 FT
TR DET A: 54 FT
12 INCH @ 0.25%
72 FT SEWER, CL ETR DET B: 16 FT
TR DET A: 53 FT
12 INCH @ 0.25%
69 FT SEWER, CL E
TR DET B: 20 FT
TR DET A: 84 FT
12 INCH @ 0.25%
104 FT SEWER, CL E
TR DET B: 16 FT
TR DET A: 62 FT
12 INCH @ 0.25%
78 FT SEWER, CL E
#6208
CLOVER LANE
| EX. PROFILE
AT RIGHT DITCH
| EX. PROFILE
CLOVER LANE
| EX. PROFILE
AT LEFT DITCH
| EX. PROFILE
TR DET B: 14 FT
TR DET A: 26 FT
12 INCH @ 0.20%
40 FT SEWER, CL E
R
R
R
R
2" GAS
MATERIAL
OR FLAMMABLE
HAZARDOUS
QUANTITIES THIS SHEET
CLEANING, 12 INCH (76')
DR STRUCTURE LEAD,
DITCH CLEANOUT (149')
DITCH CLEANOUT (153')
ASPH
R
R
(TY
P.)
8'
CLEANING, 12 INCH (80')
DR STRUCTURE LEAD,
EA3 DR STRUCTURE, CLEANING
EA5 DR STRUCTURE, 24 INCH DIA
EA5 DR STRUCTURE COVER, TYPE G
EA4 DR STRUCTURE, REM
EA2 CULV, REM, LESS THAN 24 INCH
FT279 SEWER, CL E, 12 INCH, TR DET A
FT218 DR STRUCTURE LEAD, CLEANING, 12 INCH
FT84 SEWER, CL E, 12 INCH, TR DET B
FT119 SEWER, REM, LESS THAN 24 INCH
SYD42 AGGREGATE BASE, 6 INCH
CLEANING (1 EA)
DR STRUCTURE,
CLEANING (1 EA)
DR STRUCTURE,
CULVERT, CLEANING (1 EA)
(REMOVE)
(REMOVE)
(REMOVE)
(REMOVE)
INV = 640.36
26.7' LT.
STA. 2+31.5
LESS THAN 24 INCH
78 FT, SEWER, REM,
LESS THAN 24 INCH
41 FT, SEWER, REM,
6 INCH (13 SYD)
AGGREGATE SURFACE CSE,
CONC WALL
REM (0.5 CYD)
CONC STRUCTURE,
MASONRY AND
REM (0.5 CYD)
CONC STRUCTURE,
MASONRY AND
CONC WALL
CONC WALL
CLEANING, 12 INCH (62')
DR STRUCTURE LEAD,
FT5 SEWER, CL A, 6 INCH, TR DET A
6" INLET INV = 640.46
STA. 1+92.29, 24.33' LT.
REM (0.5 CYD)
STRUCTURE,
AND CONC
(2) MASONRY
SYD31 AGGREGATE SURFACE CSE, 6 INCH
SYD42 HMA SURFACE, REM
CULV, REM, LESS THAN 24 INCH (1 EA)
CULV, REM, LESS THAN 24 INCH (1 EA)
SYD134 SLOPE RESTORATION, TYPE A
TR DET A: 5 FT
6 INCH @ 0.25%
5 FT SEWER, CL ACLEANING (1 EA)
DR STRUCTURE,
ELEV = 646.50 NAVD88
AT CLOVER LANE AND FLOWER ROAD
'X' CUT ON EAST BOLT OF FIRE HYDRANT
BENCHMARK 1
ELEV = 646.82 NAVD88
OHIO/MICHIGAN LINE
MONUMENT DISK ON
LUCAS COUNTY BENCHMARK
SLOPE RESTORATION (100')
SLOPE RESTORATION (100')
6 INCH (18 SYD)
AGGREGATE SURFACE CSE,
STA3.0 DITCH CLEANOUT
CYD2 MASONRY AND CONC STRUCTURE, REM
TON9 HAND PATCHING
HAND PATCHING (3 TON)
BASE, 6 INCH (14 SYD)
(14 SYD), AGGREGATE
HMA SURFACE REM
HAND PATCHING (3 TON)
AGGREGATE BASE, 6 INCH (13 SYD)
HMA SURFACE REM (13 SYD)
HAND PATCHING (3 TON)
AGGREGATE BASE, 6 INCH (15 SYD)
HMA SURFACE REM (15 SYD)
EA1 CULVERT, CLEANING
SEWER, CL E, 12 INCH
SEWER, CL E, 12 INCH SEWER, CL E, 12 INCH
4 7
BOTT. = 640.25 (BY RECORD)
12" RCP INV N = 640.25 (BY RECORD)
12" RCP INV S = 640.27 (BY RECORD)
RIM = 642.05
STA 1+89.5, 20.2 LT.
