2024-02-09 CCF BID PACK 2of2.pdf

PDF 4 MB Posted Mar 5, 2024

Attached to: 472/23353. DPL; Cooper Street CF - Asphalt Repairs
Solicitation number: RFQ - 171 - 240000000282
Issued by: Jackson County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains the bid package for a state and local contract opportunity for the Cooper Street Correctional Facility Asphalt Repairs project in Jackson County, Michigan. The project involves the rehabilitation of existing asphalt pavement, including the installation of new storm drainage infrastructure, curbing, sidewalks, and parking striping. Key details include the construction of 156 linear feet of 15-inch reinforced concrete pipe (RCP) storm sewer at 0.34% slope, 95 linear feet of 12-inch RCP at 0.50% slope, and 232 linear feet of 18-inch RCP at 0.50% slope, as well as the installation of catch basins, flared end sections, and a detention basin outlet control structure. The project is being managed by the Michigan Department of Technology, Management and Budget (DTMB), Design and Construction Division.

Pricing for the contract is lump sum, with no specific set-aside requirements noted. The funding source is not explicitly stated. The bid submission deadline is February 23, 2024, and the expected award date is March 22, 2024. The contract term is not specified, though the project is expected to be completed within a single construction season.

View the file

Other files

File	Type	Posted
DTMB Addendum 1.pdf	PDF	Mar 5, 2024
2024-02-09 CCF BID PACK 1of2.pdf	PDF	Mar 5, 2024
DTMB Addendum 2.pdf	PDF	Mar 5, 2024
231608 Cooper St CF - Pavement Investigation Report 10-27-23.pdf	PDF	Mar 5, 2024
MICHSpec 23353.pdf	PDF	Mar 5, 2024
Advertisement 23353.pdf	PDF	Mar 5, 2024
LEIN Request 23353.pdf	PDF	Mar 5, 2024
Addendum 1 -23353.pdf	PDF	Mar 5, 2024

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1050 3015

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

CONTROL JOINT

EXPANSION JOINT

LAYOUT & MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

CONCRETE CURB & GUTTER

LIMIT OF WORK LINE

HEAVY DUTY ASPHALT

ASPHALT ON PULVERIZED BASE

STANDARD DUTY ASPHALT

ADMIN BUILDING WALK

C5.0

4CONCRETE FLATWORK

STANDARD DUTY ASPHALT ON NEW BASE

40200 12060

INTERIOR FENCE DRIVE EXTENSION

CONCRETE FLAT WORK

H.D. CONCRETE FLAT WORK

C5.1

7CATCH BASIN

BOXOUT, TYP.

C5.1

7CATCH BASIN

BOXOUT, TYP.

C5.1

7CATCH BASIN

BOXOUT, TYP.

C5.0

5STANDARD DUTY

ASPHALT

ADMINISTRATIVE

BUILDING

H/I BUILDING

F/G BUILDING

C5.1

6CATCH BASIN

BOXOUT, TYP.

EXISTING DOWNSPOUT

TO BE REROUTED UNDER

WALK

JOINTING SHALL MATCH

EXISTING JOINTING

PATTERN

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/23353.DPL

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: MK/NJ

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DESIGNED: KE

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DATE

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APPROVED: KE

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND CONSTRUCTION DIVISION

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ADAM P. LACH, RA, DIRECTOR

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STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C3.4

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LAYOUT AND MATERIALS PLAN

918917916

21.90

21.31

20.47

20.33

19.58

19.51

18.37

ME 17.97

18.37

21.17

21.90

33.90

22.5

19.5

RIM 19.62

RIM 18.60

BC23.66

TC23.66

BC23.79

TC24.29

BC27.14

TC27.64

BC31.00

TC31.50

BC33.84

TC34.34

BC37.17

TC37.67

BC37.00

TC37.00

BC37.21

TC37.71

BC40.33

TC40.33

BC40.33

TC40.83

BC39.72

TC40.22

RIM 21.90

RIM 21.00

RIM 20.25

30.83

14.50

ME 22.60 ME 22.63

ME 19.44

ME 19.75

19.53

RIM 15.88

1.7%

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40200 12060

INTERIOR WALK

MAIN ENTRANCE DRIVE & PARKING LOT

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND

ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL

BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE

FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION

OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL

CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTESUTILITY PLAN LEGEND

PROPOSED STORM LINE

PROPOSED STORM STRUCTURE

LIMIT OF WORK LINE

BARRIER FREE SIGN TYPE 'A'

156LF 15" CLIV

RCP @ 0.34%

NEW MAINTENANCE BUILDING

C6.0

1 2' DIAMETER STORM

INLET

4' DIAMETER CATCH

BASIN

C6.0

2UTILITY TRENCH

C6.0

3 18" DIAMETER FLARE

END SECTION WITH

GRATE

77 LF 12" CLIV

RCP @ 0.50%

95 LF 12" CLIV

RCP @ 0.50%

232 LF 18" CLIV

RCP @ 0.5%

75 LF 18" CLIV

RCP @ 1.0%

C6.0

3 12" DIAMETER FLARE

END SECTION WITH

GRATE

CB 100 921.00

INV 12" SW 917.34

Structure Table

STRUCTURE ID

CB 105

CB 110

CB 120

FES 125

TYPE CASTING RIM ELEV

921.90

920.25

919.60

N/A

INVERT ELEVATIONS

INV 12" NW 918.24

INV 12" NE 916.98

INV 18" NW 916.26

INV 12" W 915.51

INV 12" E 915.09

Storm

FES 115 N/A INV 18" SE 915.10

48" DIA

CATCH BASIN

24" DIA

CATCH BASIN

48" DIA

CATCH BASIN

18" DIA

FES WITH

GRATE

12" DIA

FES WITH

GRATE

24" DIA

CATCH BASIN

C6.0

12' DIAMETER CATCH

BASIN WITH GRATE

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

RIGHT-OF-WAY LINE

EXISTING SPOT GRADE

80.84

PROPOSED RIM ELEVATION (+ 900)

PROPOSED SPOT GRADE (+ 900)

PROPOSED TOP OF CURB GRADE (+ 900)TC 77.52

RIM 89.00

ME MATCH EXISTING GRADE

PROPOSED INVERT ELEVATION (+ 900)INV 73.25

PROPOSED BOTTOM OF CURB GRADE (+ 900)BC 77.02

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. PROPOSED ASPHALT ON PULVERIZED BASE SHALL MEET EXISTING GRADE WHEN

ABUTTING EXISTING PAVEMENT AND STRUCTURES.

