Handlon CF - Bid Set Part 2.pdf

5 MB Posted

Attached to
472/22329. SMD; Handlon CF - Paving Improvement Project
Solicitation number
RFQ - 171 - 230000000397
Issued by
Ionia County, Michigan

About this file

Written by GovTribe AI ·

This document is a set of plans and specifications for a paving improvement project at the Handlon Correctional Facility, located in Ionia County, Michigan. The project is being managed by the State of Michigan's Department of Technology, Management and Budget, Design and Construction Division, and State Facilities Administration.

The project scope includes various paving and site work improvements, such as crushing and shaping of existing asphalt, installation of new standard and heavy-duty asphalt pavement, concrete pavement, curbs and gutters, storm drainage structures, and related grading and landscaping work. The project has several bid alternates. Bids are due by a specified deadline, and the contract will be awarded to the successful bidder. The contract documents provide detailed technical specifications, layout plans, and grading details for the proposed work.

View the file

Other files

File Type Posted
DTMB Addendum 2 - Handlon.pdf PDF
MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf PDF
00120 Supplementary Instructions - MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf PDF
221565 Handlon Correctional Facility Improvements.pdf PDF
DTMB Addendum 1 - Handlon.pdf PDF
DTMB0415 AdvertismentRev 0222.pdf PDF
00300 Bid Form Article 7 - MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf PDF
Handlon CF - Bid Set Part 1.pdf PDF

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Know what's below.

before you dig.Call

R

C3 .0

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.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE

FOLLOWING: NORTHINGS: 540,000; EASTINGS: 12,920,000

7. TOPSOIL (4") AND HYDROSEED ALL DISTURBED TURF AREAS.

8. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE

ARCHITECT/ENGINEER PRIOR TO INSTALLATION. PROVIDE CERTIFICATION FOR ALL

IMPORTED TOPSOIL.

9. ALL NON-ADA PARKING LOT HATCH STRIPING SHALL BE WHITE STRIPING PAINT, AT

45 DEGREE ANGLE, WITH 18" SEPARATION OF HATCH LINES. SEE SPECIFICATIONS

FOR FURTHER INFORMATION.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE

SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

LAYOUT & MATERIALS LEGEND

E. PATROL RD. ENLARGEMENT;

SEE SHEET C3.1

MAINTENANCE AREA ENLARGEMENT;

SEE SHEET C3.1

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

C5.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

SCALE: 1" = 100'

400200100500 300

SOUTH PARKING LOT ENLARGEMENT;

SEE SHEET C3.2

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

SEE SHEET C3.1

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22329.SMD

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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: PT

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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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APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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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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STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text Layout and Materials Plan - Patrol Rd. and Overall

8.

20.00'

R 6.

5.

.0 0'

.0

0'

.0 0'

10.00'

R11.15'

26.00'

10.00'

8.00'

.5

0'9.

46.16'

10.00'

TY

P

R5'

R5'

R15'

R5'R5'

N 1167.68 E 6275.81N 1213.79

E 6254.72N 1277.88 E 6255.84

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C3 .1

LAYOUT & MATERIALS NOTES

LAYOUT & MATERIALS LEGEND

C5.0

2STANDARD DUTY ASPHALT

PAVEMENT W/ NEW BASE

Know what's below.

before you dig.Call

R

8040200

SCALE: 1" = 40'

160 240

PROPOSED GRAVEL DRIVE

CONNECTION TO SEWAGE

SCREENING (BY OTHERS)

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

C5.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

C5.0

6CRUSH AND SHAPE

STANDARD DUTY ASPHALT

C5.1

1 STANDARD CURB AND

GUTTER (MDOT F4)

C5.0

2 STANDARD DUTY ASPHALT

PAVEMENT W/ NEW BASE

C5.0

1HEAVY DUTY

CONCRETE PAVEMENT

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.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE

FOLLOWING: NORTHINGS: 540,000; EASTINGS: 12,920,000

7. TOPSOIL (4") AND SEED ALL DISTURBED TURF AREAS.

8. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE

ARCHITECT/ENGINEER PRIOR TO INSTALLATION. PROVIDE CERTIFICATION FOR ALL

IMPORTED TOPSOIL.