EX. CATCH BASIN 80089 .
EX. CB 80064
EX. CB 80071
EX. CB 80074
EX. CB 80089
EX. CB 80117
EX. CB 80174
RIM = 641.21
EX. CB
EX. CB
12" RCP
12" RCP
12" RCP
BOTT. = 639.81
8" STEEL INV S = 639.86
8" STEEL INV N = 639.81
RIM = 641.36
STA 3+21.1, 25.9 RT.
EX. CATCH BASIN 80174
12" RCP
INV = 639.94
INV = 640.12
INV = 638.84
30' RT.
STA. 4+97
INV = 640.09
INV = 640.02
RCP
12"
12" RCP12" RCP
INV = 639.68
12" RCP
24"
RC
P
INV = 638.09
24" RCP
INV = 638.56
24" RCP
BOTT. = 637.02
12" ST N = 639.02
12" ST S = 639.02
TYPE G COVER
RIM = 641.36,
STA. 3+21, 26' RT.
PROP. 2' DIA. CB4
BOTT. = 637.65
12" ST N = 639.65
12" ST S = 639.65
TYPE G COVER
RIM = 642.30,
STA. 1+74, 26' RT.
PROP. 2' DIA. CB1
BOTT. = 638.43
12" RCP INV N = 639.81 (CALC)
12" RCP INV S = 640.03 (CALC)
4" PVC INV E = 640.68
RIM = 642.33
STA 1+74.0, 25.9 RT.
EX. CATCH BASIN 80071 .
BOTT. = 641.53
12" RCP INV N = 641.53
RIM = 643.58
STA 0+98.6, 20.2 RT.
EX. CATCH BASIN 80064
12" RCP
12" RCP
8" STP
8" STP
INV = 639.83
BOTT. = 637.45
12" ST N = 639.45
12" ST S = 639.45
RIM = 641.56, TYPE G COVER
STA. 2+52, 26' RT.
PROP. 2' DIA. CB3
12" RCP
BOTT. = 639.61
12" STM INV N (BY RECORD)
12" STM INV S (BY RECORD)
RIM = 641.56
STA 2+52.2, 25.8 RT.
EX. CATCH BASIN 80117 .
BOTTOM = 640.88
12" RCP INV N = 640.88
RIM = 642.88
STA 1+27.7, 20.1 LT.
CATCH BASIN 80074
BOTT. = 638.44
12" ST N = 640.44
12" ST S = 640.44
6" ST NW = 640.44
RIM = 642.05, TYPE G COVER
STA. 1+89.5, 20' LT.
PROP. 2' DIA. CB2
BOTT. = 637.02
12" ST N = 639.02
12" ST S = 639.02
RIM = 641.08, TYPE G COVER
STA. 4+25, 26' RT.
