22271 Addendum 1 Drawing Pkg 2.pdf

PDF 5 MB Posted Jan 10, 2023

Attached to: 472/22271. ABG; Newberry CF - Facility Pavement Repair Ph 1
Solicitation number: RFQ - 171 - 230000000101
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This is an Addendum to the drawings and specifications for a state construction contract opportunity for Pavement Repair/Replacement Phase 1 at the Newberry Correctional Facility, located in Newberry, Michigan. The contract is being solicited by the State of Michigan, Department of Technology, Management and Budget, Design and Construction Division.

The project involves various repairs and replacements to the pavement, including proposed standard duty bituminous pavement, heavy duty bituminous pavement, standard duty concrete sidewalk, and heavy duty concrete pavement. The contract also includes grading, drainage, site lighting, and utility work. The bid due date is not provided. Award details and contract term are also not specified. Pricing terms, funding sources, set asides, and incumbent contractor information are also not included in the document.

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Other files

File	Type	Posted
22271 Addendum 1.pdf	PDF	Jan 10, 2023
22271 Addendum 1 Specs.pdf	PDF	Jan 10, 2023
22271 Addendum 2.pdf	PDF	Jan 10, 2023
22271 Drawing Package 2.pdf	PDF	Jan 10, 2023
22271 Drawing Package 1.pdf	PDF	Jan 10, 2023
22271 Addendum 1 Drawing Pkg 1.pdf	PDF	Jan 10, 2023
22271 Project Advertisement.pdf	PDF	Jan 10, 2023
22271 Specifications.pdf	PDF	Jan 10, 2023
22271 Drawing Package 3.pdf	PDF	Jan 10, 2023
22271 Addendum 1 Pavement Report.pdf	PDF	Jan 10, 2023
22271 Addendum 1 Drawing Pkg 3.pdf	PDF	Jan 10, 2023

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kip5861

NCF steam system layout

GRADING PNG

COUNTY RD 428

F kip5861

X X

NCF steam system layout

24.00'

28.00'

30.00'

14.00'

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

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C2 .0Know what's below.

before you dig.Call

0 10050 300150

NEWBERRY

CORRECTIONAL FACILITY

1ST STREET

STA

TE STREET

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.

LAYOUT AND MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

PROPOSED STANDARD DUTY

BITUMINOUS PAVEMENT

PROPOSED HEAVY DUTY

BITUMINOUS PAVEMENT

ASPHALT CRACK FILL

AND SEAL COAT

PROPOSED STANDARD DUTY BITUMINOUS

PAVEMENT WITH NEW BASE

C4.0

PROPOSED HEAVY DUTY BITUMINOUS

PAVEMENT WITH NEW BASE C4.0

C4.0

CONTROL JOINT

EXPANSION JOINT

PROPOSED HEATED

CONCRETE SIDEWALK C4.0

LAYOUT & MATERIALS KEY PLAN

C2.1

C2.2

C2.3

MOVE SIGNS TO CLEAR

PROPOSED WORK

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

PROPOSED STANDARD DUTY

CONCRETE SIDEWALK

ALTERNATIVE #1

ALTERNATIVE #2

ALTERNATIVE #3

PointNo. Northing(Y) Easting(X) Elev(Z) Description

1 567195.10 26625349.49 884.92 CP

2 567331.86 26625502.17 887.14 MP

3 567179.37 26625122.52 885.76 MP

4 568136.88 26624182.40 893.55 MP

5 567981.14 26624332.06 892.43 MP

CONTROL COORDINATES

PROPOSED LIGHT POLE

N 567236.64 E 26624280.04

LOCATION COORDINATES

(NORTHINGS AND EASTINGS)

AutoCAD SHX Text

CB840 RIM=886.20

AutoCAD SHX Text

CB846 RIM=886.29 SQ SOLID COVER

AutoCAD SHX Text

CB982 RIM=887.36

AutoCAD SHX Text

CB983 RIM=887.39

AutoCAD SHX Text

CB1231 RIM=888.85

AutoCAD SHX Text

CB1398 RIM=886.36

AutoCAD SHX Text

CB1399 RIM=886.50

AutoCAD SHX Text

CB1510 RIM=885.45

AutoCAD SHX Text

CB5107 RIM=892.14

AutoCAD SHX Text

CB5166 RIM=891.93

AutoCAD SHX Text

CB5271 RIM=890.64

AutoCAD SHX Text

FF=886.63

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.61

AutoCAD SHX Text

FF=886.92

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.74

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.71

AutoCAD SHX Text

FF=891.56

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.26

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=893.41

AutoCAD SHX Text F

AutoCAD SHX Text

CARD READER

AutoCAD SHX Text

EMER SHUT OFF

AutoCAD SHX Text

MH529 RIM=886.27

AutoCAD SHX Text

MH610 RIM=886.51

AutoCAD SHX Text

MH729 RIM=887.39

AutoCAD SHX Text

MH812 RIM=886.51

AutoCAD SHX Text

MH824 RIM=886.97

AutoCAD SHX Text

MH894 RIM=887.07

AutoCAD SHX Text

MH968 RIM=888.34

AutoCAD SHX Text

MH1028 RIM=887.58 12" W 881.98 12" ENE 882.58

AutoCAD SHX Text

MH1135 RIM=888.28

AutoCAD SHX Text

MH1159 RIM=886.47

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1229 RIM=889.12

AutoCAD SHX Text

MH1230 RIM=889.30

AutoCAD SHX Text

MH1324 RIM=887.11

AutoCAD SHX Text

MH1400 RIM=886.64

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH1509 RIM=887.72

AutoCAD SHX Text

MH5138 RIM=892.83

AutoCAD SHX Text

MH5620 RIM=890.99

AutoCAD SHX Text

MH5634 RIM=892.59

AutoCAD SHX Text

MH5782 RIM=891.86

AutoCAD SHX Text

MH5787 RIM=891.82

AutoCAD SHX Text

MH5790 RIM=891.52

AutoCAD SHX Text

MH5977 RIM=892.06

AutoCAD SHX Text

MH6005 RIM=893.59

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

SIPGOT

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

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BUILDING

AutoCAD SHX Text

MAINTENANCE BUILDING

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BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