9. ALL NON-ADA PARKING LOT HATCH STRIPING SHALL BE WHITE STRIPING PAINT, AT

45 DEGREE ANGLE, WITH 18" SEPARATION OF HATCH LINES. SEE SPECIFICATIONS

FOR FURTHER INFORMATION.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE

SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

LIMIT OF WORK LINE

STANDARD DUTY ASPHALT W/ NEW BASE C5.0

STANDARD DUTY ASPHALT ON EX. BASE C5.0

CRUSH AND SHAPE: STANDARD DUTY ASPHALT C5.0

HEAVY DUTY ASPHALT W/ NEW BASE C5.0

HEAVY DUTY ASPHALT ON EX. BASE C5.0

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

LANDSCAPE RESTORATION - 4"

TOPSOIL AND HYDROSEED

PROPOSED FENCE

CONCRETE CURB & GUTTER

C5.1

3 4' CHAINLINK FENCE

GUARDRAIL

C5.0

11 2' DIAMETER CATCH

BASIN

C5.0

3 STANDARD DUTY ASPHALT

PAVEMENT ON EX. BASE

C5.1

1STANDARD CURB AND

GUTTER (MDOT F4)

ADD A

LT

A D

D A

LT #1

C5.0

C5.0

E. PATROL RD.

MAINTENANCE AREA

PROPOSED BASIN

(SEE SHEET C4.1 FOR GRADING

AND CONTOURING)

4' CHAINLINK

FENCE SHALL

NOT CONNECT

TO EXISTING

FENCING (3 FOOT

SEPARATION)

C5.0

9CAR PARKING STRIPING

LANDSCAPE

RESTORATION

LANDSCAPE

RESTORATION

NOTE:

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING

UTILITIES, WHERE UTILITIES ARE SUSPECTED,

HYDROEXCAVATION WILL BE REQUIRED

NOTE:

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING

UTILITIES, WHERE UTILITIES ARE SUSPECTED,

HYDROEXCAVATION WILL BE REQUIRED

NOTE:

ALL SPOILS FROM EXCAVATION SHALL BE DEPOSITED

ON SITE, SOUTH OF THE MAINTENANCE BUILDING. THIS

WORK SHALL BE COMPLETED EARLY IN THE PROJECT

C5.1

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WATER TOWER

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FACILITY

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PP

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SENSOR

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SENSOR

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SATELLITE DISHES

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MAINTENANCE BUILDING

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POLE BARN

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POLE BARN

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POLE BARN

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POLE BARN

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22329.SMD

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SHEET

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IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: PT

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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

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AutoCAD SHX Text U

AutoCAD SHX Text C

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AutoCAD SHX Text C

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AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

Layout and Materials Plan - E. Patrol Rd. and Maintenance Area

123030

153028

MOTORCYCLE

ONLY

BUS PARKING

ONLY

BU

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PA

RK

IN

G

O N

LY

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0'

TY

P.

18.00' 24.00'

.0

0'

18.00'

24.00'

24.00'

20.00'

20.00'

10.00' 8.00'11.00' 8.00'

20.00'

.0

0'

13.70' 13.85

18.00' 24.00'

24.00'

18.00' 24.00'

18.00'

18.00' 18.00'

18.00'

10.00'18.00' 24.00'

10.00'

14.00'

.0

0'

10.00'

.2

5'

10.00'

10.00'

10.00' 10.00'

N 308.35 E 5168.22

N 339.90 E 5168.14

N 340.36 E 5231.31

N 308.35 E 5136.22

N 340.01 E 5136.14

N 340.16 E 5096.15

N 362.37 E 5038.93

N 394.86 E 5039.35

N 394.86 E 5066.22

N 565.04 E 5066.26

R3.00'

R4.00'

R3 .0

0'

R3.00'

R5.

R6.00'

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R2.00'

R3.

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R3.00'

N 340.36 E 5238.23

N 331.29 E 5316.99

N 331.29 E 5513.00

N 349.10 E 5534.05

N 349.35 E 5674.48

N 381.13 E 5793.33

N 408.09 E 5809.01

N 571.95 E 5765.57

R3.00'

R3.00'

.0

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.0

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.0

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.0

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N 378.82 E 5326.96

N 386.61 E 5251.24

N 538.05 E 5250.96 N 530.35

E 5327.93

N 501.80 E 5560.74

N 502.39 E 5511.25

N 564.19 E 5274.30

N 379.19 E 5512.04

N 516.92 E 5590.77

N 381.74 E 5626.46

N 585.28 E 5242.65

N 586.75 E 5224.31

6.

18.00' 18.00' 24.00' 18.00' 18.00'

18.00'24.00'18.00'18.00'18.00'24.00'17.68'

7.00'

5.00'

5.

.7

0' 16.52'

159.33' 32.15' 40.95'

3.25'

91.54' 71.33'

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C3 .2

LAYOUT & MATERIALS NOTES

LAYOUT & MATERIALS LEGEND

Know what's below.

before you dig.Call

R

8040200

SCALE: 1" = 40'

160 240

C5.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

C5.0

2 STANDARD DUTY ASPHALT

PAVEMENT W/ NEW BASE

C5.0

3STANDARD DUTY ASPHALT

ON EXISTING BASE

C5.0

6 CRUSH AND SHAPE:

STANDARD DUTY ASPHALT

C5.0

1 STANDARD DUTY

CONCRETE PAVEMENT

C5.0

1 STANDARD DUTY

CONCRETE PAVEMENT

C5.0

8 STRAIGHT CURB

C5.0

12 ROLL CURB &

GUTTER

C5.0

12 ROLL CURB &

GUTTER

LIMIT OF WORK LINE

C5.0

4HEAVY DUTY ASPHALT

W/ NEW BASE

C5.0

1 HEAVY DUTY CONCRETE

PAVEMENT

C5.0

1HEAVY DUTY

CONCRETE PAVEMENT

C5.0

3 STANDARD DUTY ASPHALT

ON EXISTING BASE

C5.1

STANDARD CURB

AND GUTTER

(MDOT F4)

C5.1

2 CURB SPILLWAY

TYP.

