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TRANSCRIPT
MSG
LOCATION MAP
MONROE COUNTY ROAD COMMISSION
BY:
DATE
1-800-482-7171
811
MISS D G System, Inc.
COUNTY KEY
COUNTY
MONROE
W:\
Projects\
Projects
K-
O\
MC
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0066\
CA
D\
SH
EE
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Bid
Set\
MC
RC
0066_
TS01.d
gn
5/8/2
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INDEX OF SHEETS
IN
NO.
SHEET
1
STANDARD PLANS
MONROE COUNTY, MICHIGAN
ASH TOWNSHIP
LOCATION
PROJECT
DESCRIPTION SHEET NO.
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
ITEM OF WORKPLAN NO.
MDOT STANDARD
NORTHEAST DISTRICT SALT FACILITY
TITLE SHEET
GENERAL NOTES
SITE PLAN
GRADING PLAN
2
SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E
MCCORMICK
DRAIN
COLBURN DRAIN
KELLY-DOTY DRAIN
E. LABO RD.
EXISTING CONDITIONS AND REMOVAL PLAN
24275
LONESOME
OA
K D
R.
PLANS OF PROPOSED
8
1
3
4-5
6
7SOIL EROSION AND SEDIMENTATION CONTROL PLAN
BUILDING ELEVATIONS A1-A7
(CIVIL PLANS ONLY)
PROFESSIONAL ENGINEER #62059
MARK J. MATHE, P.E.
DETAILS AND MAINTENANCE OF TRAFFIC
RAFTER &
BENCHMARKS:
1" = 600'
MCCORMICK DRAIN CULVERT AT SITE ENTRANCE
CAPPED IRON ROD LOCATED 165 FEET SOUTHWEST OF EXISTING RAFTER &
BM #4 - ELEVATION 601.64 NAVD88
ENTRANCE
NORTHWEST OF EXISTING RAFTER & MCCORMICK DRAIN CULVERT AT SITE
CAPPED IRON ROD LOCATED APPROXIMATELY 40 FEET
BM #3 - ELEVATION 601.98 NAVD88
CULVERT BENEATH US-24
CROSS CUT INTO HEADWALL AT WEST END OF RAFTER & MCCORMICK DRAIN
BM #2346 - ELEVATION 602.59 NAVD88
BUILDING AND ASSOCIATED SITE WORK IN ASH TOWNSHIP, MONROE COUNTY.
CONSTRUCTION OF A 72 FOOT BY 72 FOOT WOOD FRAME SALT STORAGE
CONTRACT FOR:
GE
NE
RAL N
OTES
GENERAL NOTES
PROJECT INFORMATION
LEGEND
SITE DATA
SEDIMENT CONTROL AS ESTABLISHED BY JURISDICTIONAL AUTHORITIES.
OF 1994, AS AMENDED, AND ALL APPLICABLE RULES OF SOIL EROSION AND
MICHIGAN "SOIL EROSION AND SEDIMENT CONTROL ACT", PART 91 OF PUBLIC ACT 451
EROSION AND SEDIMENT CONTROL: CONTRACTOR SHALL ADHERE TO THE STATE OF
SERVICE FOR ROADS LOCATED IN THE NORTHEAST PORTION OF THE COUNTY.
THE NEW FACILITY WILL IMPROVE EFFICIENCY AND PROVIDE AN INCREASED LEVEL OF
NORTHEAST DISTRICT SALT FACILITY FOR THE MONROE COUNTY ROAD COMMISSION.
NARRATIVE: THE PROPOSED PROJECT WILL DEVELOP A VACANT PARCEL INTO THE
SECONDS WEST 88.59 FEET TO THE POINT OF BEGINNING.
MINUTES 31 SECONDS WEST 292.31 FEET THEN NORTH 29 DEGREES 24 MINUTES 09
DEGREES 42 MINUTES 20 SECONDS WEST 330 FEET THEN NORTH 38 DEGREES 27
THEN SOUTH 57 DEGREES 44 MINUTES 29 SECONDS WEST 330 FEET THEN NORTH 68
EAST 133.65 FEET THEN SOUTH 27 DEGREES 42 MINUTES 54 SECONDS WEST 198.04 FEET
SECTION 34 THEN EAST 791.78 FEET THEN SOUTH 56 DEGREES 32 MINUTES 31 SECONDS
DEGREES 24 MINUTES 09 SECONDS EAST 80.35 FEET FROM NORTH ‚ CORNER OF
COMMENCING AT A POINT EAST 453.4 FEET AND SOUTH 100 FEET AND SOUTH 29
LEGAL DESCRIPTION: PER DEED SECTION 34 TOWN 5 SOUTH RANGE 9 EAST 5.84 ACRES
PROVIDED UPON REQUEST.