PLASTIC SHED

AutoCAD SHX Text

CB1602 RIM=889.83

AutoCAD SHX Text

FF=890.57

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.65

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.74

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

MH1535 RIM=886.58

AutoCAD SHX Text

MH1603 RIM=890.61

AutoCAD SHX Text

MH1604 RIM=890.79

AutoCAD SHX Text

MH1750 RIM=891.19

AutoCAD SHX Text

MH1751 RIM=891.33

AutoCAD SHX Text

MH1752 RIM=891.02

AutoCAD SHX Text

MH1753 RIM=891.02

AutoCAD SHX Text

MH1803 RIM=891.82

AutoCAD SHX Text

MH1804 RIM=892.13

AutoCAD SHX Text

MH6294 RIM=890.63

AutoCAD SHX Text

ELEC

AutoCAD SHX Text W

AutoCAD SHX Text 895.66

AutoCAD SHX Text 895.58

AutoCAD SHX Text 893.97

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CB2515 RIM=892.91

AutoCAD SHX Text

CB2589 RIM=892.70

AutoCAD SHX Text

CP #1

AutoCAD SHX Text

FF=894.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.83

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.76

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.68

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.79

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MH2041 RIM=893.31

AutoCAD SHX Text

MH2042 RIM=892.98

AutoCAD SHX Text

MH2047 RIM=892.15

AutoCAD SHX Text

MH2078 RIM=893.17

AutoCAD SHX Text

MH2079 RIM=892.00

AutoCAD SHX Text

MH2080 RIM=892.45

AutoCAD SHX Text

MH2086 RIM=892.46

AutoCAD SHX Text

MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

MH2536 RIM=893.85

AutoCAD SHX Text

MH2537 RIM=894.36

AutoCAD SHX Text

MH2607 RIM=894.31

AutoCAD SHX Text

MH2608 RIM=894.28

AutoCAD SHX Text

MH2612 RIM=893.69

AutoCAD SHX Text

MH2613 RIM=893.60

AutoCAD SHX Text

MH2739 RIM=894.60

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text W

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

SAN

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

CP #3

AutoCAD SHX Text

CP #5

AutoCAD SHX Text

CP #4

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

AutoCAD SHX Text Layout and Materials Plan - Overall

GRADING PNG

53.43' 14'

18' 24'

18' 28'

5' 9'

18' 18'

18'

30'

24'

28'

21'

21.10'

41.45'

48.87'24'18'

106.71'

34.42'

14.09'

10.03'

16.50'

42.72'

88.62'

320.67'

231.25'

155.59'

18.00'

81.08'

57.97'

55.08'

60.21'

N 567407.43 E 26624182.08

N 567214.96 E 26624074.39

N 567218.64 E 26624280.36

N 567420.73 E 26624077.03

N 567632.81 E 26624144.76

N 567490.00 E 26623406.83

N 567615.99 E 26623383.56

15.11'12.00'16 .8

N 567352.45 E 26624183.48

14.00'

N 567118.60 E 26624035.88

N 567236.64 E 26624280.04

N 567118.84 E 26624076.96

N 567128.49 E 26624524.65

N 567106.49 E 26624525.11

77.03'

4°

90°

12.00'

N 567390.98 E 26624530.68

89°

N 567333.32 E 26624415.29

65°

N 567377.58 E 26623755.43

N 567375.22 E 26623617.44

N 567499.54 E 26623615.32

F kip5861

X X

NCF steam system layout

24.00'

28.00'

30.00'

14.00'

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

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B ec ke tt R ae d er

R i

Know what's below.

before you dig.Call

0 5025 15075

NEWBERRY

CORRECTIONAL

FACILITY

C2 .1

LAYOUT AND MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

PROPOSED STANDARD DUTY

BITUMINOUS PAVEMENT

PROPOSED HEAVY DUTY

BITUMINOUS PAVEMENT

ASPHALT CRACK FILL

AND SEAL COAT

PROPOSED STANDARD DUTY BITUMINOUS

PAVEMENT WITH NEW BASE

C4.0

PROPOSED HEAVY DUTY BITUMINOUS

PAVEMENT WITH NEW BASE C4.0

C4.0

LAYOUT & MATERIALS KEY PLAN

C2.1

C2.2

C2.3

R80'

R55'

R49'

R25'

R10'

R17'

R8' R41' R5'

R8'

R100'

R18' R42'

R15'

R45'

R75'

R13'

R35' R10'R15'

R49'

R65'

R45'

REPLACE ROCKS

AT 8' O.C.

(BEGIN HERE)

RELOCATE 4

ROCKS AT 9' O.C.

C4.0

11REGULATORY SIGN

(RELOCATE STOP SIGN)

PARKING STRIPING TO

BE CENTERED ON

EXISTING LIGHT POLE

TRENCH DRAIN

ADJACENT TO

SIDEWALK

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

PROPOSED STANDARD DUTY

CONCRETE SIDEWALK

R25'

ROAD TO BE CENTERED

BETWEEN FENCES

R23'

R12'

CONCRETE TO CONNECT

WITH EXISTING SIDEWALK

R2'

ALTERNATIVE #1

ALTERNATIVE #2

SALLYPORT

GATES

14' HEIGHT

15' WIDTH

C4.0

8 HEATED CONCRETE

SIDEWALK

GATE

HEIGHT: 14'3"

WIDTH: 15'0"

GATE

HEIGHT: 14'6"

WIDTH: 15'4"

GATE

HEIGHT: 14'7"

WIDTH: 15'9"

SITE LIGHTING NOTES

1. NEW LIGHT POLE, POLE BASE, AND LIGHT FIXTURES. CONNECT NEW SITE LIGHTING

TO EXISTING SITE LIGHTING CIRCUIT. POLE HEIGHT IS35 FEET TO MATCH EXISTING.

POLE FINISH IS BRONZE TO MATCH EXISTING.