C5.0

12ROLL CURB &

GUTTER

C5.1

1 STANDARD CURB AND

GUTTER (MDOT F4)

C5.0

8STRAIGHT CURB

C5.1

4 PEDESTRIAN CROSSWALK

STRIPING, TYP.

C5.0

10BARRIER FREE PARKING

STALL STRIPING, TYP.

PARKING SUMMARY

PROVIDED: 298 SPACES (8 ACCESSIBLE, 2 EXTENDED BUS SPOTS)

STANDARD DUTY ASPHALT W/ NEW BASE

STANDARD DUTY ASPHALT ON EX. BASE

CRUSH AND SHAPE: STANDARD DUTY ASPHALT

HEAVY DUTY ASPHALT W/ NEW BASE

HEAVY DUTY ASPHALT ON EX. BASE

C5.0

5 HEAVY DUTY ASPHALT

ON EX. BASE

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

LANDSCAPE RESTORATION - 4"

TOPSOIL AND HYDROSEED

PROPOSED FENCE

CONCRETE CURB & GUTTER

CONCRETE ISLAND

W/ STRAIGHT CURB

C5.1

2CURB SPILLWAY

TYP.

DOUBLE WHITE LINE STRIPING

(4" PAINTED STRIPE, 8" SEPARATION)

C5.1

5 GRAVEL PAVING

GRAVEL PAVEMENT

C5.2

2 CURB RAMP

TYPE P

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.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE FOLLOWING: NORTHINGS:

540,000; EASTINGS: 12,920,000

7. TOPSOIL (4") AND SEED ALL DISTURBED TURF AREAS.

8. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE

ARCHITECT/ENGINEER PRIOR TO INSTALLATION. PROVIDE CERTIFICATION FOR ALL IMPORTED

TOPSOIL.

9. ALL NON-ADA PARKING LOT HATCH STRIPING SHALL BE WHITE STRIPING PAINT, AT 45 DEGREE ANGLE, WITH 18" SEPARATION OF HATCH LINES. SEE SPECIFICATIONS FOR FURTHER INFORMATION.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE SUSPECTED, HYDROEXCAVATING WILL BE

REQUIRED.

SOUTH PARKING LOT

C5.0

C5.0

C5.0

C5.0

C5.0

C5.0

C5.0

C5.1

SALVAGED SIGNS

C5.2

1PAVEMENT MARKING

ARROWS

C5.2

2CURB RAMP

TYPE P

C5.2

3 CURB RAMP

TYPE R

AutoCAD SHX Text T

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VAN ACCESSIBLE

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VAN ACCESSIBLE

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VAN ACCESSIBLE

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LOADING ZONE

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VAN ACCESSIBLE

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22329.SMD

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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: PT

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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

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AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

Layout And Materials Plan - South Parking Lot

UM

E

PL

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C4 .0Know what's below.

before you dig.Call

R

16080400

SCALE: 1" = 80'

240 320

GRADING NOTES

UTILITIES NOTES

GRADING & DRAINAGE LEGEND

CONTRACTOR TO

MATCH EXISTING GRADE

OF GRAVEL PATROL

ROAD

CONTRACTOR SHALL GRADE

2.0% CROSS SLOPE

CONTRACTOR SHALL GRADE

2.0% CROSS SLOPE

SEE SHEET C4.1

SEE SHEET C4.1

SEE SHEET C4.1

SOUTH PARKING LOT ENLARGEMENT

SEE SHEET C4.2

E. PATROL RD. AND MAINTENANCE AREA ENLARGEMENTS

SEE SHEET C4.1

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22329.SMD

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: PT

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

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AutoCAD SHX Text I

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AutoCAD SHX Text I

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AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

Grading and Drainage Plan - Patrol Rd. and Overall

2 79 1 789 788

784 783

3784785786 787788

788 787

RIM 59.15

BC 50.78

TC 51.39+

BC 52.80

TC 53.19

BC 52.50

TC 52.89

BC 53.00

TC 53.39 HP

ME 50.00

50.84

51.00 +

52.00

ME 53.04 +

ME 53.10 +

ME 53.06 +

ME 54.02

ME 54.46 +

ME 54.33

ME 54.28 +

ME 54.88

ME

55.03+

+ME

53.76

+ME

52.27

ME 60.50

AJD RIM

+AJD RIM

+AJD RIM

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1. 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.