GRADING NOTES

CB 100

CB 105

CB 110

FES 115

CB 120

PHASE 1 PARKING CONSTRUCTION

PHASE 2 PARKING CONSTRUCTION

MAINTENANCE BUILDING

ADMINISTRATION BUILDING

E BUILDING RAMP

ENLARGEMENT SEE SHEET

C4.3

EJIW 1130 -

M3 GRATE

EJIW 1130 -

M3 GRATE

EJIW 1130 -

M3 GRATE

N/A

EJIW 1140 -

M3 GRATE

N/A

CB 95 920.00 INV 12" SE 917.8224" DIA

CATCH BASIN

INV 12" NW 917.44

RIPRAP IN

SPILLWAY

FES 125

CB 95

EJIW 1130 -

M3 GRATE

INV 12" SE 917.92

C6.0

12' DIAMETER CATCH

BASIN WITH GRATE

40 LF 12" CMP @ 0.50%

W/ FLARED END SECTIONS

INV 21.91

INV 21.47

E BUILDING

DS 1

4"PVC DS 2

4"PVC

DS 3

4" PVC DS 4

4"PVC DS 5

4"PVC

DS 6

4"PVC

105 LF 4" PVC

@1% MINIMUM 16 LF 4" PVC

@1% MINIMUM

4' DIAMETER

MANHOLEC6.0

OUTLET CONTROL

STRUCTUREC6.0

CLEANOUT AT END

OF LINEC6.0

CLEANOUT

C6.0

25 LF 4" PVC

@1% MINIMUM

92 LF 12" CLIV

RCP @ 0.50%

28 LF 12" CLIV

RCP @ 0.5%

OCS 130

MH 135

AutoCAD SHX Text

CB788 RIM=919.62 BOLTED CLOSED

AutoCAD SHX Text

CB790 RIM=920.12

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CB1071 RIM=918.44

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CB1076 RIM=918.28

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PANEL BOX

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MH194 RIM=939.52

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MH487 RIM=934.58

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MH488 RIM=934.17

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MH616 RIM=921.91

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MH910 RIM=918.60

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TRENCH DRAIN

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MH789 RIM=920.54 BOLTED CLOSED