2. RELOCATED LIGHT POLE. EXTEND SITE LIGHTING AS REQUIRED.

3. EXISTING LIGHT POLE TO REMAIN.

MATCH EXISTING

ROAD DIMENSIONS

FOR NEW PAVEMENT

MATCH EXISTING

ROAD DIMENSIONS

FOR NEW PAVEMENT

MATCH EXISTING

ROAD DIMENSIONS

FOR NEW PAVEMENT

MATCH EXISTING

ROAD DIMENSIONS

FOR NEW PAVEMENT

RELOCATED POLE

LOCATION

C4.0

10BARRIER FREE

PARKING STALL

STRIPING

C4.0

9CAR PARKING

STRIPING

GATE

HEIGHT: 11'1"

WIDTH: 8'8"

CONTROL JOINT

EXPANSION JOINT

PROPOSED HEATED

CONCRETE SIDEWALK C4.0

PROPOSED LIGHT POLE

N 567236.64 E 26624280.04

LOCATION COORDINATES

(NORTHINGS AND EASTINGS)

AutoCAD SHX Text

CB1231 RIM=888.85

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1229 RIM=889.12

AutoCAD SHX Text

MH1230 RIM=889.30

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH5782 RIM=891.86

AutoCAD SHX Text

MH5787 RIM=891.82

AutoCAD SHX Text

MH5790 RIM=891.52

AutoCAD SHX Text

MH5977 RIM=892.06

AutoCAD SHX Text

MH6005 RIM=893.59

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

PLASTIC SHED

AutoCAD SHX Text

CB1602 RIM=889.83

AutoCAD SHX Text

FF=890.57

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.65

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.74

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

MH1603 RIM=890.61

AutoCAD SHX Text

MH1604 RIM=890.79

AutoCAD SHX Text

MH1750 RIM=891.19

AutoCAD SHX Text

MH1751 RIM=891.33

AutoCAD SHX Text

MH1752 RIM=891.02

AutoCAD SHX Text

MH1753 RIM=891.02

AutoCAD SHX Text

MH1803 RIM=891.82

AutoCAD SHX Text

MH1804 RIM=892.13

AutoCAD SHX Text

MH6294 RIM=890.63

AutoCAD SHX Text

ELEC

AutoCAD SHX Text W

AutoCAD SHX Text 895.66

AutoCAD SHX Text 895.58

AutoCAD SHX Text 893.97

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CB2515 RIM=892.91

AutoCAD SHX Text

CB2589 RIM=892.70

AutoCAD SHX Text

FF=894.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.83

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.76

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.68

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.79

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MH2041 RIM=893.31

AutoCAD SHX Text

MH2042 RIM=892.98

AutoCAD SHX Text

MH2047 RIM=892.15

AutoCAD SHX Text

MH2078 RIM=893.17

AutoCAD SHX Text

MH2079 RIM=892.00

AutoCAD SHX Text

MH2080 RIM=892.45

AutoCAD SHX Text

MH2086 RIM=892.46

AutoCAD SHX Text

MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

MH2536 RIM=893.85

AutoCAD SHX Text

MH2537 RIM=894.36

AutoCAD SHX Text

MH2607 RIM=894.31

AutoCAD SHX Text

MH2608 RIM=894.28

AutoCAD SHX Text

MH2612 RIM=893.69

AutoCAD SHX Text

MH2613 RIM=893.60

AutoCAD SHX Text

MH2739 RIM=894.60

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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16'± CHAIN LINK FENCE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

SAN

AutoCAD SHX Text

GATE

AutoCAD SHX Text

ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

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DRAWN: AT

AutoCAD SHX Text

DESIGNED: KE

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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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

Layout and Materials Plan - Area A

COUNTY RD 428

12'

24'

47.61'

37.41'

42.63'

112.35'

N 568135.90 E 26624094.38

N 568190.51 E 26624241.56

125.29' N 567945.42 E 26624317.67

12.00'

F kip5861

X X

NCF steam system layout

24.00'

28.00'

30.00'

14.00'

I N

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M A

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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

Know what's below.

before you dig.Call

0 5025 15075 C2 .2

LAYOUT AND MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

PROPOSED STANDARD DUTY

BITUMINOUS PAVEMENT

PROPOSED HEAVY DUTY

BITUMINOUS PAVEMENT

ASPHALT CRACK FILL

AND SEAL COAT

PROPOSED STANDARD DUTY BITUMINOUS

PAVEMENT WITH NEW BASE

C4.0

PROPOSED HEAVY DUTY BITUMINOUS

PAVEMENT WITH NEW BASE C4.0

C4.0

LAYOUT & MATERIALS KEY PLAN

C2.1

C2.2

C2.3

R70'

R10'

R25'

R30'

R5'

C4.0

11 REGULATORY SIGN

(RELOCATED

NEWBERRY

CORRECTIONAL

FACILITY SIGN)

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

PROPOSED STANDARD DUTY

CONCRETE SIDEWALK

MATCH EXISTING

PAVEMENT

DIMENSIONS

ALTERNATIVE #2

GATE

HEIGHT: 11'1"

WIDTH: 8'8"

GATE

HEIGHT: 10'6"

WIDTH: 12'6"

MATCH EXISTING

ROAD DIMENSIONS

FOR NEW PAVEMENT

CONTROL JOINT

EXPANSION JOINT

PROPOSED HEATED

CONCRETE SIDEWALK C4.0

PROPOSED LIGHT POLE

N 567236.64 E 26624280.04

LOCATION COORDINATES

(NORTHINGS AND EASTINGS)

AutoCAD SHX Text

CB5107 RIM=892.14

AutoCAD SHX Text

CB5166 RIM=891.93

AutoCAD SHX Text

CB5271 RIM=890.64

AutoCAD SHX Text

FF=893.41

AutoCAD SHX Text F

AutoCAD SHX Text

MH5138 RIM=892.83

AutoCAD SHX Text

MH5620 RIM=890.99

AutoCAD SHX Text

MH5634 RIM=892.59

AutoCAD SHX Text

SIPGOT

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text W

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

CP #5

AutoCAD SHX Text

CP #4

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

Layout and Materials Plan - Area B

GRADING PNG

24'

22'21.10'

18' 45.00'

18' 36.22'

35'

75'

20' 24' 63.00'

32'

15'

138.66'

7' 5'

3.31'

100'

18'

TYP

121.07'

31.18' 75.00'

154°

TYP.

174.92'

TYP.

25'81'

99.91' 5'

20' 81.21' 165°

N 567128.49 E 26624524.65

N 567106.49 E 26624525.11

77.03'

20.80'

N 567110.42 E 26624790.19

N 567091.82 E 26625133.01

53.40'

N 567122.71 E 26625231.26

N 567244.77 E 26625392.36

N 567244.04 E 26625349.32

N 567163.81 E 26625131.20

N 567220.96 E 26625104.75

48°

N 567350.16 E 26625012.33 N 567337.98

E 26625045.89

N 567392.08 E 26624998.73

N 567393.63 E 26625098.72

N 567390.98 E 26624530.68

89°

65°

24.00'

34.72'

111.34'

121°

48.97'

25.44'

91.75'

89°

4.55'

N 567345.16 E 26625614.66

N 567356.02 E 26625658.32

6.66'

COUNTY RD 428

66.03'

32'

N 567345.16 E 26625614.66

N 567356.02 E 26625658.32

N 567389.38 E 26625738.89

N 567357.13 E 26625724.34

F kip5861

X X

NCF steam system layout

24.00'