PROP. 2' DIA. CB5
7 8 9 10 11 12 13 14 15 16
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
PR
OJE
CT N
O.:
PR
OJE
CT D
ATE:
PR
EP
AR
ED F
OR:
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
8/5/2016
W:\Projects\Projects A-E\B
ED
T0058\C
AD\P
LA
NS\B
ED
T0058_PP02.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
MSG
BE
DT0058
GRAPHIC SCALE
0' 20' 40' 80'
DA
B
SJB
06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
E
TO
WNS
HIP
BE
DF
OR
D
IMP
RO
VE
ME
NTS
DR
AIN
AG
E
CLO
VE
R LA
NE
108/05/2016
SLB
FIN
AL
MC
RC R
EVIE
W
PROFILE
MA
TC
HLIN
E S
TA. 6+50
MA
TC
HLIN
E S
TA. 16
+50
650
640
630
650
640
630
ELEV=645.86 NAVD88
OF CLOVER LANE @ DRIVEWAY OF 6380
GIN SPIKE IN POWER POLE ON EAST SIDE
BENCHMARK 2
6"
BM2
ASPH
BRUSHBRUSH BRUSH
BRUSHBRUSH
BRUSHBRUSH
ASP
H
15"
GR
AV
EL
GR
AV
EL
GR
AV
EL
GR
AV
EL
GR
AV
EL
PA
TH FENCE
WOOD
12"
(2)
6"
12"
(2)
6"
15" 4"
(3)
6"
6"
4"
19"
6"
18"
6421
6413
6380
ASPH
6223
GRAVEL
6321
4"
CLOVER LANE
650
640
630
650
640
630
7 8 9 10 11 12 13 14 15 16
643.07
643.42
643.15
642.96
642.72
642.46
642.67
642.85
643.05
643.36
643.75
644.03
644.47
645.17
645.53
645.86
646.21
646.48
646.69
647.19
647.77
ST
A. 6+50 T
O S
TA. 16+50
PLA
N A
ND P
ROFIL
E
PA
TH
BRICK COLUMN
M.B. ON
WOOD FENCE
#6321 #6323#6311
#6413
#6380
AT LEFT DITCH
| EX. PROFILE
CLOVER LANE
| EX. PROFILE
CLOVER LANE
| EX. PROFILE
AT RIGHT DITCH
| EX. PROFILE
2" GAS
MATERIAL
OR FLAMMABLE
HAZARDOUS
"REIT
A DR
AIN"
#6421
QUANTITIES THIS SHEET
EA1 TREE, REM, 19 INCH TO 36 INCH
DITCH CLEANOUT (86') DITCH CLEANOUT (462')
DITCH CLEANOUT (103') DITCH CLEANOUT (559') DITCH CLEANOUT (259')
TREE, REM, 19 INCH TO 36 INCH (1 EA)
CULVERT, CLEANING (1 EA) CULVERT, CLEANING (1 EA)
CULVERT, CLEANING (1 EA)
CULVERT, CLEANING (1 EA)
CULVERT, CLEANING (1 EA)
CULVERT, CLEANING (1 EA)
SLOPE RESTORATION (100')
(50')
DITCH CLEANOUT
70'
RESTORATION
SLOPE
(70')
DITCH CLEANOUT
(65')
DITCH CLEANOUT
6'
FENCE
SILT
6'
FENCE
SILT
6'
FENCE
SILT
STA16.5 DITCH CLEANOUT
6'
FENCE
SILT
6'
FENCE
SILT
SYD114 SLOPE RESTORATION, TYPE A
FT30 EROSION CONTROL, SILT FENCE
EA6 CULVERT, CLEANING
AT RIGHT DITCH
| PROP. PROFILE
5 7
INV = 642.70
12" RCP
12" CMP
INV = 642.85
15" RCP
15" RCP
INV = 642.33INV = 643.03
INV = 638.03
24" RCP15" RCP
INV = 638.99
INV = 639.93
24"
RCP
15" RCP
15" CMP
CMP
15"
INV = 640.20
INV = 640.41
RCP
24"
24" RCP
INV = 639.02
INV = 639.57
INV = 638.43
24" RCP
17 18 19 20 21 22 23 24 25
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
PR
OJE
CT N
O.:
PR
OJE
CT D
ATE:
PR
EP
AR
ED F
OR:
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