AutoCAD SHX Text W

AutoCAD SHX Text 943.10

AutoCAD SHX Text 943.22

AutoCAD SHX Text 942.44

AutoCAD SHX Text 942.64

AutoCAD SHX Text 942.24

AutoCAD SHX Text 941.80

AutoCAD SHX Text 939.88

AutoCAD SHX Text 942.11

AutoCAD SHX Text 942.14

AutoCAD SHX Text 941.61

AutoCAD SHX Text 942.84

AutoCAD SHX Text 942.08

AutoCAD SHX Text 940.33

AutoCAD SHX Text 938.56

AutoCAD SHX Text 938.12

AutoCAD SHX Text 939.24

AutoCAD SHX Text 940.76

AutoCAD SHX Text 942.28

AutoCAD SHX Text 940.48

AutoCAD SHX Text 940.04

AutoCAD SHX Text 941.31

AutoCAD SHX Text 940.94

AutoCAD SHX Text 939.63

AutoCAD SHX Text 942.75

AutoCAD SHX Text 942.76

AutoCAD SHX Text 942.59

AutoCAD SHX Text 942.62

AutoCAD SHX Text 941.91

AutoCAD SHX Text 939.99

AutoCAD SHX Text 938.72

AutoCAD SHX Text 943.28

AutoCAD SHX Text 942.44

AutoCAD SHX Text 941.88

AutoCAD SHX Text 941.16

AutoCAD SHX Text 940.36

AutoCAD SHX Text 938.07

AutoCAD SHX Text 935.79

AutoCAD SHX Text 927.47

AutoCAD SHX Text 926.37

AutoCAD SHX Text 927.39

AutoCAD SHX Text 927.57

AutoCAD SHX Text 926.14

AutoCAD SHX Text 926.24

AutoCAD SHX Text 925.60

AutoCAD SHX Text 924.40

AutoCAD SHX Text 924.85

AutoCAD SHX Text 923.76

AutoCAD SHX Text 923.44

AutoCAD SHX Text 921.94

AutoCAD SHX Text 922.31

AutoCAD SHX Text 922.74

AutoCAD SHX Text 933.77

AutoCAD SHX Text 933.92

AutoCAD SHX Text 935.06

AutoCAD SHX Text 935.25

AutoCAD SHX Text 935.97

AutoCAD SHX Text 939.23

AutoCAD SHX Text 940.95

AutoCAD SHX Text 939.95

AutoCAD SHX Text 938.63

AutoCAD SHX Text 937.03

AutoCAD SHX Text 936.17

AutoCAD SHX Text 936.49

AutoCAD SHX Text 938.08

AutoCAD SHX Text 937.93

AutoCAD SHX Text 939.34

AutoCAD SHX Text 939.83

AutoCAD SHX Text 941.39

AutoCAD SHX Text 941.46

AutoCAD SHX Text 942.19

AutoCAD SHX Text 930.14

AutoCAD SHX Text 930.70

AutoCAD SHX Text 931.35

AutoCAD SHX Text 933.25

AutoCAD SHX Text 931.27

AutoCAD SHX Text 928.94

AutoCAD SHX Text 928.54

AutoCAD SHX Text 927.80

AutoCAD SHX Text 925.93

AutoCAD SHX Text 926.22

AutoCAD SHX Text 926.50

AutoCAD SHX Text 929.03

AutoCAD SHX Text 926.80

AutoCAD SHX Text 924.65

AutoCAD SHX Text 924.52

AutoCAD SHX Text 924.36

AutoCAD SHX Text 923.40

AutoCAD SHX Text 923.36

AutoCAD SHX Text 923.47

AutoCAD SHX Text 924.67

AutoCAD SHX Text 923.30

AutoCAD SHX Text 922.12

AutoCAD SHX Text 922.33

AutoCAD SHX Text 922.56

AutoCAD SHX Text 922.88

AutoCAD SHX Text 921.94

AutoCAD SHX Text 920.88

AutoCAD SHX Text 920.19

AutoCAD SHX Text 921.02

AutoCAD SHX Text 920.95

AutoCAD SHX Text 920.96

AutoCAD SHX Text 922.47

AutoCAD SHX Text 920.57

AutoCAD SHX Text 921.21

AutoCAD SHX Text 921.54

AutoCAD SHX Text 921.14

AutoCAD SHX Text 920.20

AutoCAD SHX Text 919.86

AutoCAD SHX Text 920.42

AutoCAD SHX Text 920.01

AutoCAD SHX Text 919.46

AutoCAD SHX Text 919.82

AutoCAD SHX Text 921.25

AutoCAD SHX Text 919.12

AutoCAD SHX Text 919.15

AutoCAD SHX Text 919.66

AutoCAD SHX Text 919.88

AutoCAD SHX Text 919.77

AutoCAD SHX Text 920.04

AutoCAD SHX Text 920.65

AutoCAD SHX Text 919.79

AutoCAD SHX Text 919.98

AutoCAD SHX Text 919.72

AutoCAD SHX Text 919.80

AutoCAD SHX Text 920.60

AutoCAD SHX Text 920.40

AutoCAD SHX Text 921.39

AutoCAD SHX Text 919.80

AutoCAD SHX Text 918.95

AutoCAD SHX Text 918.60

AutoCAD SHX Text 919.47

AutoCAD SHX Text 920.16

AutoCAD SHX Text 920.15

AutoCAD SHX Text 919.30

AutoCAD SHX Text 919.14

AutoCAD SHX Text 918.90

AutoCAD SHX Text 918.08

AutoCAD SHX Text 918.89

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AutoCAD SHX Text 918.20

AutoCAD SHX Text 918.77

AutoCAD SHX Text 918.67

AutoCAD SHX Text 919.28

AutoCAD SHX Text 919.51

AutoCAD SHX Text 919.43

AutoCAD SHX Text 919.20

AutoCAD SHX Text 919.15

AutoCAD SHX Text 918.90

AutoCAD SHX Text 919.17

AutoCAD SHX Text 919.44

AutoCAD SHX Text 919.33

AutoCAD SHX Text 920.07

AutoCAD SHX Text 920.06

AutoCAD SHX Text 921.61

AutoCAD SHX Text 920.97

AutoCAD SHX Text 918.88

AutoCAD SHX Text 918.85

AutoCAD SHX Text 919.06

AutoCAD SHX Text 918.88

AutoCAD SHX Text 919.04

AutoCAD SHX Text 918.98

AutoCAD SHX Text 918.94

AutoCAD SHX Text 918.78

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONC

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CONC

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CONC

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CONC

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CONC

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CONC

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

AutoCAD SHX Text

GRAVEL

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GRAVEL

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GRAVEL

AutoCAD SHX Text

CB1663 RIM=917.37

AutoCAD SHX Text

PANEL BOX

AutoCAD SHX Text

COMP CON

AutoCAD SHX Text 918.91

AutoCAD SHX Text 918.25

AutoCAD SHX Text 917.98

AutoCAD SHX Text 918.10

AutoCAD SHX Text 918.40

AutoCAD SHX Text 919.18

AutoCAD SHX Text 919.07

AutoCAD SHX Text 918.51

AutoCAD SHX Text 918.12

AutoCAD SHX Text 918.24

AutoCAD SHX Text 917.47

AutoCAD SHX Text 917.18

AutoCAD SHX Text 917.15

AutoCAD SHX Text 917.21

AutoCAD SHX Text 917.76

AutoCAD SHX Text 918.34

AutoCAD SHX Text 918.45

AutoCAD SHX Text 918.54

AutoCAD SHX Text 918.57

AutoCAD SHX Text 918.50

AutoCAD SHX Text 917.50

AutoCAD SHX Text 917.86

AutoCAD SHX Text 917.94

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

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CONCRETE

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

CB2170 RIM=929.65

AutoCAD SHX Text

CB2206 RIM=929.73

AutoCAD SHX Text G

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 931.02

AutoCAD SHX Text 930.90

AutoCAD SHX Text 930.64

AutoCAD SHX Text 929.80

AutoCAD SHX Text 930.18

AutoCAD SHX Text 931.86

AutoCAD SHX Text 930.20

AutoCAD SHX Text 934.31

AutoCAD SHX Text 930.71

AutoCAD SHX Text 930.83

AutoCAD SHX Text 935.93

AutoCAD SHX Text 935.95

AutoCAD SHX Text 935.39

AutoCAD SHX Text 927.35

AutoCAD SHX Text 928.09

AutoCAD SHX Text 929.77

AutoCAD SHX Text 930.11

AutoCAD SHX Text 930.60

AutoCAD SHX Text 930.41

AutoCAD SHX Text 930.94

AutoCAD SHX Text 930.65

AutoCAD SHX Text 929.82

AutoCAD SHX Text 926.53

AutoCAD SHX Text 928.09

AutoCAD SHX Text 932.99

AutoCAD SHX Text 934.23

AutoCAD SHX Text 935.36

AutoCAD SHX Text 935.55

AutoCAD SHX Text 935.64

AutoCAD SHX Text 935.52

AutoCAD SHX Text 935.00

AutoCAD SHX Text 929.92

AutoCAD SHX Text 930.60

AutoCAD SHX Text 931.15

AutoCAD SHX Text 930.58

AutoCAD SHX Text 926.71

AutoCAD SHX Text 930.85

AutoCAD SHX Text 930.65

AutoCAD SHX Text 930.86

AutoCAD SHX Text 930.65

AutoCAD SHX Text 931.19

AutoCAD SHX Text 929.65

AutoCAD SHX Text 929.73

AutoCAD SHX Text 931.16

AutoCAD SHX Text

CB JCS-6

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CB JCS-4

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CB JCS-13

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CB JCS-12

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CB JCS-10

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CB JCS-24

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CB JCS-26

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CB JCS-16

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CB JCS-19

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CB JCS-20

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CB JCS-21

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CB JCS-22

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CB JCS-18

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CB JCS-17

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CONCRETE

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ASPHALT

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ASPHALT

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GRAVEL

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CONC

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CONC

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CONC

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CB2003 RIM=915.88

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MH2009 RIM=916.81

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ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

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AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

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AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.0

AutoCAD SHX Text

GRADING AND UTILITIES PLAN

931.83

917916

18.10

18.50

RIM 17.89

RIM 18.29

RIM 18.31

RIM 18.33

3.0%

18.64

1.0%

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Know what's below.