28.00'

30.00'

14.00'

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

Know what's below.

before you dig.Call

0 5025 15075 C2 .3

LAYOUT AND MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

PROPOSED STANDARD DUTY

BITUMINOUS PAVEMENT

PROPOSED HEAVY DUTY

BITUMINOUS PAVEMENT

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

ASPHALT CRACK FILL

AND SEAL COAT

PROPOSED STANDARD DUTY BITUMINOUS

PAVEMENT WITH NEW BASE

C4.0

PROPOSED HEAVY DUTY BITUMINOUS

PAVEMENT WITH NEW BASE C4.0

C4.0

CONTROL JOINT

EXPANSION JOINT

PROPOSED HEATED

CONCRETE SIDEWALK C4.0

LAYOUT & MATERIALS KEY PLAN

C2.1

C2.2

C2.3

R50'

R5'

R50'

R50' R25'

R25'

R46'

R70'

R15'

R500'

R15'

R15'R20'

R20'

R100'

R135'

R100'

R10'

R5'

R100'

R75'R5'

R5'

PROPOSED STANDARD DUTY

CONCRETE SIDEWALK

ALTERNATIVE #3

C4.0

1STANDARD DUTY

CONCRETE SIDEWALK

R5'

MAINTAIN

EXISTING ROAD

DIMENSIONS

PROPOSED LIGHT POLE

N 567236.64 E 26624280.04

LOCATION COORDINATES

(NORTHINGS AND EASTINGS)