WETLANDS ARE SHOWN ON THIS SITE PLAN. A COPY OF THE FULL REPORT CAN BE
MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE LIMITS OF EXISTING
INC. IN JUNE OF 2017. THE RESULTS OF THE DELINEATION WERE CONFIRMED BY THE
WETLANDS: A WETLAND DELINEATION WAS PERFORMED BY THE MANNIK & SMITH GROUP,
INSURANCE RATE MAP NUMBER 26115C0113E DATED OCTOBER 2, 2014.
TO BE LOCATED OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD
FLOODPLAIN: THE SUBJECT PARCEL IS LOCATED WITHIN ZONE 'X', AREAS DETERMINED
Telephone Pole
Telephone MH
Telephone Marker
Power Pole
Power Light Pole
Fire Hydrant
Bench Mark
Gas Marker
Bush
Stump
Gate Valve
Water MH
Coniferous Tree
Post
Coniferous Tree - Class 2
Deciduous Tree
Deciduous Tree - Class 2
Two Post Mount Sign
Post Mount Sign
Control Point
MAG Nail
BOLT
Capped Iron
Railroad Spike
Monument Box
Chain Link Fence
Medium Brush
Guardrail
THE VICINITY OF THIS PROJECT:
UTILITY OWNERSHIP: THE FOLLOWING US A LIST OF UTILITY COMPANIES WHICH MAY BE IN
FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THEIR OPERATIONS.
NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY
BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT
EXCAVATION OR CONSTRUCTION ACTIVITIES IN AREAS WHERE PUBLIC UTILITIES HAVE NOT
WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING ANY
OF 2013, THE CONTRACTOR SHALL CALL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174
THE VERIFICATION OF THE ACTUAL LOCATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
INC. ARE NOT RESPONSIBLE FOR ANY OMISSIONS OR VARIATIONS FROM THE LOCATIONS SHOWN.
ARE OBTAINED FROM THE BEST AVAILABLE DATA. M.C.R.C AND THE MANNIK & SMITH GROUP,
EXISTING UTILITIES: THE LOCATION OF ALL PUBLIC UTILITIES AS SHOWN ON THESE PLANS
OTHERWISE STATED, ARE FROM THE MDOT ROAD STANDARD PLANS.
STANDARD DRAWINGS: ALL STANDARD DRAWINGS AND ITEMS LISTED IN THESE PLANS, UNLESS
2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE PLANS.
SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT)
SPECIFICATIONS: ALL WORK AND MATERIALS, UNLESS OTHERWISE STATED IN THESE PLANS,
WATER MAINS OR SERVICES RESULTING FROM THEIR OPERATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEWERS AND
TO LINE AND GRADE BEFORE CONSTRUCTION OF THE PROPOSED UTILITIES IS STARTED.
BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING PIPE BOTH AS
SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. IT SHALL
FLOW IN EXISTING WATER MAIN, STORM AND SANITARY SEWERS, AND COUNTY DRAINS
EXISTING SEWERS AND UTILITIES: EXCEPT AS OTHERWISE PROVIDED IN THESE PLANS,
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES FOR LEGAL HAULING.
TO OR FROM THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS ON A DAILY BASIS.
BACKFILL AND LEGALLY DISPOSE OF THESE ITEMS. ROUTES FOR HAULING MATERIALS
PRODUCTS OF CLEARING, GRUBBING AND REMOVALS THAT ARE UNSUITABLE FOR
HAULING: CONTRACTOR SHALL IMMEDIATELY REMOVE FROM THE PROJECT AREA ALL
SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
DISTURBED BY ACTIVITIES OF THE CONTRACTOR SHALL BE RESET BY A LICENSED LAND
SURVEY POINTS: ANY PROPERTY CORNERS, MONUMENTS, OR RIGHT-OF-WAY MARKERS
OWNER'S ENGINEER FOR THE REPLACEMENT OF CONSTRUCTION STAKES.
THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS (2 WORKING DAYS) NOTICE TO THE
EXPENSE OF THE CONTRACTOR.