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1050 3015

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND

ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL

BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE

FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION

OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL

CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTESUTILITY PLAN LEGEND

PROPOSED STORM LINE

PROPOSED STORM STRUCTURELIMIT OF WORK LINE

BARRIER FREE SIGN TYPE 'A'156LF 15" CLIV

RCP @ 0.34%

LOADING DOCK AT FOOD SERVICES

BUILDING A/B WALK

NEW WEIGHT PIT WALK

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. PROPOSED ASPHALT ON PULVERIZED BASE SHALL MEET EXISTING GRADE WHEN

ABUTTING EXISTING PAVEMENT AND STRUCTURES.

GRADING NOTES

EXISTING FENCE

AutoCAD SHX Text G

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SPIGOT

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MH1442 RIM=917.79

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CONC

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ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

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DATE

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APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.1

GRADING AND UTILITIES PLAN

19.10

22.85

21.44

19.24

19.14 0.6%

FFE ASSUMED 22.94

1.8%

22.85

1.8%

22.95

20.82

21.56

7.9%

21.56

22.76

21.33

19.17

19.15

21.53

21.35

221.44

22.76

SLOPING

CHEEKWALL

19.26

19.21

20.90

20.47

21.31

21.17

21.90

ME 20.07

20.57

21.41

ME 21.00

22.05

20.33

20.5020.88

20.70

20.86

20.65

20.91

21.07 21.12

21.28 21.33

20.60

20.76 20.81

20.97 21.02

21.18

20.46

20.62 20.67

20.83

21.04

21.27

RIM 19.50

RIM 21.00

21.54

21.68

EX COM

RIM 20.53

ME 20.39

ME 21.47920

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Know what's below.

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52.50 157.5

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND

ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL

BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE

FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION

OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL

CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTESUTILITY PLAN LEGEND

PROPOSED STORM LINE

PROPOSED STORM STRUCTURELIMIT OF WORK LINE

BARRIER FREE SIGN TYPE 'A'

156LF 15" CLIV

RCP @ 0.34%

E BUILDING RAMP

ADA PARKING SPACES

1050 3015

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. PROPOSED ASPHALT ON PULVERIZED BASE SHALL MEET EXISTING GRADE WHEN

ABUTTING EXISTING PAVEMENT AND STRUCTURES.

GRADING NOTES

AutoCAD SHX Text 919.20

AutoCAD SHX Text 920.60

AutoCAD SHX Text 921.80

AutoCAD SHX Text 921.39

AutoCAD SHX Text 921.87

AutoCAD SHX Text

MH616 RIM=921.91

AutoCAD SHX Text 922.47

AutoCAD SHX Text 920.57

AutoCAD SHX Text 921.21

AutoCAD SHX Text 921.54

AutoCAD SHX Text 921.14

AutoCAD SHX Text 920.20

AutoCAD SHX Text 919.86

AutoCAD SHX Text 920.42

AutoCAD SHX Text 920.01

AutoCAD SHX Text 921.25

AutoCAD SHX Text 920.04

AutoCAD SHX Text 921.39

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

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SHEET

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IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

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CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.2

30.83

RIM 25.62

26.91

RIM 25.70

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1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND

ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL

BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE

FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION

OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL

CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTESUTILITY PLAN LEGEND

PROPOSED STORM LINE

PROPOSED STORM STRUCTURELIMIT OF WORK LINE

BARRIER FREE SIGN TYPE 'A'156LF 15" CLIV

RCP @ 0.34%

Know what's below.

before you dig.Call

1050 3015

ADMIN BUILDING WALK

30150 90-45

INTERIOR FENCE DRIVE EXTENSION

EXTEND DOWNSPOUT UNDER

SIDEWALK

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. PROPOSED ASPHALT ON PULVERIZED BASE SHALL MEET EXISTING GRADE WHEN

ABUTTING EXISTING PAVEMENT AND STRUCTURES.