BARRIER FREE

PARKING STALL

STRIPING

C4.0

AutoCAD SHX Text

CB840 RIM=886.20

AutoCAD SHX Text

CB846 RIM=886.29 SQ SOLID COVER

AutoCAD SHX Text

CB982 RIM=887.36

AutoCAD SHX Text

CB983 RIM=887.39

AutoCAD SHX Text

CB1231 RIM=888.85

AutoCAD SHX Text

CB1398 RIM=886.36

AutoCAD SHX Text

CB1399 RIM=886.50

AutoCAD SHX Text

CB1510 RIM=885.45

AutoCAD SHX Text

FF=886.63

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.61

AutoCAD SHX Text

FF=886.92

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.74

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.71

AutoCAD SHX Text

FF=891.56

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.26

AutoCAD SHX Text

SILL

AutoCAD SHX Text

CARD READER

AutoCAD SHX Text

EMER SHUT OFF

AutoCAD SHX Text

MH529 RIM=886.27

AutoCAD SHX Text

MH610 RIM=886.51

AutoCAD SHX Text

MH729 RIM=887.39

AutoCAD SHX Text

MH812 RIM=886.51

AutoCAD SHX Text

MH824 RIM=886.97

AutoCAD SHX Text

MH894 RIM=887.07

AutoCAD SHX Text

MH968 RIM=888.34

AutoCAD SHX Text

MH1028 RIM=887.58 12" W 881.98 12" ENE 882.58

AutoCAD SHX Text

MH1135 RIM=888.28

AutoCAD SHX Text

MH1159 RIM=886.47

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1229 RIM=889.12

AutoCAD SHX Text

MH1230 RIM=889.30

AutoCAD SHX Text

MH1324 RIM=887.11

AutoCAD SHX Text

MH1400 RIM=886.64

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH1509 RIM=887.72

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

MAINTENANCE BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

CB1602 RIM=889.83

AutoCAD SHX Text

FF=890.57

AutoCAD SHX Text

SILL

AutoCAD SHX Text

MH1535 RIM=886.58

AutoCAD SHX Text

CP #1

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

SAN

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

CP #3

AutoCAD SHX Text

MH529 RIM=886.27

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

Layout and Materials Plan - Area C kip5861

NCF steam system layout

88.90

ME 87.36 ME 87.31

88.05

ME 87.71

ME 88.70 ME 88.44

ME 86.74

ME 86.92

87.83

RIM 86.10

ME 95.37

ME 95.36

94.44

94.49

ME 95.37

ME 95.36

ME 95.87

94.67

ME 95.03 ME 95.01

95.32

ME 95.41

ME 95.45

ME 94.83

94.90

95.00 95.00

ME 94.19

95.2595.30

94.72

95.30 95.21

95.27 95.18

94.85 94.95

95.76ME 94.91

ADJ 93.88

LP 893.50

94.10

ADJ 94.78

ME 94.92

ME 94.89

94.95

95.29

95.36

ME 93.34

ME 93.65

ME 93.89

ME 93.93

ME 93.62

ME 93.89

ME 94.26

ME 93.50

ME 94.21 ME 94.32

95.60 95.60 95.52 95.48

TR 93.85

ADJ 92.33

93.78 91.75

91.75

89.63

90.19

90.69

89.49

90.27

GRADING PNG

86.81

86.75

86.81

86.92

87.5088.50

ADJ 86.3688

8 88

87.69

87.26

ME 87.39

ME 87.65

ME 87.90

ME 87.8888.49

86.95

86.4486.26

86.77

87.44

86.06

86.34

86.09

87.10

ME 87.47 ME 87.46

87.23

86.64

86.30

GUTTER

PAN 0.88%

ME 92.46

ME 92.33

ME 95.74 ME 95.65

95.64

3.6%

MIN 1%

95.70 95.64

MIN

MIN 1.1%

91.36

91.75 91.75

HP 91.99

ADJ 91.36

91.64

91.75

91.61 91.6191.85

91.99

91.43 91.43 91.55

91.20

91.65

2%2%

ME 95.08

ME 95.10

95.29 95.17

ME 94.75

ME 94.76

ME 94.90ME 94.85

95.76

BC 87.09

BC 86.94

887 ME 86.54

87.16 87.05 86.99 87.05

87.16 86.72

!CAUTION! STEAM TUNNEL

NO CONSTRUCTION TRAFFIC

895894

ME 92.89

92.71

92.82

1.5%

ME 92.53

ME 95.73

ME 95.57

ME 93.06

MIN 1.1%

1.25%

LP 90.15

887 887

91.04

91.18891

98.86

90.86

91.60 91.60

91.92

ME 91.00

91.20

ME 91.02

LP 90.05

2% 2%

91.64

91.41 91.59 91.41

91.60 91.30

87.60 ADJ 86.28

88.0488.48 87.39

1.5% 887

86.78

86.78 2%

ME 87.47

86.95

86.90

ME 87.53

ME 87.56

ME 87.62

86.99 87.04

HP 87.16

ME 86.10

86.46

MIN

1.1%

ADJ 86.84

ADJ 86.67

892 893

2.8%

COUNTY RD 428

!CAUTION! STEAM TUNNEL

NO CONSTRUCTION TRAFFIC

ADJ 87.74

ADJ 86.90

ADJ 93.34

ADJ 86.77

ADJ 86.55

86.50

RIM 86.10

EX. RIM 86.20

EX. RIM 93.85

EX. RIM 93.60

EX. RIM 92.91

EX. RIM 94.28

EX. RIM 93.69

EX. RIM 92.70

EX. RIM 91.82

EX. RIM 91.52

EX. RIM 86.36

!CAUTION! STEAM TUNNEL

NO CONSTRUCTION TRAFFIC

EX. RIM 94.36

EX. RIM 94.31

EX. RIM 86.96

EX. RIM 87.08

ADJ 87.22

ADJ 87.30

EX. RIM 87.39

EX. RIM 86.15

EX. RIM 86.70

ADJ 86.80

EX. RIM 87.39

EX. RIM 86.27

F kip5861

X X

NCF steam system layout

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

C3 .0Know what's below.

before you dig.Call

0 10050 300150

NEWBERRY

CORRECTIONAL FACILITY

1ST STREET

STA

TE STREET

ENLARGEMENT 1A: SHEET C3.1

ENLARGEMENT 2: SHEET C3.2

GRADING & DRAINAGE LEGEND

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.

GRADING NOTES

1. ALL UTILITIES SHOWN FOR CONCEPTUAL DESIGN DEVELOPMENT ONLY. FINAL

ROUTING, SIZING AND CONNECTIONS WILL VARY.

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. 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.

4. 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.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

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

UTILITIES NOTESSITE UTILITIES PLAN LEGEND

PROPOSED STORM LINE

PROPOSED CATCH BASIN

STR

PROPOSED STORM INLET

GRADING & UTILITIES KEY PLAN

C2.1

C2.2 C2.3

C2.3

ENLARGEMENT 3: SHEET C3.3

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+800)

PROPOSED SPOT GRADE (+800)

PROPOSED TOP OF CURB GRADE (+800)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+800)

PROPOSED BOTTOM OF CURB GRADE (+800)

RIM 45.0

T/W 47.5

45.5

TC 45.0

BC 45.0

ADJ 45.5

PROPOSED TOP OF WALL ELEVATION (+800)

ENLARGEMENT 1B: SHEET C3.1

ENLARGEMENT 4: SHEET C3.4

ALTERNATIVE #1

ALTERNATIVE #2

ALTERNATIVE #3

AutoCAD SHX Text

CB840 RIM=886.20

AutoCAD SHX Text

CB846 RIM=886.29 SQ SOLID COVER

AutoCAD SHX Text

CB982 RIM=887.36

AutoCAD SHX Text

CB983 RIM=887.39

AutoCAD SHX Text

CB1231 RIM=888.85

AutoCAD SHX Text

CB1398 RIM=886.36

AutoCAD SHX Text

CB1399 RIM=886.50

AutoCAD SHX Text

CB1510 RIM=885.45

AutoCAD SHX Text

CB5107 RIM=892.14

AutoCAD SHX Text

CB5166 RIM=891.93

AutoCAD SHX Text

CB5271 RIM=890.64

AutoCAD SHX Text

FF=886.63

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.61

AutoCAD SHX Text

FF=886.92

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.74

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.71

AutoCAD SHX Text

FF=891.56

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.26

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=893.41

AutoCAD SHX Text F

AutoCAD SHX Text

CARD READER

AutoCAD SHX Text

EMER SHUT OFF

AutoCAD SHX Text

MH529 RIM=886.27

AutoCAD SHX Text

MH610 RIM=886.51

AutoCAD SHX Text

MH729 RIM=887.39

AutoCAD SHX Text

MH812 RIM=886.51

AutoCAD SHX Text

MH824 RIM=886.97

AutoCAD SHX Text

MH894 RIM=887.07

AutoCAD SHX Text

MH968 RIM=888.34

AutoCAD SHX Text

MH1028 RIM=887.58 12" W 881.98 12" ENE 882.58

AutoCAD SHX Text

MH1135 RIM=888.28

AutoCAD SHX Text

MH1159 RIM=886.47

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1229 RIM=889.12

AutoCAD SHX Text

MH1230 RIM=889.30

AutoCAD SHX Text

MH1324 RIM=887.11

AutoCAD SHX Text

MH1400 RIM=886.64

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH1509 RIM=887.72

AutoCAD SHX Text

MH5138 RIM=892.83

AutoCAD SHX Text

MH5620 RIM=890.99

AutoCAD SHX Text

MH5634 RIM=892.59

AutoCAD SHX Text

MH5782 RIM=891.86

AutoCAD SHX Text

MH5787 RIM=891.82

AutoCAD SHX Text

MH5790 RIM=891.52

AutoCAD SHX Text

MH5977 RIM=892.06

AutoCAD SHX Text

MH6005 RIM=893.59

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

SIPGOT

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

MAINTENANCE BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

PLASTIC SHED

AutoCAD SHX Text

CB1602 RIM=889.83

AutoCAD SHX Text

FF=890.57

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.65

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.74

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

MH1535 RIM=886.58

AutoCAD SHX Text

MH1603 RIM=890.61

AutoCAD SHX Text

MH1604 RIM=890.79

AutoCAD SHX Text

MH1750 RIM=891.19

AutoCAD SHX Text

MH1751 RIM=891.33

AutoCAD SHX Text

MH1752 RIM=891.02

AutoCAD SHX Text

MH1753 RIM=891.02

AutoCAD SHX Text

MH1803 RIM=891.82

AutoCAD SHX Text

MH1804 RIM=892.13

AutoCAD SHX Text

MH6294 RIM=890.63

AutoCAD SHX Text

ELEC

AutoCAD SHX Text W

AutoCAD SHX Text 895.66

AutoCAD SHX Text 895.58

AutoCAD SHX Text 893.97

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CB2515 RIM=892.91

AutoCAD SHX Text

CB2589 RIM=892.70

AutoCAD SHX Text

CP #1

AutoCAD SHX Text

FF=894.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.83

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.76

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.68

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.79

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MH2041 RIM=893.31

AutoCAD SHX Text

MH2042 RIM=892.98

AutoCAD SHX Text

MH2047 RIM=892.15

AutoCAD SHX Text

MH2078 RIM=893.17

AutoCAD SHX Text

MH2079 RIM=892.00

AutoCAD SHX Text

MH2080 RIM=892.45

AutoCAD SHX Text

MH2086 RIM=892.46

AutoCAD SHX Text

MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

MH2536 RIM=893.85

AutoCAD SHX Text

MH2537 RIM=894.36

AutoCAD SHX Text

MH2607 RIM=894.31

AutoCAD SHX Text

MH2608 RIM=894.28

AutoCAD SHX Text

MH2612 RIM=893.69

AutoCAD SHX Text

MH2613 RIM=893.60

AutoCAD SHX Text

MH2739 RIM=894.60

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

8' WOOD FENCE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

16'± CHAIN LINK FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text W

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

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STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