2. 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.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

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

UTILITIES NOTES

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

80.84

PROPOSED RIM ELEVATION (+ 700)

PROPOSED SPOT GRADE (+ 700)

PROPOSED TOP OF CURB GRADE (+ 700)TC 77.52

RIM 89.00

ME MATCH EXISTING GRADE

PROPOSED BOTTOM OF CURB GRADE (+ 700)BC 77.02

Know what's below.

before you dig.Call

R

8040200

SCALE: 1" = 40'

160 240

PROPOSED POND

1:6 SLOPES

PROPOSED STORM LINE

PROPOSED STORM WATER STRUCTURE

STR

30LF 12" CLIV RCP, @ MIN 0.50%

(TIE INTO EX. STRUCTURE)

PROPOSED GRAVEL RD.

(BY OTHERS)

PROPOSED SLOPE DIRECTION

C5.0

11 2' DIAMETER CATCH

BASIN

CONTRACTOR TO MATCH EXISTING

GRADE OF PATROL ROAD

(SOUTH OF UPDATED GRADING AS

INDICATED ON SHEET)

CONTRACTOR TO MATCH EXISTING GRADE OF PATROL ROAD

(SOUTH OF UPDATED GRADING AS INDICATED ON SHEET)

CONTRACTOR TO MATCH EXISTING GRADE OF PATROL ROAD

(NORTH OF UPDATED GRADING AS INDICATED ON SHEET)

CONTRACTOR TO MATCH EXISTING

GRADE OF PATROL ROAD

(NORTHWEST OF UPDATED

GRADING AS INDICATED ON SHEET)

ADD A

LT

A D

D A

LT #1

12" W I.E. = 755.45

12" E 755.25 (CORE NEW)

GRADING NOTES

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY.

2. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT.

3. 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 ENGINEER FOR RESOLUTION.

4. CONTRACTOR SHALL CONFIRM ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION. WORK COMPLETED WITHOUT APPROVAL MAY BE REJECTED.

5. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER

CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ON TO THE SITE.

6. ALL PROPOSED GRADES ARE TO MEET AND BLEND WITH EXISTING GRADES.

7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIR 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 THEIR OPERATIONS.

8. CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY DRAINAGE PROBLEMS , WHICH ARE A RESULT OF THE CONTRACTOR'S ACTIVITIES.

9. EXISTING TREES TO REMAIN SHALL BE PROTECTED. EXTREME CARE SHOULD BE TAKEN TO AVOID DISRUPTION OF ROOTS. ALL GRADING BENEATH TREE CANOPY SHALL BE

DONE BY HAND. NO HEAVY EQUIPMENT IS ALLOWED BENEATH TREE CANOPY.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

11. ALL SPOILS FROM EXCAVATION SHALL BE DEPOSITED ON SITE, SOUTH OF THE MAINTENANCE BUILDING. THIS WORK SHALL BE COMPLETED EARLY IN THE PROJECT

NOTE:

ALL EXCAVATED SPOILS SHALL BE

DEPOSITED APPROXIMATELY 75

YARDS TO THE SOUTH OF THIS

DRIVE (BASE BID)

E. PATROL RD.

MAINTENANCE AREA

EXISTING SPOT GRADE

NOTE:

ALL SPOILS FROM EXCAVATION SHALL BE DEPOSITED

ON SITE, SOUTH OF THE MAINTENANCE BUILDING. THIS

WORK SHALL BE COMPLETED EARLY IN THE PROJECT

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AutoCAD SHX Text 787.73

AutoCAD SHX Text 791.59

AutoCAD SHX Text 788.78

AutoCAD SHX Text 786.67

AutoCAD SHX Text 785.64

AutoCAD SHX Text 790.93

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AutoCAD SHX Text 781.34

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WATER TOWER

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FACILITY

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TRANSFORMER ON CONC PAD (TYP.)

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WATER MH RIM 799.56 24" E-W 790.9

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WATER MH RIM 800.07 24" E-W 791.4

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WATER MH RIM 799.34 24" N-S 791.2

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BASIN 248,000 GAL.