GRADING NOTES

MATCH EXISTING CROSS SLOPE

AutoCAD SHX Text

CB JCS-10

AutoCAD SHX Text

CB JCS-11

AutoCAD SHX Text

CB JCS-9

AutoCAD SHX Text 943.10

AutoCAD SHX Text

CB2070 RIM=925.62

AutoCAD SHX Text

CB2130 RIM=925.70

AutoCAD SHX Text

CB2170 RIM=929.65

AutoCAD SHX Text

CB2206 RIM=929.73

AutoCAD SHX Text G

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text 926.18

AutoCAD SHX Text 926.08

AutoCAD SHX Text 926.77

AutoCAD SHX Text 926.34

AutoCAD SHX Text 926.84

AutoCAD SHX Text 926.94

AutoCAD SHX Text 926.86

AutoCAD SHX Text 926.77

AutoCAD SHX Text 926.86

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 931.02

AutoCAD SHX Text 930.90

AutoCAD SHX Text 930.64

AutoCAD SHX Text 929.80

AutoCAD SHX Text 930.18

AutoCAD SHX Text 926.18

AutoCAD SHX Text 926.08

AutoCAD SHX Text 926.77

AutoCAD SHX Text 928.73

AutoCAD SHX Text 929.13

AutoCAD SHX Text 926.34

AutoCAD SHX Text 926.84

AutoCAD SHX Text 926.94

AutoCAD SHX Text 929.39

AutoCAD SHX Text 929.65

AutoCAD SHX Text 926.86

AutoCAD SHX Text 926.94

AutoCAD SHX Text 926.77

AutoCAD SHX Text 930.00

AutoCAD SHX Text 930.98

AutoCAD SHX Text 926.63

AutoCAD SHX Text 926.58

AutoCAD SHX Text 931.86

AutoCAD SHX Text 930.20

AutoCAD SHX Text 934.31

AutoCAD SHX Text 930.71

AutoCAD SHX Text 930.83

AutoCAD SHX Text 935.93

AutoCAD SHX Text 935.95

AutoCAD SHX Text 935.39

AutoCAD SHX Text 926.15

AutoCAD SHX Text 926.16

AutoCAD SHX Text 926.37

AutoCAD SHX Text 926.75

AutoCAD SHX Text 926.77

AutoCAD SHX Text 926.90

AutoCAD SHX Text 926.38

AutoCAD SHX Text 927.35

AutoCAD SHX Text 928.09

AutoCAD SHX Text 929.77

AutoCAD SHX Text 930.11

AutoCAD SHX Text 930.60

AutoCAD SHX Text 930.41

AutoCAD SHX Text 930.94

AutoCAD SHX Text 930.65

AutoCAD SHX Text 929.82

AutoCAD SHX Text 926.53

AutoCAD SHX Text 928.09

AutoCAD SHX Text 928.55

AutoCAD SHX Text 929.04

AutoCAD SHX Text 929.31

AutoCAD SHX Text 929.59

AutoCAD SHX Text 929.99

AutoCAD SHX Text 930.82

AutoCAD SHX Text 931.69

AutoCAD SHX Text 932.99

AutoCAD SHX Text 934.23

AutoCAD SHX Text 935.36

AutoCAD SHX Text 935.55

AutoCAD SHX Text 935.64

AutoCAD SHX Text 935.52

AutoCAD SHX Text 935.00

AutoCAD SHX Text 929.92

AutoCAD SHX Text 930.60

AutoCAD SHX Text 927.19

AutoCAD SHX Text 931.15

AutoCAD SHX Text 925.64

AutoCAD SHX Text 925.70

AutoCAD SHX Text 925.64

AutoCAD SHX Text 927.12

AutoCAD SHX Text 927.17

AutoCAD SHX Text 925.70

AutoCAD SHX Text 927.18

AutoCAD SHX Text 925.65

AutoCAD SHX Text 930.58

AutoCAD SHX Text 927.20

AutoCAD SHX Text 926.69

AutoCAD SHX Text 926.75

AutoCAD SHX Text 926.71

AutoCAD SHX Text 930.85

AutoCAD SHX Text 930.65

AutoCAD SHX Text 930.86

AutoCAD SHX Text 930.65

AutoCAD SHX Text 927.14

AutoCAD SHX Text 927.23

AutoCAD SHX Text 927.16

AutoCAD SHX Text 931.19

AutoCAD SHX Text 925.62

AutoCAD SHX Text 929.65

AutoCAD SHX Text 929.73

AutoCAD SHX Text 931.16

AutoCAD SHX Text

CB JCS-323

AutoCAD SHX Text

CB JCS-29

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.3

0+00 0+50 0+65

EXISTING GRADE

PROPOSED GRADE

C B

(2 4"

2" N

C B

(4 8"

2" N

2" S

S W

48 LF 12" CL IV RCP

STORM @ 0.68%

EX. GRADE PROP. GRADE

TRENCH TYPE B

0+00 0+50 1+00 1+25

84 LF 12" CL IV RCP

STORM @ 0.50%

EXISTING GRADE

PROPOSED GRADE

EX. GRADE PROP. GRADE

C B

(2 4"

2" W

TRENCH TYPE A TRENCH TYPE B

0+490+00

918917916

0+00

0+87 0+50

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Know what's below.

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CB 105 TO CB 100 PROFILE STA 0+00 TO 0+48

SCALE: HORIZONTAL- 1' = 30' VERT- 1" = 3'

STORM OUTLET 2 PROFILE STA 0+00 TO 0+87

CB 105 TO CB 100 PLAN STA 0+00 TO 0+48

STORM OUTLET 2 PLAN STA 0+00 TO 0+87

48 LF 12" CLIV

RCP @ 0.68%

CB 100

48" DIA

CB 105

24" DIA

FES125

CB 120

24" DIA

84 LF 12" CLIV

RCP @ 0.50%

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FF=919.95

AutoCAD SHX Text

SILL

AutoCAD SHX Text

MH910 RIM=918.60

AutoCAD SHX Text W

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.5

Utility Profiles

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+15

EXISTING GRADE

PROPOSED GRADE

EX. GRADE PROP. GRADE

C B

(4 8"

2" N

2" S

S W

95 LF 12" CL IV RCP

STORM @ 0.50%

C B

(4 8"

2" N

N W

TRENCH TYPE A TRENCH TYPE B

S E

77 LF 12" CL IV RCP

STORM @ 0.50%

C B

4" D

S E

232 LF 18" CL IV RCP

STORM @ 0.50%

0+00 1+00 2+00

4+004+04

0+50 1+50

3+50

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Know what's below.

before you dig.Call

STORM OUTLET 1 PROFILE STA 0+00 TO 4+04

STORM OUTLET 1 PLAN STA 0+00 TO 4+04

CB 100

48" DIA

95 LF 12" CLIV

RCP @ 0.50%

CB 110

48" DIA

232 LF 18" CLIV

RCP @ 0.50%

FES 115

EMERGENCY

SPILLWAY

77 LF 12" CLIV

RCP @0.57%

CB 95

24" DIA

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FF=919.95

AutoCAD SHX Text

SILL

AutoCAD SHX Text

MH616 RIM=921.91

AutoCAD SHX Text

MH910 RIM=918.60

AutoCAD SHX Text W

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C4.4

Utility Profiles

I N

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SCALE: 1" = 1'-0"

Standard Concrete Curb & Gutter / MDOT F4 @ Lawn

2' - 0"

5 1

4" 4"

2"R

2"R "

3 8

"1 2 "

DROP CURB

CONCRETE CURB &

GUTTER WITH LIGHT

BROOM FINISH PARALLEL

TO PARKING LOT

6" MDOT 21AA

BASE AS SPECIFIED

COMPACTED SUBGRADE

#4 REBAR

1-1/2"=1'-0"

Concrete Flatwork

ASPHALT

SURFACE

PLACE TOPSOIL TRANSITION

FROM TOP OF CURB TO

EXISTING GRADE. SLOPE @

APPROX. 10%

APPROX. EXISTING

LAWN GRADE

NO SCALE

Filter Fabric Fence

TOE IN 6" OF FABRIC BELOW GRADE

BOTTOM OF BURIED FABRIC

12"

30"

ELEVATION

SECTION

EXISTING GRADE

DISTURBED SIDE OF STAKE.