SAN

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

5' DEEP

AutoCAD SHX Text

4' DEEP

AutoCAD SHX Text

3.5' DEEP

AutoCAD SHX Text

3' DEEP

AutoCAD SHX Text

4' DEEP

AutoCAD SHX Text

4' DEEP

AutoCAD SHX Text

5.5' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

5' DEEP

AutoCAD SHX Text

4.5' DEEP

AutoCAD SHX Text

3.5' DEEP

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

CP #3

AutoCAD SHX Text

CP #5

AutoCAD SHX Text

CP #4

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

AutoCAD SHX Text Grading and Utility Plan - Overall

831.83

88.90

ME 87.36 ME 87.31

88.05

ME 87.71

ME 88.70 ME 88.44

ME 86.74

ME 86.92

87.83

RIM 86.10

89.49

GRADING PNG

86.81

86.75

86.81

86.92

87.5088.50

ADJ 86.3688

8 88

87.69

87.26

ME 87.39

ME 87.65

ME 87.90

ME 87.8888.49

86.95

86.4486.26

86.77

87.44

86.06

86.34

86.09

87.10

ME 87.47 ME 87.46

87.23

86.64

86.30

GUTTER

PAN 0.88%

BC 87.09

BC 86.94

887 ME 86.54

87.16 87.05 86.99 87.05

87.16 86.72

887 887

87.60 ADJ 86.28

88.0488.48 87.39

1.5% 887

86.78

86.78 2%

ME 87.47

86.95

86.90

ME 87.53

ME 87.56

ME 87.62

86.99 87.04

MIN

1.1%

ADJ 86.84

ADJ 86.67

!CAUTION! STEAM TUNNEL

NO CONSTRUCTION TRAFFIC

ADJ 87.74

ADJ 86.90

ADJ 86.77

ADJ 86.55

86.50

RIM 86.10

EX. RIM 86.20

EX. RIM 86.36

EX. RIM 86.96

EX. RIM 87.08

ADJ 87.22

ADJ 87.30

EX. RIM 87.39

EX. RIM 86.15

EX. RIM 86.70

ADJ 86.80

EX. RIM 87.39

F kip5861

X X

NCF steam system layout

BC 87.09

BC 86.94

887 ME 86.54

ME 87.47

86.95

86.90

ME 87.53

ME 87.56

ME 87.62

86.99 87.04

HP 87.16

ME 86.10

86.46

MIN

1.1%

ADJ 86.84

ADJ 86.67

887 2.8%

ADJ 86.77

RIM 86.10

ADJ 87.22

ADJ 87.30

EX. RIM 87.39

EX. RIM 86.27

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

Know what's below.

before you dig.Call

0 3015 9045

GRADING & DRAINAGE LEGEND SITE UTILITIES PLAN LEGEND

PROPOSED STORM LINE

PROPOSED CATCH BASIN

STR

PROPOSED STORM INLET

C3 .1

C4.1

24' DIAMETER

CATCH BASIN

GRADING & UTILITIES KEY PLAN

C3.1 C3.2

C4.1

3 18" GUTTER

PAN

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+800)

PROPOSED SPOT GRADE (+800)

PROPOSED TOP OF CURB GRADE (+800)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+800)

PROPOSED BOTTOM OF CURB GRADE (+800)

RIM 45.0

T/W 47.5

45.5

TC 45.0

BC 45.0

ADJ 45.5

PROPOSED TOP OF WALL ELEVATION (+800) C4.1

62' DIAMETER

CATCH BASIN

C4.1

5FLARED END SECTION

W/ GRATE AND

RIPRAP

82 LF 12"CL V RCP

@0.50 %

C3.3

ENLARGEMENT 1A

ENLARGEMENT 1B

SCALE: 1" = 30' - 0"