OWNER. REPLACEMENT OF STAKES BY THE OWNER'S ENGINEER WILL BE AT THE
VERIFY THEIR ACCURACY. THE FIRST SET OF STAKES WILL BE PAID FOR BY THE
THE CONSTRUCTION STAKES FROM MONROE COUNTY ROAD COMMISSION AND TO
CONSTRUCTION STAKES: IT IS THE RESPONSIBILITY TO PROTECT AND PRESERVE
THE TIME OF INSTALLATION. NO SIGNS ARE PROPOSED AT THIS TIME.
SIGNAGE: ALL SIGNAGE WILL COMPLY WITH THE ASH TOWNSHIP ZONING ORDINANCE AT
THE COUNTY DURING SNOW EVENTS.
NECESSARY DURING EXISTING DRIVER SHIFTS TO SUPPORT THE NORTHEAST PORTION OF
HOURS: THE FACILITY WILL NOT UTILIZE REGULAR HOURS. TRUCKS WILL BE LOADED AS
DEVELOPMENT IS TO PROVIDE SALT STORAGE AND LOADING EXCLUSIVELY.
NO EMPLOYEES PROPOSED TO BE BASED AT THE FACILITY. THE INTENT OF THE
REQUIRED PARKING: THE PROPOSED USE WILL NOT REQUIRE ANY PARKING. THERE ARE
BUILDING LOT COVERAGE PROPOSED: 2.2%
MAXIMUM BUILDING LOT COVERAGE PERMITTED: 50%
PERCENTAGE LANDSCAPE REQUIRED: 10.0%
MAXIMUM BUILDING HEIGHT (PROPOSED): 28 FEET, 6 INCHES
MAXIMUM BUILDING HEIGHT (PERMITTED): 45 FEET
REAR YARD - 50 FEET
SIDE YARD - 30 FEET
SETBACKS: FRONT YARD - 50 FEET
NET LOT AREA: 5.84 ACRES
GROSS LOT AREA: 5.84 ACRES
USES SUCH AS PUBLIC WORKS GARAGES)
PROPOSED ZONING: CONDITIONAL REZONING TO I-1. LIGHT INDUSTRIAL (MUNICIPAL
EXISTING ZONING: FS, FREEWAY SERVICE
PARCEL IDENTIFICATION NUMBER: 5801-034-007-00
ATTN: BOBBY WALTERS
(440) 244-8415
LORAIN, OH 44052
203 W 9TH ST
CTLCL-CENTURYLINK
ATTN: OSP/INVESTIGATIONS
(972) 729-6016
MCI/VERIZON BUSINESS
ATTN: BRIAN KUNTER
(616) 608-8945
GRAND RAPIDS, MI 49546
3950 SPARKS DR SE
EVERSTREAM
ATTN: JOE GREEN
(319) 790-7510
HIAWATHA, IA 52233
929 MARTHA'S WAY
WINDSTREAM COMMUNICATIONS
ATTN: GEORGE MCELVAIN
(303) 992-9931
LITTLETON, CO 80120
700 W. MINERAL AVE
QWEST COMMUNICATIONS
ATTN: DAN BIELACZYC
(231) 941-3819
TRAVERSE CITY, MI 49696
1392 TRADE CENTRE DR
CHARTER COMMUNICATIONS
ATTN: LINDA DENNISUK
(248) 456-8256
PONTIAC, MI 48342
54 N. MILL ST, 4TH FLOOR
AT&T
TELECOMMUNICATIONS:
(313) 235-5632
DETROIT, MI 48226
ONE ENERGY PLAZA, 518 SB
DETROIT EDISON
POWER:
ATTN: AMERICA RUNYAN
(734) 654-6255
CARLETON, MI 48117
1230 MONROE ST
CARLETON VILLAGE
ATTN: MATTHEW BAKER
(734) 260-4502
CARLETON, MI 48117
1677 READY ROAD
ASH TOWNSHIP
WATER:
ATTN: TIM CSURGO
(734) 240-3101
MONROE, MI 48161
1005 S. RAISINVILLE ROAD
MONROE COUNTY DRAIN COMMISSIONER'S OFFICE
COUNTY DRAINS:
ATTN: NATHAN LEE
(517) 278-3524
MONROE, MI 48161
899 S. TELEGRAPH ROAD
MICHIGAN GAS UTILITIES
ATTN: GREG BLOSSER
(313) 235-1080
DETROIT, MI 48226
ONE ENERGY PLAZA
DTE GAS TRANSMISSION DESIGN CODE
ATTN: BARBARA SAUNDERS
(313) 235-5111
DETROIT, MI 48226
ONE ENERGY PLAZA
DTE GAS DISTRIBUTION DESIGN CODE
GAS:
ATTN: MOLLY CARRIERE
(713) 989-7079
HOUSTON, TX 77002
1300 MAIN STREET
ENERGY TRANSFER
ATTN: BRENT SMITH
(713) 993-5098
ST CLAIR, MI 48079
1575 FRED MOORE HWY
PLAINS MARKETING L.P.