NOTE: FABRIC IS TO BE ON

DISTURBED AREAUNDISTURBED AREA

2" X 2" WOOD POST

FABRIC STAPLED TO POST

NO SCALE

Inlet Protection Filter

INSTALLATION DETAIL

STANDARD SYMBOL 2'-0"

ISOMETRIC VIEW

4'-0"

3' -0

INLET

GRATE

1" REBAR FOR

BAG REMOVAL

FROM INLET

EXISTING CONDITION

5" 2"

G B

6" M

PLACE 1.5" MDOT 36A

WEARING COURSE

PLACE 2" MDOT 13A

LEVELING COURSE

NEW BASE MATERIAL REQUIRED

FOR PATROL ROAD WIDENING

PROOFROLL EXISTING

AGGREGATE BASE, IF NECESSARY

UNDERCUT AT DIRECTION OF

ENGINEER

AGGREGATE BASE

TO REMAIN

1-1/2" = 1'-0"

Standard Duty Asphalt 6

NO SCALE

Asphalt on Pulverized Base

EXISTING CONDITION

9" T

COMPACTED BASE

1/4 DEPTH OF SLAB

CONCRETE WALK WITH

MEDIUM-HEAVY BROOM

COMPACTED SUBGRADE

HAND-TOOLED CONTROL JOINT

FINISH PERPENDICULAR

TO DIRECTION OF TRAVEL

N D

D U

1/4"

AS SPECIFIED

4" 4"

EXISTING CONDITION

N G

B A

PROOFROLL EXISTING

AGGREGATE BASE, IF NECESSARY

UNDERCUT AT DIRECTION OF

ENGINEER

EDGE OF CONCRETE

SIDEWALK

4" BLUE AISLE

STRIPE

4" BLUE PARKING

SPACE STRIPE

PARKING SYMBOL

BARRIER FREE

UNIVERSAL

18" o

8'-0"(VAN SPACE)

8'-0"

LOCATE BARRIER FREE

SIGN AT CENTERLINE OF

PARKING STALL. SEE

LAYOUT PLAN

5'-0"(CAR SPACE)

NO SCALE

Barrier-Free Parking Stall Striping8

NO SCALE

Barrier-Free Signs

BARRIER-FREE PARKING SIGN IN LAWN

STL. CAP WELD TO POST, PAINTED

1 3/4" x 1 3/4" x 1/8"

10" 12"

12"

POST, 1/8" WALL, PAINTED

1 3/4" x 1 3/4" x 1/8" STL.

CONCRETE FOOTING

COMPACTED SUBGRADE, TYP.

BLACK 2 PART POLYSEALANT AT JOINT

SET TOP OF FOOTING 1"

BELOW FINISH GRADE, CROWN 1/2"

2" X 2" X 11 GA. STL. SLEEVE,

PAINT PRIOR TO SETTING

WITH RUBBER WASHERS

3/8" GALV. BOLT/NUT

GALV. FENDER WASHERS

& LOCK WASHER

STD. BARRIER FREE PARKING &

VAN SIGNS PER MICHIGAN

BARRIER FREE DESIGN GRAPHICS

MANUAL, REFLECTIVE VINYL.

R7-8

R7-8A

R7-8 WITH

TYPICAL EXPANSION JOINT

WITH 1/2" PREMOLDED

FILLER, HELD DOWN 1/2"

V Y

D U

EXISTING 9"

TO 10" BASE

SCALE: 1" = 1'-0"

Heavy Duty Asphalt

MIN.

MDOT SS-1H TACK

COAT

PLACE 2" MDOT 4C

WEARING COURSE

PLACE 3" MDOT 3C

LEVELING COURSE

MDOT SS-1H TACK

COAT

3" 2"

GENERAL NOTES:

1. ALL FABRICATION AND PAINTING TO BE

COMPLETED IN SHOP.

2. PREP., PRIME AND PAINT ALL SIGN

COMPONENTS (BOLLARD, POSTS, SLEEVES, & CAPS

WITH DUPONT IMRON (25P & 333) PER

MANUFACTURERS INSTRUCTIONS, POSTS AND

SLEEVES SHALL BE BLACK.

3. ALL WELDS SHALL BE GROUND, SANDBLASTED,

AND CLEANED BEFORE PAINTING.

4. CONTRACTOR SHALL PROVIDE COMPLETE SHOP

DRAWINGS FOR ALL BARRIER FREE SIGNS.

PARKING

ONLY

RESERVED

PARKING

ONLY

RESERVED

ACCESSIBLE

VAN

NO SCALE

Mud Tracking Mat

FLOW

PLAN VIEW

2"-3" CRUSHED ROCK (8" DEPTH)

NON-WOVEN GEOTEXTILE FABRIC EXISTING GROUND

PROFILE

SEDIMENT SUMP

3. Care should be taken to maintain existing roadside drainage via culvert installation, with sediment sump placed downflow of culvert.

2. Care should be taken to prevent material movement into adjacent wetlands/waterbodies.

1. Establish stabilized construction entrance prior to the initiation of site construction activities.

NOTES:

STANDARD SYMBOL

10' MIN.

50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

12' MINIMUM

WIDTH

SEDIMENT

SUMP

* 50' MINIMUM LENGTH LENGTH

OF STABILIZED ROAD

EXISTING

PAVEMENT

NO SCALE

Crosswalk Striping

8' T

Y P.