CB 100

RIM 886.10

INV 12" SE 883.61

M A

AutoCAD SHX Text

BC888.52

AutoCAD SHX Text

BC888.87

AutoCAD SHX Text

BC888.89

AutoCAD SHX Text

BC888.90

AutoCAD SHX Text

BC889.21

AutoCAD SHX Text

BC889.19

AutoCAD SHX Text

BC889.03

AutoCAD SHX Text

BC889.15

AutoCAD SHX Text

BC889.31

AutoCAD SHX Text

BC889.60

AutoCAD SHX Text

BC889.83

AutoCAD SHX Text

BC889.64

AutoCAD SHX Text

BC889.52

AutoCAD SHX Text

BC887.59

AutoCAD SHX Text

BC887.27

AutoCAD SHX Text

BC887.12

AutoCAD SHX Text

CB840 RIM=886.20

AutoCAD SHX Text

CB846 RIM=886.29 SQ SOLID COVER

AutoCAD SHX Text

CB982 RIM=887.36

AutoCAD SHX Text

CB983 RIM=887.39

AutoCAD SHX Text

CB1398 RIM=886.36

AutoCAD SHX Text

CB1399 RIM=886.50

AutoCAD SHX Text

CB1510 RIM=885.45

AutoCAD SHX Text

FF=886.63

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.72

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.61

AutoCAD SHX Text

FF=886.92

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.74

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=887.71

AutoCAD SHX Text

FF=891.56

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=891.26

AutoCAD SHX Text

SILL

AutoCAD SHX Text

CARD READER

AutoCAD SHX Text

EMER SHUT OFF

AutoCAD SHX Text

MH610 RIM=886.51

AutoCAD SHX Text

MH729 RIM=887.39

AutoCAD SHX Text

MH812 RIM=886.51

AutoCAD SHX Text

MH824 RIM=886.97

AutoCAD SHX Text

MH894 RIM=887.07

AutoCAD SHX Text

MH968 RIM=888.34

AutoCAD SHX Text

MH1028 RIM=887.58 12" W 881.98 12" ENE 882.58

AutoCAD SHX Text

MH1135 RIM=888.28

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1324 RIM=887.11

AutoCAD SHX Text

MH1400 RIM=886.64

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH1509 RIM=887.72

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text W

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.51

AutoCAD SHX Text 886.24

AutoCAD SHX Text 886.39

AutoCAD SHX Text 886.42

AutoCAD SHX Text 886.62

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.49

AutoCAD SHX Text 886.27

AutoCAD SHX Text 886.92

AutoCAD SHX Text 887.61

AutoCAD SHX Text 886.81

AutoCAD SHX Text 887.10

AutoCAD SHX Text 887.12

AutoCAD SHX Text 887.37

AutoCAD SHX Text 886.59

AutoCAD SHX Text 886.54

AutoCAD SHX Text 885.65

AutoCAD SHX Text 885.36

AutoCAD SHX Text 885.32

AutoCAD SHX Text 886.97

AutoCAD SHX Text 886.89

AutoCAD SHX Text 887.79

AutoCAD SHX Text 886.81

AutoCAD SHX Text 886.85

AutoCAD SHX Text 887.21

AutoCAD SHX Text 886.17

AutoCAD SHX Text 886.10

AutoCAD SHX Text 885.69

AutoCAD SHX Text 885.25

AutoCAD SHX Text 885.10

AutoCAD SHX Text 885.04

AutoCAD SHX Text 884.65

AutoCAD SHX Text 885.48

AutoCAD SHX Text 885.66

AutoCAD SHX Text 885.59

AutoCAD SHX Text 885.69

AutoCAD SHX Text 886.21

AutoCAD SHX Text 885.89

AutoCAD SHX Text 885.63

AutoCAD SHX Text 885.89

AutoCAD SHX Text 886.51

AutoCAD SHX Text 886.47

AutoCAD SHX Text 886.50

AutoCAD SHX Text 886.74

AutoCAD SHX Text 887.28

AutoCAD SHX Text 887.08

AutoCAD SHX Text 887.33

AutoCAD SHX Text 888.13

AutoCAD SHX Text 887.61

AutoCAD SHX Text 887.46

AutoCAD SHX Text 887.21

AutoCAD SHX Text 886.36

AutoCAD SHX Text 885.93

AutoCAD SHX Text 885.80

AutoCAD SHX Text 886.18

AutoCAD SHX Text 886.48

AutoCAD SHX Text 886.92

AutoCAD SHX Text 887.40

AutoCAD SHX Text 887.89

AutoCAD SHX Text 887.68

AutoCAD SHX Text 886.91

AutoCAD SHX Text 886.82

AutoCAD SHX Text 886.52

AutoCAD SHX Text 886.53

AutoCAD SHX Text 885.71

AutoCAD SHX Text 885.78

AutoCAD SHX Text 886.05

AutoCAD SHX Text 886.24

AutoCAD SHX Text 885.96

AutoCAD SHX Text 886.04

AutoCAD SHX Text 888.10

AutoCAD SHX Text 887.87

AutoCAD SHX Text 887.74

AutoCAD SHX Text 887.31

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.09

AutoCAD SHX Text 887.62

AutoCAD SHX Text 887.87

AutoCAD SHX Text 888.29

AutoCAD SHX Text 888.35

AutoCAD SHX Text 888.96

AutoCAD SHX Text 888.09

AutoCAD SHX Text 888.49

AutoCAD SHX Text 887.08

AutoCAD SHX Text 886.30

AutoCAD SHX Text 886.69

AutoCAD SHX Text 888.16

AutoCAD SHX Text 888.73

AutoCAD SHX Text 888.64

AutoCAD SHX Text 888.32

AutoCAD SHX Text 888.99

AutoCAD SHX Text 889.44

AutoCAD SHX Text 889.60

AutoCAD SHX Text 888.96

AutoCAD SHX Text 889.03

AutoCAD SHX Text 888.78

AutoCAD SHX Text 888.30

AutoCAD SHX Text 888.97

AutoCAD SHX Text 888.99

AutoCAD SHX Text 886.87

AutoCAD SHX Text 886.71

AutoCAD SHX Text 887.27

AutoCAD SHX Text 887.08

AutoCAD SHX Text 887.00

AutoCAD SHX Text 887.26

AutoCAD SHX Text 886.95

AutoCAD SHX Text 886.84

AutoCAD SHX Text 887.42

AutoCAD SHX Text 887.14

AutoCAD SHX Text 886.87

AutoCAD SHX Text 888.06

AutoCAD SHX Text 888.19

AutoCAD SHX Text 888.42

AutoCAD SHX Text 889.80

AutoCAD SHX Text 889.60

AutoCAD SHX Text 887.22

AutoCAD SHX Text 885.73

AutoCAD SHX Text 886.41

AutoCAD SHX Text 886.04

AutoCAD SHX Text 887.08

AutoCAD SHX Text 886.87

AutoCAD SHX Text 886.78

AutoCAD SHX Text 886.19

AutoCAD SHX Text 886.65

AutoCAD SHX Text 889.55

AutoCAD SHX Text 890.11

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

MAINTENANCE BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

MH1535 RIM=886.58

AutoCAD SHX Text

CP #1

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

4' DEEP

AutoCAD SHX Text

CP #3

AutoCAD SHX Text

BC886.36

AutoCAD SHX Text

BC886.17

AutoCAD SHX Text

BC886.66

AutoCAD SHX Text

BC887.28