8/5/2016
W:\Projects\Projects A-E\B
ED
T0058\C
AD\P
LA
NS\B
ED
T0058_PP03.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
MSG
BE
DT0058
GRAPHIC SCALE
0' 20' 40' 80'
DA
B
SJB
06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
E
TO
WNS
HIP
BE
DF
OR
D
IMP
RO
VE
ME
NTS
DR
AIN
AG
E
CLO
VE
R LA
NE
108/05/2016
SLB
FIN
AL
MC
RC R
EVIE
W
PROFILE
660
650
640
ASPH ASPH
MA
TC
HLIN
E S
TA. 16
+50
ASPH ASPH
WOOD FENCE
ASPH
12" 24"
WOOD FENCE
2-RAIL
6505
GR
AV
EL
6525
ASP
H
LA
ASP
H
6516
FENCE
WOODFENCE
WOOD
ASPH6478
ASP
H
6546
CO
NCGRAVEL
STOP
ST
OP
ST
OP
STOP
ST
OP
STOP
STOP
MPH
45
36"24"
6560
6571
4"4"24"
CO
NC
24"
ASP
H
CO
NC
65356559
6547
LA
AHEAD
STOP
MSG4
ELEV=654.91 NAVD88
OF CLOVER LANE AND SMITH ROAD
GIN SPIKE IN POWER POLE ON EAST SIDE
BENCHMARK 3
BM3
DEK1
CP2
ST
OP
CLOVER LANE
WOOD FENCE
SMIT
H R
OA
D
ST
A. 16+50 T
O P.O.E.
PLA
N A
ND P
ROFIL
E
17 18 19 20 21 22 23 24 25
647.77
648.44
649.37
650.33
651.
16
651.
64
652.09
652.04
652.01
652.45
653.10
654.09
655.23
655.96
656.55
656.96
657.26
660
650
640
660
650
640
660
650
640
BRIC
K C
OL
UM
N
BRIC
K C
OL
UM
N
LALA
REFLECTOR
#6525
SMIT
H R
OA
D
SMIT
H R
OA
D
#6505
#6478
#6516
#6546
#6535 #6547 #6559
CLOVER LANE
| EX. PROFILE
AT LEFT DITCH
| EX. PROFILE
CLOVER LANE
| EX. PROFILE
AT RIGHT DITCH
| EX. PROFILE
EX. 12" CPP
W INV=649.62
EX. 4" STEEL PIPE
E INV=647.87
EX. 4" STEEL PIPE
2" GAS
MATERIAL
OR FLAMMABLE
HAZARDOUS
DITCH CLEANOUT (360')
(58')
DITCH CLEANOUT
DITCH CLEANOUT (96') DITCH CLEANOUT (140') DITCH CLEANOUT (78')
CLEANING, 6 INCH (32')
DR STRUCTURE LEAD,
CULVERT, CLEANING (1 EA) CULVERT, CLEANING (1 EA)CULVERT, CLEANING (1 EA)
CLEANING (1 EA)
DR STRUCTURE,
CULVERT, CLEANING (1 EA)
6'
FENCE
SILT
6'
FENCE
SILT
6'
FENCE
SILT
SLOPE RESTORATION (140')
(78')
SLOPE RESTORATION
QUANTITIES THIS SHEET
EA1 DR STRUCTURE, CLEANING
SYD14 AGGREGATE BASE, 6 INCH
SYD11 AGGREGATE SURFACE CSE, 6 INCH
SYD14 HMA SURFACE, REM
SYD424 SLOPE RESTORATION, TYPE A
SLOPE
(58')
RESTORATION
FT30 EROSION CONTROL, SILT FENCE
STA7.3 DITCH CLEANOUT
6 INCH (11 SYD)
AGGREGATE SURFACE CSE,
FT32 DR STRUCTURE LEAD, CLEANING, 6 INCH
SLOPE RESTORATION (360')
6'
FENCE
SILT
6'
FENCE
SILT
DITCH
PROPOSED
DITCH
PROPOSED
DITCH
PROPOSED
12 INCH @ 1.67%
32 FT CULV, CL E, CONC,
12 INCH @ 1.70%
32 FT CULV, CL E, CONC,
(1 EA)
CULVERT, CLEANING
CULVERT, CLEANING ( 1 )
EA6 CULVERT, CLEANING
FT64 CULV, CL E, CONC, 12 INCH
TON3 HAND PATCHING
HAND PATCHING (3 TON)
AGGREGATE BASE, 6 INCH (14 SYD)
HMA SURFACE REM (14 SYD)
CULV, CL E, CONC, 12 INCH
CULV, CL E, CONC, 12 INCH
(TYP.)