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755.28 BLDG COR

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753.85 BLDG COR

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754.34 BLDG COR

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756.31 BLDG COR

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759.80 BLDG COR

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759.35 BLDG COR

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758.56 BLDG COR

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756.73 BLDG COR

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AutoCAD SHX Text 754.08

AutoCAD SHX Text 753.92

AutoCAD SHX Text 754.22

AutoCAD SHX Text 754.95

AutoCAD SHX Text 751.77

AutoCAD SHX Text 753.44

AutoCAD SHX Text 753.44

AutoCAD SHX Text 755.92

AutoCAD SHX Text 752.37

AutoCAD SHX Text 749.40

AutoCAD SHX Text 748.93

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MAINTENANCE BUILDING

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POLE BARN

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POLE BARN

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POLE BARN

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POLE BARN

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22329.SMD

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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: PT

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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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APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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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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STATE FACILITIES ADMINISTRATION

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ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text Grading and Drainage Plan - E. Patrol Rd. and Maintenance Area

950.8

BC 65.12

TC 65.51

BC 68.00

TC 68.50

BC 66.92

TC 67.53

BC 66.33

TC 66.72+

BC 66.21

TC 66.60+

BC 66.12

TC 66.51+

BC 65.91

TC 66.30+

HP+BC 66.33

TC 66.72

+BC 66.04

TC 66.43

BC 65.81

TC 66.20+

765 76

761 760

BC 67.00

TC 67.39

BC 66.70

TC 67.09

BC 66.57

TC 66.96

BC 67.78

TC 68.28

BC 67.58

TC 68.08

BC 65.35

TC 65.85

BC 67.21

TC 67.71

BC 67.04

TC 67.54

BC

65.70

TC

66.09

BC 66.15

TC 66.54

BC 68.13

TC 68.74

BC 67.75

TC 68.36

BC 67.41

TC 68.02

BC 66.04

TC 66.43

BC 63.64

TC 64.03

BC 63.62

TC 64.12 +

61.39+

BC 61.46

TC 61.96

BC 59.85

TC 60.46

BC 57.03

TC 57.64

BC 57.53

TC 58.14

BC 58.03

TC 58.64

BC 57.02

BC 57.00

TC 57.39 +

BC 56.53

TC 56.92

BC 55.06

TC 55.45

BC 55.43

TC 55.82+

BC 55.79

TC 56.18

BC 55.00

TC 55.39

BC 52.58

TC 52.97 +

BC 52.67 +

BC 55.54

TC 55.93

BC 54.90

TC 55.29 +

BC 58.16

TC 58.66

BC 55.75

TC 56.25

BC 54.31

TC 54.70

BC 57.36

TC 57.86+

BC 53.89

TC 54.28 +

BC 55.89

TC 56.28

BC 53.18

TC 53.57

BC 56.76

TC 57.26+

BC 58.25

TC 58.64

BC 57.02

TC 57.41 +

BC 56.65

TC 57.04 +

BC 56.01

TC 56.40

BC 58.18

TC 58.57

61.19

61.12

61.39+

BC 61.46

TC 61.96

BC 59.85

TC 60.46

BC 57.02

TC 57.63

BC 58.16

TC 58.66

BC 58.25

BC 58.18

EP 57.52

EP 57.52

EP 58.90

68.59 68.27 68.17 67.80 67.63

65.27

64.20

56.71

57.04+

57.70

56.00

57.26

57.59+

58.25

57.91

ADJ RIM+

ADJ RIM+

ADJ RIM+

TC 66.38

BC 65.88

TC 65.18

BC 64.68

BC/TC

65.69

BC/TC

65.12

+66.47 +

65.78

65.94

65.21

56.00+

66.35+

EP 58.90

5.00' 5.00' 6.00' 5.00'

5.00' 5.00'

5.00'

5.

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5.00' 6.00' 5.00' 5.00'

5.

5.

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ph

R i

C4 .2

1. 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.

2. 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.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY

DAMAGE INCURRED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

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

5. SEE ARCHITECTURAL AND MECHANICAL SHEETS FOR CONTINUATION OF UTILITIES WITHIN STRUCTURES.

UTILITIES NOTES

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

80.84 PROPOSED SPOT GRADE (+ 700)

PROPOSED TOP OF CURB GRADE (+ 700)TC 77.52

ME MATCH EXISTING GRADE

PROPOSED BOTTOM OF CURB GRADE (+ 700)BC 77.02

Know what's below.

before you dig.Call

R

8040200

SCALE: 1" = 40'

160 240

GRADING NOTES

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE

ELEVATIONS ACCORDINGLY.

2. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT.

3. 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 ENGINEER FOR RESOLUTION.

4. CONTRACTOR SHALL CONFIRM ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION. WORK

COMPLETED WITHOUT APPROVAL MAY BE REJECTED.

5. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN

EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND

MOVED ON TO THE SITE.

6. ALL PROPOSED GRADES ARE TO MEET AND BLEND WITH EXISTING GRADES.

7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIR 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 THEIR OPERATIONS.

8. CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY DRAINAGE PROBLEMS , WHICH ARE A RESULT OF THE

CONTRACTOR'S ACTIVITIES.