ATTN: TRACY L. HOFFMAN
(610) 670-3256
SINKING SPRING, PA 19608
525 FRITZTOWN ROAD
SUNOCO PIPELINE LP
ATTN: CHRISTINA BODINE
(419) 672-4888
FINDLAY, OH 45840
539 SOUTH MAIN ST.
MARATHON PIPELINE
ATTN: CLAY POPE
(713) 369-8319
HOSHEN, TX 77002
1001 LOUISIANA ST, STE 1000
KINDER MORGAN COCHIN, LLC.
ATTN: TRACI MCCLERNON
(616) 904-4475
BREINIGSVILLE, PA 18031
9999 HAMILTON BLVD
FIVE TEK PARK
BUCKEYE PARTNERS L.P.
PIPELINE:
ANCHORING.
TOPSOIL, FERTILIZER, MDOT SEEDING MIXTURE THV, STRAW MULCH AND MULCH
SLOPE RESTORATION: RESTORE ALL DISTURBED AREAS WITH 6 INCHES OF SALVAGED
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
PR
OJE
CT N
O.:
PR
OJE
CT D
ATE:
PR
EP
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OR:
2 8
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/ /
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5/8/2018
BID D
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W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MC
RC0066_G
N01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
EXISTING WETLAND AREA
LEGEND
CONIFEROUS STUMP REMOVAL
DECIDUOUS STUMP REMOVAL
12" TOPSOIL STRIPPING
LIMITS OF CLEARING, GRUBBING &
(BY OTHERS)
BRUSH CLEARING
0' 40' 80'
GRAPHIC SCALE
MSG
AN
D R
EM
OV
AL P
LA
N
EXIS
TIN
G C
ON
DITIO
NS
BRUSH
US - 24 (N. T
ELE
GR
APH R
OAD)
(MONROE COUNTY DRAIN COMMISSION)
RAFTER & MCCORMICK DRAIN - 99' EASEMENT
6"
6"
6"
6"
5"
4"
4"
5"
6"
9"
7"
6"
6"
4"
11"
10"
8", 8"
10"
14"
3"
12"
10"
12"
8", 8", 8"
5", 6", 6"
8", 10", 10"
8", 10"
9", 10"
7"
(BY OTHERS)
BRUSH CLEARING
THIS LOCATION
FENCING AT
FOUNDATIONS &
CONCRETE
CONCRETE PIPE,
DISPOSE OF
REMOVE AND
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
PR
OJE
CT N
O.:
PR
OJE
CT D
ATE:
PR
EP
AR
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OR:
3 8
/ /
/ /
/ /
/ /
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/ /
5/8/2018
BID D
OC
UM
EN
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W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MC
RC0066_E
X01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
S INV=598.23
N INV=599.62
24" RCP
N01°1
7'3
2"
W
75.0
0'
N32°2
6'0
5"
W
72.9
6'
N26°2
5'2
2"E
318.0
4'
N56
°26'57
"E
330.
00'
S69°59'52"E330.00'
S39°4
5'0
3"E
291.3
2'
S88°42'28"W
497.87'
S01°1
7'3
2"E
25.0
0'
S88°42'28"W
462.95'
N32°2
6'0
5"
W
72.9
6'
N26°2
5'2
2"E
120.0
0'
S57°50'03"E
133.65'
N88°42'28"E
791.78'
Rafter & McCormick MCDC
SE INV=599.94
NW INV=598.32
EX. 18" RCP
GR
AVEL
GR
AVEL
(PER PLAN)
SE INV=594.60
NW INV=595.00
BOX CULVERT
EX. 9' x 6'
596
596
596
597
597
597
597
597
597
597
597
597
598
598
598
598
598
598
598
598
598
598
E INV=599.13
W INV=598.63
EX. 18" RCP
599
599
599599
599
599
599
599
599
599
599
599
599
599
599
600
600
600
600600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
601
601601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
HEADWALL
CONC.
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
HEADWALL
CONC.