AutoCAD SHX Text

BC887.33

AutoCAD SHX Text

BC887.08

AutoCAD SHX Text

BC887.14

AutoCAD SHX Text

BC886.62

AutoCAD SHX Text

BC886.65

AutoCAD SHX Text

BC887.21

AutoCAD SHX Text

BC887.54

AutoCAD SHX Text

BC887.59

AutoCAD SHX Text

BC887.27

AutoCAD SHX Text

BC887.12

AutoCAD SHX Text

FF=886.63

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=886.51

AutoCAD SHX Text

SILL

AutoCAD SHX Text

MH529 RIM=886.27

AutoCAD SHX Text

MH610 RIM=886.51

AutoCAD SHX Text

MH729 RIM=887.39

AutoCAD SHX Text

MH812 RIM=886.51

AutoCAD SHX Text W

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.49

AutoCAD SHX Text 886.48

AutoCAD SHX Text 886.59

AutoCAD SHX Text 886.67

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.78

AutoCAD SHX Text 886.74

AutoCAD SHX Text 887.13

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.51

AutoCAD SHX Text 886.24

AutoCAD SHX Text 886.39

AutoCAD SHX Text 886.42

AutoCAD SHX Text 886.62

AutoCAD SHX Text 886.64

AutoCAD SHX Text 886.49

AutoCAD SHX Text 886.27

AutoCAD SHX Text 886.92

AutoCAD SHX Text 887.61

AutoCAD SHX Text 886.81

AutoCAD SHX Text 887.10

AutoCAD SHX Text 887.12

AutoCAD SHX Text 887.37

AutoCAD SHX Text 887.49

AutoCAD SHX Text 887.29

AutoCAD SHX Text 886.89

AutoCAD SHX Text 886.66

AutoCAD SHX Text 886.40

AutoCAD SHX Text 886.35

AutoCAD SHX Text 886.46

AutoCAD SHX Text 886.47

AutoCAD SHX Text 886.59

AutoCAD SHX Text 886.54

AutoCAD SHX Text 886.59

AutoCAD SHX Text 886.53

AutoCAD SHX Text 886.13

AutoCAD SHX Text 885.71

AutoCAD SHX Text 885.65

AutoCAD SHX Text 885.36

AutoCAD SHX Text 885.32

AutoCAD SHX Text 886.97

AutoCAD SHX Text 886.89

AutoCAD SHX Text 887.79

AutoCAD SHX Text 885.69

AutoCAD SHX Text 885.25

AutoCAD SHX Text 885.10

AutoCAD SHX Text 885.04

AutoCAD SHX Text 884.65

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

MH1535 RIM=886.58

AutoCAD SHX Text

CP #1

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

6' DEEP

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

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

JAN 4, 2023

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

AutoCAD SHX Text Grading and Utility Plan - Enlargement 1

95.60 95.60 95.52 95.48

TR 93.85

ADJ 92.33

93.78 91.75

91.75

89.63

90.19

90.69

89.49

90.27

ME 95.74 ME 95.65

95.64

3.6%

MIN 1%

95.70 95.64

MIN

MIN 1.1%

91.36

91.75 91.75

HP 91.99

ADJ 91.36

91.64

91.75

91.61 91.6191.85

91.99

91.43 91.43 91.55

91.20

91.65

2%2%

MIN 1.1%

1.25%

LP 90.15

91.60 91.60

91.92

91.60 91.30

ADJ 93.34

EX. RIM 91.82

EX. RIM 91.52

F kip5861

X X

NCF steam system layout

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

Know what's below.

before you dig.Call

0 3015 9045

GRADING & DRAINAGE LEGEND

SITE UTILITIES PLAN LEGEND

PROPOSED STORM LINE

PROPOSED CATCH BASIN

STR

PROPOSED STORM INLET

C3 .2

GRADING & UTILITIES KEY PLAN

C3.1

C3.2

40 LF 6" PVC @ 0.75%

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+800)

PROPOSED SPOT GRADE (+800)

PROPOSED TOP OF CURB GRADE (+800)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+800)

PROPOSED BOTTOM OF CURB GRADE (+800)

RIM 45.0

T/W 47.5

45.5

TC 45.0

BC 45.0

ADJ 45.5

PROPOSED TOP OF WALL ELEVATION (+800)

C4.1

1 TRENCH DRAIN

(ADJACENT TO

GRASS)

C4.1

4 TRENCH DRAIN

(CONCRETE ON

BOTH SIDES)

C3.3

CENTER LIGHT POLE

BETWEEN TWO

PARKING SPACES

(SEE SITE LIGHTING

NOTE #3 ON SHEET

C3.2)

SEE SITE LIGHTING

NOTE #2 ON

SHEET C3.2

SEE SITE LIGHTING

NOTE #1 ON

SHEET C3.2

SITE LIGHTING NOTES

1. NEW LIGHT POLE, POLE BASE, AND LIGHT FIXTURES. CONNECT NEW SITE LIGHTING

TO EXISTING SITE LIGHTING CIRCUIT. POLE HEIGHT IS35 FEET TO MATCH EXISTING.

POLE FINISH IS BRONZE TO MATCH EXISTING.

2. RELOCATED LIGHT POLE WITH NEW FIXTURE. EXTEND SITE LIGHTING AS REQUIRED.

3. EXISTING LIGHT POLE TO REMAIN WITH NEW FIXTURE

4. LIGHT FIXTURES TO BE OL1 (TYP.)

C4.1

7LIGHTING POLE

BASE DETAIL

PROPOSED LIGHT FIXTURE

AutoCAD SHX Text

BC891.32

AutoCAD SHX Text

BC891.38

AutoCAD SHX Text

BC891.46

AutoCAD SHX Text

BC891.58

AutoCAD SHX Text

BC891.70

AutoCAD SHX Text

BC891.54

AutoCAD SHX Text

BC891.59

AutoCAD SHX Text

BC891.50

AutoCAD SHX Text

BC891.46

AutoCAD SHX Text

BC891.58

AutoCAD SHX Text

BC891.32

AutoCAD SHX Text

BC890.95

AutoCAD SHX Text

BC891.11

AutoCAD SHX Text

BC891.32

AutoCAD SHX Text

BC891.37

AutoCAD SHX Text

BC891.38

AutoCAD SHX Text

BC891.39

AutoCAD SHX Text

BC891.37

AutoCAD SHX Text

BC891.14

AutoCAD SHX Text

BC891.15

AutoCAD SHX Text

BC891.26

AutoCAD SHX Text

BC891.14

AutoCAD SHX Text

GUT890.90

AutoCAD SHX Text

GUT890.94

AutoCAD SHX Text

GUT891.05

AutoCAD SHX Text

GUT891.10

AutoCAD SHX Text

GUT891.21

AutoCAD SHX Text

GUT891.13

AutoCAD SHX Text

GUT891.11

AutoCAD SHX Text

GUT891.05

AutoCAD SHX Text

GUT890.99

AutoCAD SHX Text

GUT891.11

AutoCAD SHX Text

GUT890.91

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH5620 RIM=890.99

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MH5634 RIM=892.59

AutoCAD SHX Text

MH5782 RIM=891.86

AutoCAD SHX Text

MH5787 RIM=891.82

AutoCAD SHX Text

MH5790 RIM=891.52

AutoCAD SHX Text

MH5977 RIM=892.06

AutoCAD SHX Text

MH6005 RIM=893.59

AutoCAD SHX Text 888.99

AutoCAD SHX Text 889.80

AutoCAD SHX Text…

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