AT LEFT DITCH
| PROP. PROFILE
6 7
INV = 648.76
25' LT.
STA. 17+96
INV = 649.26
25' LT.
STA. 18+26
INV = 650.51
25' LT.
STA. 19+00
INV = 651.05
25' LT.
STA. 19+32INV = 654.01
12" RCP
INV = 653.25
12" RCP
12"
RC
P
12"
RC
P
INV = 652.46
12" RCP
INV=652.69
12" RCP
BOTT. = 649.51
6" PVC INV S = 651.16
RIM =652.51
STA 22+06.6, 25.3 LT.
CATCH BASIN 81296
EX. CB 81296
12"
RC
P
INV = 648.16
12" RCP
12" CPP
INV = 647.51INV = 647.67
12" CPP
INV = 649.42
12" RCP6" PVC
12" RCP
INV = 650.66INV = 650.25
PVC
6"
INV = 647.37INV = 647.25
12" CPP
12"
RC
P
INV = 646.05
12" RCP
INV=644.76
12" RCP
INV = 646.24
EX. 18" RCP
INV = 646.52
18" RCP
CONTRACTOR AT THE END OF EACH WORKDAY.
ANY OF THE CONTRACTOR'S OPERATIONS MUST BE REMOVED BY THE
ALL MUD/DIRT TRACKED ONTO ADJACENT PUBLIC ROADWAYS DUE TO
ISSUED.
IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF COMPLIANCE IS
ACTIVITY CEASES TEMPORARY SOIL EROSION CONTROL MEASURES WILL BE
EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE
NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER AN
CALENDAR DAYS AFTER FINAL GRADING HAS BEEN COMPLETED. WHEN IT IS
DITCHES, OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN 15
PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS,
IMMEDIATELY REPAIRED.
OF PROJECT AND DAMAGE CAUSED BY REMOVAL OPERATIONS MUST BE
TEMPORARY MEASURES MUST BE COMPLETELY REMOVED UPON FINAL ACCEPTANCE
MEASURES ARE IN PLACE AND ACCEPTED BY JURISDICTIONAL AUTHORITY.
TEMPORARY MEASURES MUST BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT
DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.
AREAS OR IN WATERWAYS INCLUDING BOTH NATURAL AND MAN-MADE OPEN
BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE
EROSION AND SEDIMENTATION RESULTING FROM WORK ON THIS SITE SHALL
AGAINST ANY TRANSPORTING OF SILT OFF THE SITE.
AND CONSTRUCTION BARRIERS WILL BE APPLIED AS A PERIMETER DEFENSE
OR AS THE FIRST STEP IN CONSTRUCTION. SEDIMENT CONTROL PRACTICE
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO,
COMMISSIONER'S STANDARDS AND SPECIFICATIONS.
COUNTY ROAD COMMISSION (MCRC) AND THE MONROE COUNTY DRAIN
(MDOT) 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION, MONROE
CONFORMANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION
EROSION AND SEDIMENT CONTROL ACTIVITIES SHALL BE PERFORMED IN
SEDIMENTATION CONTROL MEASURES
SOIL EROSION AND
NO
TES
CO
NTR
OL D
ET
AIL
S A
ND
SE
DIM
EN
TATIO
N
SOIL E
ROSIO
N &
FENCE AFTER LAWNS HAVE BEEN RE -ESTABLISHED.