2346 EL=602.59
BENCH MARK
X CUT
603
603
603
603
603
603
603
604
604
605
605
RAMP
606
606
ENTRY
607
607
NB I-275
608
608
609
609
610
610
611611
612613614615616
E. LABO ROAD
617618619620621622623624625626627628629630631
632
633
NE INV=596.84
SW INV=596.73
EX. 18" RCP
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:
4 8
/ /
/ /
/ /
/ /
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5/8/2018
BID D
OC
UM
EN
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W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MC
RC0066_SP01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
N01°1
7'3
2"
W
75.0
0'
N32°2
6'0
5"
W
72.9
6'
N26°2
5'2
2"E
318.0
4'
N56
°26'57
"E
330.
00'
S69°59'52"E330.00'
S39°4
5'0
3"E
291.3
2'
S88°42'28"W
497.87'
S01°1
7'3
2"E
25.0
0'
S88°42'28"W
462.95'
N32°2
6'0
5"
W
72.9
6'
N26°2
5'2
2"E
120.0
0'
S57°50'03"E
133.65'
N88°42'28"E
791.78'
Rafter & McCormick MCDC
596
596
596
597
597
597
597
597
597
597
597
597
598
598
598
598
598
598
598
598
598
598
599
599
599599
599
599
599
599
599
599
599
599
599
599
599
600
600
600
600600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
601
601601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
603
603
603
603
603
603
603
604
604
605
605
606
606
607
607
608
608
609
609
610
610
611
611
612613614615616617618619620621622623624625626627628629630631
632
633
602
601600
599
601
602
601
600
602
(MONROE COUNTY ROAD COMMISSION)
BARN
SALT STORAGE
2,500 TON
(MIC
HIG
AN DEP
ART
ME
NT OF T
RA
NSP
ORT
ATIO
N)
(MIC
HIGAN D
EPART
MEN
T O
F TRANSPORTATIO
N)
SETBACK (TYP.)
50' FRONT YARD
REAR YARD - 50 FEET
SIDE YARD - 30 FEET
FRONT YARD - 50 FEET
SETBACK INFORMATION:
EXISTING WETLAND AREA
EXISTING 12" WATER MAIN (ASH TOWNSHIP)
ASPHALT APPROACH (SEE DETAIL, SHEET 8)
INTERIOR ASPHALT (SEE DETAIL, SHEET 8)
AGGREGATE SURFACE (SEE DETAIL, SHEET 8)
EXISTING TREE LIMITS
DETENTION BASIN
STORM WATER
SIT
E P
LA
N
OVE
RALL
LEGEND
E. LABO ROAD - R/W VARIES
US-24 (N.
TELE
GR
AP
H R
OA
D) - 12
0'
R/
W
I-275 NORTHB
OUND - 3
00' R/
W
DETENTION BASIN METER LINE
(SEE DETAIL, SHEET 8)
OUTLET STRUCTURE
MULCH AND MULCH ANCHORING.
SEEDING MIXTURE THV, STRAW
OF TOPSOIL, FERTILIZER, MDOT
RESTORED WITH 4 INCHES
ALL DISTURBED AREAS SHALL BE 2.
PAVEMENT.
THE EDGE OF THE ASPHALT
SHALL EXTEND 1 FOOT BEYOND
THE AGGREGATE BASE COURSE 1.
NOTES:
(SEE DETAIL, SHEET 8)
BOLLARDS
(STONE SIZE 4" TO 8")
6'x4'x8"
RIPRAP POND OVERFLOW,
AGGREGATE)
(4" OF MDOT 23A
EACH SIDE
2' SHOULDER, TYP.
DETAIL, SHEET 8)
STAGING AREA (SEE
CIRCULATION AND
AGGREGATE SURFACE
SWALE
IN THIS LOCATION
STOCKPILE SALVAGED TOPSOIL
BOX CULVERT
EX. 9' x 6'
EX. 18" RCP
EX. 18" RCP
GR
AVEL
(BY OTHERS)
SLIDE GATE
CANTILEVER
GR
AVEL
MSG
0' 40' 80'
GRAPHIC SCALE
(MONROE COUNTY DRAIN COMMISSIONER)
RAFTER & MCCORMICK DRAIN - 99' EASEMENT
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:
5 8
/ /
/ /
/ /
/ /
/ /
/ /
5/8/2018
BID D
OC
UM
EN
TS
W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MR
CR0066_SP02.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
N01°17'32"W
75.00'
N32
°26'05
"W
72.9
6'
N26°25'22
"E31
8.04'
N56°2
6'5
7"E
330.0
0'
S69°5
9'5
2"E
330.0
0'
S01°17'32"E
25.00'
S88°4
2'2
8"
W
462.9
5'
N32
°26'05
"W
72.9
6'
N26°25'22
"E12
0.00'
S57°5
0'0
3"E
133.6
5'
N88°4
2'2
8"E
791.7
8'
Rafter
&
Mc
Cormic
k
MC
DC
596
596
596
597
597
597
597
597
597
597
597
598
598
598
598
598
598
598
598
598
599
599
599
599
599599
599
599
599
599
599
599
599
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
602
602
602
602
602
602
602
602
602
602
602
602
602
602
603
603
603
603
604
605
606
607
608
609
610
611
612
613
614
615
616
E. LA
BO R
OA
D
617
618
619
620
621
602
601
600
599
601
602
601
600
602
EXISTING WETLAND AREA
INTERIOR ASPHALT (SEE DETAIL, SHEET 9)
AGGREGATE SURFACE (SEE DETAIL, SHEET 9)
ASPHALT APPROACH (SEE DETAIL, SHEET 9)
CONCRETE (SEE DETAIL, SHEET 9)
EN
LA
RG
ED SIT
E P
LA
N
0' 30' 60'
GRAPHIC SCALE
MSG
AGGREGATE)
(4" OF MDOT 23A
EACH SIDE
2' SHOULDER, TYP.