4" WIDE YELLOW CROSSWALK

STRIPES

EDGE OF

PAVEMENT

REMOVE EXISTING

BIT PAVEMENT

REMOVE EXISTING

BIT PAVEMENT

AGGREGATE BASE

TO REMAIN

T O

PULVERIZE EXISTING

BITUMINOUS PAVING

PLACE 2" MDOT 13A

LEVELING COURSE

MDOT SS-1H TACK COAT

PLACE 1.5" MDOT 36A

WEARING COURSE

GRADE, COMPACT, AND

PROOF ROLL PULVERIZED

ASPHALT AND GRAVEL

2'-0" GRAVEL

SHOULDER

EXISTING GROUND

WOVEN POLYPROPYLENE

GEOTEXTILE FABRIC

WING

PLACE WOVEN POLYPROPYLENE

GEOTEXTILE FABRIC FLAT UNDER GRATE,

NO BELLY IN FABRIC

WOVEN POLYPROPYLENE GEOTEXTILE FABRIC

SECTION A-A TRENCH DRAIN CROSS-SECTION

A A

TRENCH GRATE

NOTES:

1. CONTRACTOR TO INSTALL FILTER FABRIC UNDER TRENCH DRAIN

GRATE AS SHOWN.

2. PROVIDE 4" TO 6" OVERHANG OF FILTER FABRIC

4" TO 6"

SCALE: 1"=1'-0"

Trench Drain Inlet Filter

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C5.0

AutoCAD SHX Text

STANDARD DETAILS

AutoCAD SHX Text S

AutoCAD SHX Text 1/4" R

AutoCAD SHX Text S

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

NO SCALE

Concrete Steps

1'-3"

3' -0

2'-0"

NOTES:

FIELD CONFIRM ALL DIMENSIONS IN SHOP

DRAWINGS.

PAINT SYSTEM: DUPONT IMRON (25P & 333)

PER MANUFACTURERS SPECIFICATIONS.

COLOR: BLACK

RAILING SYSTEM TO BE FABRICATED AND

PAINTED COMPLETELY IN SHOP. ALL WELDS

SHALL BE GROUND, CLEANED, AND SAND

BLASTED BEFORE PAINTING.

DRILL 2 1/4" DIAMETER HOLES THROUGH

FULL DEPTH OF CONCRETE PAVEMENT. SET

POSTS IN EPOXY.

ALL WELDS TO BE CONTINUOUS AND GROUND

ALL COMPONENTS OF HANDRAIL SHALL BE

GALVANIZED STEEL.

CONTRACTOR TO PROVIDE SHOP DRAWINGS

FOR RAILING PRIOR TO CONSTRUCTION.

RAILS & POSTS SHALL BE SET 7"

FROM OUTSIDE EDGE OF STEPS

2" O.D. SCH 40 STEEL TUBE,

PRIMED AND PAINTED, TYP.

RAIL ANGLE TO MATCH

NOSE OF STEPS

CORE DRILL AND SET

POST WITH EPOXY

1/4" X 3 1/2" STEEL COVER

PLATE, PAINTED FINISH, SET WITH

CLEAR TWO PART POLYSEALANT

ADJACENT PAVEMENT

1/4" = 1'-0"

Detectable Warning Plates

CONCRETE FLATWORK

(4) 24"x30"DETECTABLE WARNING

PLATE PER SPECIFICATIONS

BITUMINOUS ROAD

EDGE

30" 30" 30" 30"

O F

C O

N C

P A

4 Precast Concrete Bumper Block

SCALE: 3/4" = 1'-0"

IN BITUMINOUS PAVEMENTIN GRAVEL

SECTION A-A'

3/4" DIA. HOLE TO

ACCOMMODATE REBAR

3 PER BUMPER BLOCK

#4 VERT. REBAR 3 PER

BUMPER BLOCK

#4 HORIZ. REBAR 2" MIN.

COVER 2 PER BUMPER

BLOCK

NO SCALE

Split Rail Fence

10'-0", TYP.

1' -6

2X4 RAILS WITH TAPERED TIPS

TO MEET SLOTS

4"X4" POST

EXISTING SOIL

NOTE:

1. ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED.

2. END POST SHALL BE TERMINAL POST.

NO SCALE

Guard Rail

COMPACTED SUBGRADE

GUARDRAIL, AS SPECIFIED. MDOT TYPE BD, GALVANIZED

STEEL POST AND GALVANIZED STEEL BEAM ELEMENT

WITH TERMINAL END SHOE, TYPE B AT BOTH ENDS OF

GUARDRAIL. SEE END ANCHORAGE ASSEMBLY.

GUARDRAIL IS TO BE MAINTAINED BY MDNR.

1'-0"

STANDARD CONCRETE

CURB & GUTTER /.

MDOT F4

NOT TO SCALE

Parking Sign

HANDICAP PARKING OR SMALL CAR

PARKING SIGNS PER CITY OF ANN ARBOR

STANDARDS.

TELESPAR 1 3/4" X 1 3/4"

SQUARE 12 GUAGE PERFORATED

TUBING AS MF'D BY UNISTRUCT,

PERMA- GREEN FINISH

CONCRETE FOOTING - SLOPE

TOP TO DRAIN

FORM TOP 6" OF FOOTING

NOT TO SCALE

Catch Basin Boxout

ADJACENT PAVEMENT

CATCH BASIN OR MANHOLE

CONCRETE FLATWORK

HEAVY DUTY

Steel Pipe Bollard

NOTE:

CROWN CONCRETE 1"

6" O.D. SCHED. 40 GALV.

STEEL PIPE FILLED WITH

CONCRETE, PRIMED AND

PAINTED YELLOW.

ADJACENT TREATMENT

PER PLAN

CONCRETE FOOTING

COMPACTED SUBGRADE

STEEL PIPE SHALL BE PREPPED,

PRIMED AND PAINTED PER

MANUFACTURERS INSTRUCTIONS.

PAINTING SYSTEM SHALL BE

DUPONT IMRON 333.

C5.0

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C5.1

AutoCAD SHX Text

STANDARD DETAILS

AutoCAD SHX Text R2"

AutoCAD SHX Text

TYP.

SMOOTH.

I N

E P

A U

Q I

S M

A N

E C

M A

L U

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La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

2' Diameter Storm Inlet

4" TYP. MIN.

3" MIN.

6" TO 8"

GROUT OPENING

WATER TIGHT

GROUT OPENING

WATER TIGHT

INV. ELEVATION

MORTAR BED

PLASTER COAT ENTIRE

STRUCTURE WITH 1#2" CEMENT

MORTAR IF BLOCK

6" MIN. GRANULAR BACKFILL

NOTES:

ALL STRUCTURES TO BACKFILLED

WITH CLASS II FILL OR 21AA LIMESTONE

COMPACTED TO 98% MAXIMUM DENSITY.