9. EXISTING TREES TO REMAIN SHALL BE PROTECTED. EXTREME CARE SHOULD BE TAKEN TO AVOID DISRUPTION OF ROOTS. ALL GRADING BENEATH TREE CANOPY SHALL BE DONE BY HAND. NO HEAVY EQUIPMENT IS ALLOWED

BENEATH TREE CANOPY.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

11. ALL SPOILS FROM EXCAVATION SHALL BE DEPOSITED ON SITE, SOUTH OF THE MAINTENANCE BUILDING. THIS

WORK SHALL BE COMPLETED EARLY IN THE PROJECT

ENLARGEMENT 'A'

ENLARGEMENT 'B' ENLARGEMENT 'C'

ENLARGEMENT 'A'

ENLARGEMENT 'B'

ENLARGEMENT 'C'

EP 60.16

TW 60.42/M.E.

EP/TW

60.09

EP/TW

60.07

EP/TW

60.06

EP 60.14

TW 60.35/M.E.

+++++ 60.12 60.37/M.E.

60.50/M.E.

60.16

61.7761.77

61.87/M.E.

1" = 10'-0"

1" = 10'-0" 1" = 10'-0"

C4.2 C4.2

C4.2

61.87/M.E.

60.14

60.21

60.23

+60.73/M.E. + 60.71/M.E.

60.58

60.66

60.13

2%

MAX

2% MAX

8.33%

MAX

8.33%

MAX

8.33%

MAX2%

MAX

8.33%

MAX

2%

MAX

8.33%

MAX

2%

MAX

2%

MAX

8.33%

MAX

8.33%

MAX

2%

MAX

8.33%

MAX

EP 59.10

TW 59.61/M.E.

EP/TW

59.18

EP/TW

59.23

EP/TW

59.28

EP 59.35

TW 59.80/M.E.

+59.87/M.E.

59.35 +

+59.74

59.29

+59.36

59.81

59.26

59.3459.39

+ 59.79/M.E.

59.83/M.E.

2%

MAX

4%

1%

1%

1%

2.5%

4%

SIDEWALK SLOPE

MAX 4.75%

2.5%

2.5%

2%

2%

2%

4%

4%

2%

2%

ENLARGEMENT 'D'

1" = 10'-0"

ENLARGEMENT 'D'

C4.2

EP 60.45/ M.E.

EP 60.34/ M.E.

2%

MAX

+60.36

8.33%

MAX

8.33%

MAX

60.34

60.32

EP 60.55/ M.E.

+ EP 60.63/ M.E.

SOUTH PARKING LOT

EXISTING SPOT GRADE

PROPOSED SLOPE DIRECTION

11.7%

AutoCAD SHX Text " r

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STORM MH RIM 754.64 12" SW 752.2

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STORM MH RIM 753.30 12" NE 750.3