RAFTER & MCCORMICK DRAIN - 99' EASEMENT
(MONROE COUNTY DRIAN COMMISSIONER)
72'
72'
45'R
28'
20'
72'
SWALE
BOX CULVERT
EX. 9' x 6'
EX. 18" RCP
GRAVEL
GRAVEL
EX. 18" RCP
LEGEND
NOTES:
STRAW MULCH AND MULCH ANCHORING.
FERTILIZER, MDOT SEEDING MIXTURE THV,
RESTORED WITH 4 INCHES OF TOPSOIL,
ALL DISTURBED AREAS SHALL BE 1.
40'R
50'R
40' 20'
20'
(BY OTHERS)
CANITLEVER SLIDE GATE
BARN
SALT STORAGE
2,500 TON
SEE DETAIL, SHEET 8)
6'x4'x8" (STONE SIZE 4" TO 8",
RIPRAP POND OVERFLOW,
DETAIL, SHEET 8)
STRUCTURE (SEE
OUTLET CONTROL
(SEE DETAIL, SHEET 8)
AGGREGATE SURFACE
40'
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:
6 8
/ /
/ /
/ /
/ /
/ /
/ /
5/8/2018
BID D
OC
UM
EN
TS
W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MC
RC0066_G
R01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
N01°17'32"W
75.00'
N32
°26'05
"W
72.9
6'
N26°25'22
"E31
8.04'
N56°2
6'5
7"E
330.0
0'
S69°5
9'5
2"E
S01°17'32"E
25.00'
S88°4
2'2
8"
W
462.9
5'
N32
°26'05
"W
72.9
6'
N26°25'22
"E12
0.00'
S57°5
0'0
3"E
133.6
5'
N88°4
2'2
8"E
791.7
8'
Rafter
&
Mc
Cormic
k
MC
DC
596
596
596
597
597
597
597
597
597
597
597
598
598
598
598
598
598
598
598
599
599
599
599
599
599
599
599
599
599
599
599
599
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
601
601
601
601
601
601
601
601
601
601
601
601
6016
01
601
601
601
601
601
601
601
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
603
603
603
603
604
605
606
607
608
609
610
611
612
613
614
615
616
E. LA
BO R
OA
D
617
618
619
603.35
602.86
602.15
602.15
601.30
601.20
602.15
603.27
601.6
0
601.30
602
602.9
8e
602.19
e
601.3
5e
60
1.48
e
60
1.78
e
60
1.6
3e
60
1.25
e
60
1.3
5
598.0
0
601.00
601.50
601.05
600.80
601
600
599
601.95
601
602
601.00
601.30
602.00
601.75
601.25
601.50
601.0
0e
602.80
602.85
603.25
602.76
602.81
602.57
603.2
2
600.78
e
601.50
e
601.01
6e
601.42
e
601.71
e
601
600
602.85
602.8
0
602.62
602.8
1
604.0
3e
602.15
601.30
602.15
601.30
602.00
602.00
601.90
601.30
601.90
601.90
601.30
602
600.0
0
601.51
e
601.50
0.5
0%
EXISTING WETLAND AREA
INTERIOR ASPHALT (SEE DETAIL, SHEET 8)
ASPHALT APPROACH (SEE DETAIL, SHEET 8)
AGGREGATE SURFACE (SEE DETAIL, SHEET 8)
GR
ADIN
G P
LA
N
0' 30' 60'
GRAPHIC SCALE
MSG
INVERT ELEVATION = 596.73
INVERT ELEVATION = 596.84
LEGEND
(SEE DETAIL, SHEET 8)
0VERFLOW ELEVATION = 600.75
6'x4'x8" (STONE SIZE 4" TO 8")
RIPRAP POND OVERFLOW,
BARN
SALT STORAGE
2,500 TON
ELEVATION = 599.41
FIRST-FLUSH STORAGE
OF BANK = 601.00
DETENTION BASIN TOP
RAFTER & MCCORMICK DRAIN - 99' EASEMENT
(MONROE COUNTY DRAIN COMMISSIONER)