CONTRACTOR TO REMOVE INLET PROTECTION AND FILTER FABRIC
SHOULD BE APPROXIMATELY 16 INCHES, MINIMUM.
OF THE FILTER MATERIAL. THE GEOTEXTILE MATERIAL ABOVE THE SOIL
BACKFILL WITH SOIL AND MAKE A SMALL RIDGE ON THE UP-SLOPE SIDE
AFTER LOWERING THE BOTTOM OF THE MATERIAL INTO THE TRENCH,
STAPLE THE MATERIAL TO THE STAKES.
TRENCH SHOULD BE 6" WIDE AND 6" DEEP.
INLET AND THE FENCING MATERIALS PLACED IN THE TRENCH. THE
A TRENCH SHOULD BE EXCAVATED AROUND THE PERIMETER OF THE
STAPLES SHOULD BE OF HEAVY DUTY WIRE AT LEAST •" LONG.
METAL WITH A MINIMUM LENGTH OF 3 FEET (36 INCHES).
STAKES SHOULD BE 1 „" x 1 …" FINISHED WOOD OR EQUIVALENT
SPECIFICATIONS FOR FILTER FABRIC.
SHOULD COME FROM A CONTINUOUS ROLL AND OTHERWISE MEET THE
ENOUGH TO MAINTAIN EFFECTIVENESS UNDER ANTICIPATED FLOWS. IT
FILTER FABRIC SHOULD HAVE ULTRAVIOLET PROTECTION AND BE STRONG
7.
6.
5.
4.
3.
2.
1.
7 7
SILT FENCE B
SILT FENCE A
FENCE POST
WRAPPED AROUND
FABRIC TO BE
EARTH
COMPACTED
FILTER FABRIC
GEOTEXTILEFLOW
SHEET
FENCE
SUPPORT
FLOW
SHEET
POSTS
FENCE
"B-B"
JOINT SECTION
SILT FENCE
A
A
UNDISTURBED VEGETATION
FOOT MINIMUM
GROUND, ONE
DRIVEN INTO
FENCE POSTS
FENCE
SUPPORT
FILTER FABRIC
GEOTEXTILE
6" ANCHOR TRENCH
1'
MIN.
SPACING, 6' MAX.
SHEET FLOW
1'
MIN.
VEGETATION
UNDISTURBED
TOWARDS EARTH DISRUPTION
FASTENED ON UPHILL SIDE,
GEOTEXTILE FILTER FABRIC
FABRIC
ON UPHILL SIDE OF FILTER
RIDGE OF COMPACTED EARTH
ANCHOR TRENCH
6" x 6"
COUPLER
FENCE
SILT
BA
FENCE
SILT
SILT FENCE JOINT
PLAN VIEW
FRONT VIEW
SECTION A-A SECTION B-B
SILT FENCE
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
PR
OJE
CT N
O.:
PR
OJE
CT D
ATE:
PR
EP
AR
ED F
OR:
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
8/5/2016
W:\Projects\Projects A-E\B
ED
T0058\C
AD\P
LA
NS\B
ED
T0058_E
C01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
BE
DT0058
DA
B
SJB
06/13/2016
FA
X: 734-2
89-2
345
TEL: 734-2
89-2
200
MO
NR
OE,
MI 48162
1771 N
OR
TH DIXIE HIG
HW
AY
TE
MPE
RA
NC
E, MIC
HIG
AN 48182
8100 JA
CK
MA
N R
OA
D, P
O B
OX H
NO
RT
H T
O S
MIT
H R
OA
D
OHIO ST
ATE LIN
E
TO
WNS
HIP
BE
DF
OR
D
IMP
RO
VE
ME
NTS
DR
AIN
AG
E
CLO
VE
R LA
NE
108/05/2016
SLB
FIN
AL
MC
RC R
EVIE
W