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AutoCAD SHX Text 755.09

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AutoCAD SHX Text 756.02

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AutoCAD SHX Text 759.15

AutoCAD SHX Text 759.00

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AutoCAD SHX Text 756.63

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AutoCAD SHX Text 758.01

AutoCAD SHX Text 755.48

AutoCAD SHX Text 755.38

AutoCAD SHX Text 755.38

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AutoCAD SHX Text 756.65

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AutoCAD SHX Text 757.62

AutoCAD SHX Text 756.91

AutoCAD SHX Text 756.19

AutoCAD SHX Text 755.46

AutoCAD SHX Text 756.32

AutoCAD SHX Text 756.98

AutoCAD SHX Text 757.47

AutoCAD SHX Text 757.33

AutoCAD SHX Text 756.92

AutoCAD SHX Text 756.54

AutoCAD SHX Text 756.12

AutoCAD SHX Text 754.85

AutoCAD SHX Text 754.54

AutoCAD SHX Text 754.61

AutoCAD SHX Text 754.69

AutoCAD SHX Text 754.91

AutoCAD SHX Text 754.90

AutoCAD SHX Text 755.18

AutoCAD SHX Text 755.37

AutoCAD SHX Text 755.48

AutoCAD SHX Text 755.80

AutoCAD SHX Text 756.14

AutoCAD SHX Text 756.54

AutoCAD SHX Text 756.77

AutoCAD SHX Text 757.05

AutoCAD SHX Text 757.21

AutoCAD SHX Text 757.55

AutoCAD SHX Text 757.93

AutoCAD SHX Text 758.40

AutoCAD SHX Text 758.85

AutoCAD SHX Text 758.94

AutoCAD SHX Text 759.52

AutoCAD SHX Text 760.35

AutoCAD SHX Text 760.27

AutoCAD SHX Text 760.09

AutoCAD SHX Text 760.10

AutoCAD SHX Text 759.88

AutoCAD SHX Text 760.00

AutoCAD SHX Text 759.76

AutoCAD SHX Text 759.86

AutoCAD SHX Text 760.05

AutoCAD SHX Text 759.48

AutoCAD SHX Text 759.68

AutoCAD SHX Text 759.73

AutoCAD SHX Text 759.07

AutoCAD SHX Text 758.89

AutoCAD SHX Text 759.20

AutoCAD SHX Text 757.72

AutoCAD SHX Text 757.60

AutoCAD SHX Text 757.87

AutoCAD SHX Text 756.84

AutoCAD SHX Text 756.76

AutoCAD SHX Text 756.71

AutoCAD SHX Text 757.20

AutoCAD SHX Text 756.30

AutoCAD SHX Text 759.75

AutoCAD SHX Text T

AutoCAD SHX Text R

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AutoCAD SHX Text C

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STORM CB RIM 754.86

AutoCAD SHX Text

STORM CURB INLET

AutoCAD SHX Text

STORM CB RIM 754.20

AutoCAD SHX Text 759.86

AutoCAD SHX Text 759.74

AutoCAD SHX Text 759.51

AutoCAD SHX Text 759.07

AutoCAD SHX Text 758.89

AutoCAD SHX Text 759.20

AutoCAD SHX Text 761.47

AutoCAD SHX Text C

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AutoCAD SHX Text 760.15

AutoCAD SHX Text 760.19

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AutoCAD SHX Text 760.07

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AutoCAD SHX Text 760.00

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AutoCAD SHX Text 760.34

AutoCAD SHX Text 760.19

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22329.SMD

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: PT

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

APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text Grading and Drainage Plan - South Parking Lot

950.8

UM

E

PL

UR

IB

U

I N

E P

SI

R

A U

Q I

S M

A N

E C

M A

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

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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

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C5 .0

NO SCALE

Concrete Pavement

NOTES:

1. EXPANSION JOINTS SHALL BE INSTALLED SUCH THAT NO SINGLE DIMENSION EXCEEDS 50 FT.

AREA BETWEEN EXPANSIONS JOINTS NOT TO EXCEED 320 SQ FT.

2. 1/2 " EXPANSION PAPER SHALL BE PLACED AT ALL LOCATIONS THAT NEW SIDEWALK ABUTS

CONCRETE CURB, EXISTING SIDEWALK, LIGHT POLE BASES AND RETAINING WALLS.

3. SNAP-CAP EXPANSION JOINT STRIPS CAN BE USED ON ALL EXPANSION JOINTS

4. ALL EXPANSION JOINTS SHALL BE SEALED.

5. BROOM FINISH PARALLEL TO JOINTS AND PERPENDICULAR TO TRAFFIC (IF BROOMING PATTERN

NOT SHOWN).

COMPACTED SUBGRADE

6" MDOT CL II GRANULAR

MATERIAL COMPACTED TO 98% OF

MAX. DENSITY UNDER PAVEMENT.

6" 6"

1/2" WIDE HAND TOOLED CONTROL JOINT

TO A MIN DEPTH OF 1". TOTAL DEPTH OF

CONTROL JOINT MUST BE 1/4 OF SLAB

THICKNESS. IF SAWCUT IS REQUIRED TO

MEET THIS DEPTH, IT MUST BE COMPLETED

WITHIN 24 HOURS AFTER HAND TOOLING.

8" 6"

H

EA

V Y

D U

TY

ST

A

N D

A

RD

D U

TY

C5.0

7EXPANSION JOINT

SEE PLANS & NOTE BELOW.

ADJACENT TREATMENT VARIES

JOINT FILLER

1/ 2"

1/2" BACKER ROD

PREMOLDED FIBER

POLYSEALANT

COMPACTED BASE

CONCRETE SIDEWALK OR SLAB

7 Expansion & Control Joint

NO SCALE

NOTE: SEALANT JOINT SHALL OCCUR

AT ALL EXPANSION JOINTS INDICATED

ON PLANS AND WHERE CONCRETE

WALKS ABUTT SUPPORTED CONCRETE

SLABS, BUILDING WALL, RETAINING

WALLS, OR CURBS.

NO SCALE

Barrier Free Parking Stall Striping o

AS DIMENSIONED

ON PLAN

AS DIMENSIONED

ON PLAN

18"

UNIVERSAL BARRIER

FREE PARKING

SYMBOL

4" BLUE PARKING

SPACE STRIPE

4" YELLOW DIVIDER STRIPE, AS

SPEC'D

4" BLUE

AISLE STRIPE

NO SCALE

Car Parking Striping

NOTE:

DIMENSIONS ARE TYPICAL FOR

EACH PARKING STALL UNLESS

NOTED OTHERWISE ON PLANS

4" WHITE PARKING

SPACE STRIPE

A S

D

IM

EN

SI

O N

ED

O

N P

LA

N

S

AS DIMENSIONED ON PLANS

S S

EXISTING CONDITION

S S

1.

5"

6" M

IN

REMOVE EXISTING

2"- 4.5" BIT.

PAVEMENT

NO SCALE

Standard Duty Asphalt Pavement On Ex. Base

2"

S S

EXISTING CONDITION

S S

1.