BENCHMARKS
ELEVATION = 602.59
BM #2346
ELEVATION = 601.98
BM #3
ELEVATION = 601.64
BM #4
MCCORMICK DRAIN CULVERT AT SITE ENTRANCE
CAPPED IRON ROD LOCATED 165 FEET SOUTHWEST OF EXISTING RAFTER &
BM #4 - ELEVATION 601.64 NAVD88
OF EXISTING RAFTER & MCCORMICK DRAIN CULVERT AT SITE ENTRANCE
CAPPED IRON ROD LOCATED APPROXIMATELY 40 FEET NORTHWEST
BM #3 - ELEVATION 601.98 NAVD88
DRAIN CULVERT BENEATH US-24
CROSS CUT INTO HEADWALL AT WEST END OF RAFTER & MCCORMICK
BM #2346 - ELEVATION 602.59 NAVD88
LEAVING THE SITE
INTERCEPT DRAINAGE
GRADE SWALE TO
OVERFLOW ELEVATION = 600.75
(PER PLAN)
INVERT ELEVATION = 594.60
GRAVEL
GRAVEL
SWALE
(HIGH POINT)
INVERT ELEVATION=598.63
(METER LINE)
36'-4" DUAL-WALL CPE @ 1.39%
(SEE DETAIL, SHEET 8)
RIM ELEVATION = 599.41
OUTLET CONTROL STRUCTURE
E = 13,400,508.20
N = 191,432.21
OUTLET PIPE END IN STATE PLANE COORDINATES
PROVIDE BRASS PLATE ATTACHED TO CROWN OF
INVERT ELEVATION = 597.50
INVERT ELEVATION = 599.13
(PER PLAN)
INVERT ELEVATION = 595.00
EXISTING WETLAND AREA
3 PERCENT SLOPES (SOIL TYPE)
FULTON SILTY CLAY, LOAM 0 TO
SOIL TYPE LIMITS
PERCENT SLOPES (SOIL TYPE)
ZIEGENFUSS CLAY, 0 TO 1
ASPHALT APPROACH (SEE DETAIL, SHEET 8)
INTERIOR ASPHALT (SEE DETAIL, SHEET 8)
AGGREGATE SURFACE (SEE DETAIL, SHEET 8)
SILT FENCE
0' 30' 60'
GRAPHIC SCALE
MSG
LEGEND
ZfsabA
15A
SILT FENCE
CO
NTR
OL P
LA
N
SE
DIM
EN
TATIO
N
SOIL E
ROSIO
N A
ND
ZfsabA
15A
RAFTER & MCCORMICK DRAIN - 99' EASEMENT
(MONROE COUNTY DRAIN COMMISSIONER)
SILT FENCESILT FENCE
SILT FENCE
GRAVEL
GRAVEL
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:
7 8
/ /
/ /
/ /
/ /
/ /
/ /
5/8/2018
BID D
OC
UM
EN
TS
W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MR
CR0066_E
C01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
BARN
SALT STORAGE
2,500 TON
N01°17'32"W
75.00'
N32
°26'05
"W
72.9
6'
N26°25'22
"E31
8.04'
N56°2
6'5
7"E
330.0
0'
S69°5
9'5
2"E
330.0
0'
S01°17'32"E
25.00'
S88°4
2'2
8"
W
462.9
5'
N32
°26'05
"W
72.9
6'
N26°25'22
"E12
0.00'
S57°5
0'0
3"E
133.6
5'
N88°4
2'2
8"E
791.7
8'
Rafter
&
Mc
Cormic
k
MC
DC
596
596
596
597
597
597
597
597
597
597
597
598
598
598
598
598
598
598
598
598
599
599
599
599
599599
599
599
599
599
599
599
599
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
601
601
601
601
601
601
601
601
601
601
601
601
601
601
601
602
602
602
602
602
602
602
602
602
602
602
602
602
602
603
603
603
603
604
605
606
607
608
609
610
611
612
613
614
615
616
E. LA
BO R
OA
D
617
618
619
620
621
DOME GRATE
STRUCTURE WITH
2' DIA. NYLOPLAST
RIM ELEVATION @ 599.41
N.T.S.