CASTING TO BE COATED (TYPICAL TO ALL)

FOUNDATION SLAB

8" CAST IN PLACE

W/ #4 @ 12" E.W.

OR PRECAST BOTTOM

SECTION

12"

1/2" CEMENT PLASTER

BLOCK OR

PRECAST MASONRY

MIN (1) MAX (3)

BRICKS OR PRECAST

CONC. ADJUSTMENT

RING COURSES FOR

ADJUSTING CASTING

TO FINISH GRADE

FRAME AND COVER AS

SPECIFIED; SET IN 1" MORTAR

LONGITUDINAL SECTION

SECTION A-A

A A

45° 6"

NOTES.

1. BAR GRATE IS REQUIRED AT ALL END SECTIONS.

2. END SECTIONS ARE ALL TO BE R.C.P., CLASS IV.

3. USE #6 VERTICAL AND #8 HORIZONTAL REBAR.

END OF BAR, TYP.

6-8" NATURAL COBBLE (RIP RAP)

FILTER FABRIC

6-8" NATURAL COBBLE (RIP RAP)

EROSION EEL

FILTER FABRIC

TWO (2) #4 REBAR IN CONC. FOOTING

End Section With Grate

10'

" 12"

6" TYP.

EQ EQ EQ EQ EQ

2 GRATE

HOLDERS

NO SCALE

Utility Trench

NO SCALE

4' Diameter Catch Basin

2' -8

U M

FRAME AND COVER AS

SPECIFIED; SET IN 1" MORTAR

PRECAST CONCRETE

ADJ. RINGS

PRECAST CONCRETE

MANHOLE CONE AS SPECIFIED

PRECAST CONCRETE

MANHOLE SECTIONS OR

6" CONCRETE BLOCK AS SPECIFIED

MORTAR FILLET (TYP.)

ALUMINUM OR REINFORCED

POLYPROPYLENE STEPS, 16"

SPACING MAX.

PRECAST CONCRETE BASE

OR POURED-IN0-PLACE AS

SPECIFIED

6" COMPACTED GRANULAR

MATERIAL AS SPECIFIED

UNDISTURBED EARTH

4'-0" DIA.

4" MIN

2' -0

M P

3' -4

A N

D A

1' -9

A X

3'-0" 1'-0"1'-0"

1' -0

1'-0" 4"

GEOTEXTILE

SEPARATION FABRIC

Emergency Spillway

NO SCALE

Cleanout At End of Line

FLOW

C6.1

BACKFILL AROUND PIPES AS

PER TRENCH DETAIL SEE

EJIW MONUMENT BOX 1570Z

FLUSH WITH TOP OF PAVEMENT

RISER (LENGTH AS

REQUIRED)

BEND AS REQUIRED

GRADE

WYE FITTING TO MATCH LEAD

6" DIA. PVC SDR35 GASKET STORM PIPE, TYPICAL

CONCRETE PAVEMENT

SEE DETAIL

V A

NO SCALE

Cleanout

V A

FLOW

SEWER LEAD AS SPECIFIED

WYE FITTING TO MATCH

LEAD

BEND AS REQUIRED

NO. 4 REBARS

EACH SIDE

EACH WAY

ZURN CASTING/COVER ZN

1400-HD FLUSH WITH TOP

OF PAVEMENT

GRADE

1'-6" X 1'-6" SQUARE

CONCRETE PAD IN PAVED

AREA. (NOT REQUIRED IN

LAWN AREA)

RISER (LENGTH AS

REQUIRED)

NO SCALE

4' Diameter Manhole

2' -8

U M

PLAN VIEW

SECTIONAL PLAN A-A'

A A'

FRAME AND COVER AS

SPECIFIED SET IN 1" MORTAR

ALUMINUM OR REINFORCED

POLYPROPYLENE STEPS, 16"

SPACING MAX.

PRECAST CONCRETE

ADJ. RINGS

PRECAST CONCRETE MANHOLE

CONE AND MANHOLE SECTIONS AS

SPECIFIED

PRECAST CONE

SECTION

MANHOLE FRAME

AND COVER

MANHOLE STEPS

PRECAST CONE SECTION

FLEXIBLE AND

WATER-TIGHT JOINTS

PRECAST CONCRETE OR

POURED-IN-PLACE BASE

AS SPECIFIED

6" COMPACTED GRANULAR

MATERIAL AS SPECIFIED

UNDISTURBED EARTH

4" MIN.2"

1/2 PIPE DIA.

2' M

A X

4'-0" DIA.

3' -4

A N

D A

1' -9

A X

FILTER FABRIC, TYP.

12" DIA. RCP OUTLET PIPE

CONCRETE BASE

1" DIA. HOLES

COMPACTED GRANULAR

MATERIAL AS SPECIFIED

36" DIA. HDPE OVERFLOW

STRUCTURE W/ BAR GRATE.

GRATE TO HAVE #6 REBAR @ 4"

O.C., TYP.

3" WASHED STONE TYP.

DO NOT BLOCK OPENINGS

WITH STONE. 2:1 SLOPE

HIGH WATER

ELEV = 918.00

MDOT 6A STONE, TYP. 2:1 SLOPE

NO SCALE

Detention Basin Outlet Control Structure

INVERT ELEVATION 915.50

BOTTOM OF BASIN

ELEV = 914.00

RIM = 917.00

AGGREGATE BASE 4" THICK

BOTTOM OF STRUCTURE

ELEV = 913.00

PROPOSED BANK; 5:1 SLOPE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C6.0

AutoCAD SHX Text

UTILITIES DETAILS

AutoCAD SHX Text

4"MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

FOUNDATION MATERIAL,

AutoCAD SHX Text

TRENCH BOTTOM

AutoCAD SHX Text

UTILITY PIPE

AutoCAD SHX Text

BEDDING:

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

STRUCTURE OR TURF,

AutoCAD SHX Text

PAVEMENT SURFACE,

AutoCAD…

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File details come from the government source that posted it. Updated Apr 3, 2024.