5"

8" M

IN

REMOVE EXISTING

1"- 1.5" BIT.

PAVEMENT & 5.5"-

5.75" CONC.

NO SCALE

Heavy Duty Asphalt Pavement On Ex. Base

2.

5"

EXISTING 5"- 11"

BASE MATERIAL

EXISTING 4.5"- 7"

BASE MATERIAL

COMPACT AND PROOF ROLL SUBGRADE.

INSTALL NEW MDOT 21AA AGGREGATE BASE,

IF NECESSARY UNDERCUT AT DIRECTION OF

ENGINEER.

S

EXISTING CONDITION

S S

1.

5"

6"

REMOVE EXISTING

GRASS/TOPSOIL

OR EXISTING

PAVEMENT

NO SCALE

Standard Duty Asphalt Pavement with New Base

2"

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 13A LEVELING

COURSE

REMOVE EXISTING

SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION

AND BASE

MATERIAL

COMPACTED AGGREGATE

BASE MATERIAL AS SPECIFIED

COMPACTED SUBGRADE

COMPACTED GRANULAR

SUBBASE AS SPECIFIED

PROPOSED PROPOSED

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 13A LEVELING

COURSE

S

EXISTING CONDITION

S S

1.

5"

8"

REMOVE EXISTING

GRASS/TOPSOIL

OR EXISTING

PAVEMENT

NO SCALE

Heavy Duty Asphalt Pavement with New Base

2.

5"

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.5" MDOT 13A LEVELING

COURSE

REMOVE EXISTING

SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION

AND BASE

MATERIAL

COMPACTED AGGREGATE

BASE MATERIAL AS SPECIFIED

COMPACTED SUBGRADE

COMPACTED GRANULAR

SUBBASE AS SPECIFIED

PROPOSED

COMPACT AND PROOF ROLL SUBGRADE.

INSTALL NEW MDOT 21AA AGGREGATE BASE,

IF NECESSARY UNDERCUT AT DIRECTION OF

ENGINEER.

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.5" MDOT 13A LEVELING

COURSE

NO SCALE

Straight Curb

ADJACENT CONCRETE PAVEMENT

PER PLAN

CONC. STRAIGHT CURB WITH LIGHT

BROOM FINISH PARALLEL TO ROADWAY

#4 REBAR CONTINUOUS

ADJACENT BITUMINOUS

PAVEMENT PER PLAN

COMPACTED SUBGRADE

6"

0.50'

4"

NO SCALE

Roll Curb & Gutter / MDOT D2 (Mod.)

12"R6"R

ADJACENT GRASS

DROP CURB

6" COMPACTED AGGREGATE

BASE AS SPECIFIED

COMPACTED SUBGRADE

#4 REBAR

CONCRETE CURB & GUTTER

WITH LIGHT BROOM FINISH

PARALLEL TO ROADWAY

2'-0"

4" 10" 10"

3"

1' -2

4"

0.

9"

7"

4"

S S

EXISTING CONDITION

S S 1.

5" 8"

M

IN

PULVERIZE

EXISTING 2"-3.5"

BIT. PAVEMENT

NO SCALE

Crush and Shape, Standard Duty Asphalt

2"

EXISTING 5"-8"

TOTAL

AGGREGATE BASE

TO REMAIN

PROOFROLL EXISTING AGGREGATE BASE

PLACE 1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

PLACE 2.0" MDOT 13A

LEVELING COURSE

SHAPE & COMPACT 3"

EXISTING BIT MATERIAL

3"

4" WHITE DIVIDER STRIPE, AS SPEC'D

NO SCALE

2' Diameter Inlet

PRECAST CONCRETE ADJ. RINGS

PRECAST CONCRETE MANHOLE SECTION

MIN. 10' LENGTHS OF 6" WRAPPED

SUBDRAIN PIPE UNDER PAVEMENT;

NOT REQ'D UNDER LAWN

PRECAST OR POURED-IN-PLACE

CONCRETE BASE AS SPECIFIED

COMPACTED GRANULAR

MATERIAL AS SPECIFIED, MIN. 4"

UNDISTURBED SUBGRADE

2'-0" DIA.

DIPPED EJIW 1040, TYPE M2 OPEN GRATE,

OR NEENAH R-1642, R-2501 OPEN GRATE,

OR APPROVED EQUAL ; SET IN 1" MORTAR

OUTLET PIPE

(RUBBER BOOT CONNECTION TO STRUCTURE)

M

IN

NOTE:

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING

UTILITIES, WHERE UTILITIES ARE SUSPECTED,

HYDROEXCAVATION WILL BE REQUIRED

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22329.SMD

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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: PT

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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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APRL 12, 2023

AutoCAD SHX Text Client Handlon Correctional Facility - Paving Improvement Project

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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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STATE FACILITIES…

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File details come from the government source that posted it. Updated .