OUTLET CONTROL STRUCTURE
(N-12 OR EQUIVALENT)
4" DUAL-WALL CPE @ 598.00
STRUCTURE SUMP @ 595.70595.00
597.00
596.00
598.00
599.00
600.00
601.00
MATERIALS APPROVED BY ENGINEER)
WITH 6" OF 1x3 LIMESTONE (OR OTHER
CHOKE WITH 6A LIMESTONE AND BACKFILL
WRAP STRUCTURE WITH GEOTEXTILE FABRIC,
OVERFLOW ELEVATION @ 600.75
OF T
RAFFIC
AN
D M
AIN
TE
NA
NC
E
DET
AIL S
HEET
(1) 2" CORED HOLE @ 598.00
OF BANK ELEVATION = 601.00
DETENTION BASIN TOP
6'x4'x8"
4" TO 8" RIPRAP,
4'
8"
ELEVATION = 600.00
EMERGENCY OVERFLOW
N.T.S.
EMERGENCY OVERFLOW DETAIL
@ 599.41
ELEVATION
STORAGE
FIRST FLUSH
N.T.S.
1'-6"
8'-
0"
4'-
0"
2'-0"
PIPE BOLLARD
(TYP.)
CONCRETE MINIMUM
2500 PSI P.C.
FILL POST w/ CONCRETE
OVER FOOTING
3" COVER
FINISHED GRADE
PAVEMENT OR
WITH TOP ROUNDED.
FILLED W/ CONC.
6" SCH. 40 STEEL PIPE
NOTE:
COVERED WITH AN IDEAL SHIELD 1/4" BOLLARD COVER
ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW OR
OF BUILDING
FROM EDGE
3"
5
4
3
2
1
N.T.S.
3
4 5
1 2
2" HMA, 13A
2" HMA, 13A
ASPHALT APPROACH PAVEMENT SECTION
5
2
1
N.T.S.
SUBGRADE COMPACTION
1.00% MIN.
4 5
1 2
3" HMA, 13A
INTERIOR ASPHALT PAVEMENT SECTION
3
3 3" HMA, 13A
4
VERIFY THAT COMPACTION IS ACHIEVED PER MDOT REQUIREMENTS.
THE OWNER IS RESPONSIBLE FOR TESTING DURING CONSTRUCTION TO
EXISTING SUBGRADE
VERIFY THAT COMPACTION IS ACHIEVED PER MDOT REQUIREMENTS.
THE OWNER IS RESPONSIBLE FOR TESTING DURING CONSTRUCTION TO
6" MDOT 21AA AGGREGATE BASE
FINE GRADE AND COMPACT EXISTING AGGREGATE BASE
21
1
2
N.T.S.
12" MDOT 21AA
SUBGRADE COMPACTION
AGGREGATE SURFACE SECTION
VERIFY THAT COMPACTION IS ACHIEVED PER MDOT REQUIREMENTS.
THE OWNER IS RESPONSIBLE FOR TESTING DURING CONSTRUCTION TO
BITUMINOUS BOND COAT (0.05 - 0.15 GAL./SQ. YD.)
BITUMINOUS BOND COAT (0.05 - 0.15 GAL./SQ. YD.)
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 8
/ /
/ /
/ /
/ /
/ /
/ /
5/8/2018
BID D
OC
UM
EN
TS
W:\Projects\Projects K-O\M
CR
C0066\C
AD\S
HEETS\Bid Set\
MC
RC0066_D
T01.dgn
DES
CRIP
TIO
NB
YD
ATE
NO.
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
RO
AD C
OM
MIS
SIO
N
MO
NR
OE C
OU
NT
Y
MJ
M
KH
W
MC
RC0066
SALT F
ACILIT
Y
NO
RT
HE
AST DIS
TRIC
T
1MJ
MSIT
E P
LA
N R
EVIE
W
MJ
M2
RE
VIS
ED M
CD
C R
EVIE
WMJ
M9/20/2017
9/14/2017
9/05/2017
3 49/28/2017
MJ
MA
DD
EN
DU
M N
O. 1
09/28/2017
MJ
M5/08/2018
55/24/2018 R
EBID
MO
NR
OE,
MIC
HIG
AN 48161
840 S. TELE
GR
AP
H R
OA
D
36'-4" DUAL-WALL CPE @ 1.39%