Handlon CF - Bid Set Part 1.pdf

PDF 4 MB Posted May 5, 2023

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 · Apr 3, 2024

This document is a Bid Set for the Handlon Correctional Facility - Paving Improvement Project, issued by the Michigan Department of Correction/Handlon Correctional Facility. The project involves pulverizing and removing existing bituminous asphalt and gravel, installing storm drainage and grading improvements, and repaving the patrol road, maintenance area, and south parking lot. Bids are due on 5/10/23, and the project is located at 1728 Bluewater Hwy, Ionia, MI 48846. The document includes detailed plans, demolition and sedimentation/erosion control measures, and specifications.

The bid documents do not provide details on pricing, set-asides, incumbents, funding sources, or other contract terms. The contract will be awarded by the Michigan Department of Technology, Management and Budget, State Facilities Administration for the Michigan Department of Correction.

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MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf	PDF	May 5, 2023
Handlon CF - Bid Set Part 2.pdf	PDF	May 5, 2023
00120 Supplementary Instructions - MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf	PDF	May 5, 2023
221565 Handlon Correctional Facility Improvements.pdf	PDF	May 5, 2023
DTMB Addendum 1 - Handlon.pdf	PDF	May 5, 2023
DTMB0415 AdvertismentRev 0222.pdf	PDF	May 5, 2023
00300 Bid Form Article 7 - MICHSpec (Rev03-2022) V1.4 - Handlon CF.pdf	PDF	May 5, 2023

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LOCATION MAP

No Scale

HANDLON CORRECTIONAL FACILITY - PAVING IMPROVEMENT PROJECT Date Issued: 4/12/23

Issued for: BIDS MICHIGAN DEPARTMENT OF CORRECTION/HANDLON CORRECTIONAL FACILITY Bids Due: 5/10/23

CODES AND STANDARDS

CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.

CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

INCLUDING NFPA 20, NFPA 7b, AND NFPA 70e.

CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.

GENERAL NOTES

CONTRACTOR EMPLOYEES SHALL HAVE USE OF THE STATE OF MICHIGAN INDOOR

BATHROOM FACILITIES.

DIMENSIONS SHOWN WERE DETERMINED BY FIELD MEASUREMENTS. ALL BIDDERS SHALL

PROVIDE THEIR OWN MEASUREMENTS AND QUANTITIES, FOR ALL REQUIRED WORK AND

SHALL BE RESPONSIBLE FOR THOSE AMOUNTS FOR A COMPLETE JOB WITH NO ADDITIONAL

COSTS TO THE STATE AFTER AWARD OF THE CONTRACT.

DAMAGE TO PAVEMENT, LAWNS, SHRUBS, TREES, FENCING, BUILDINGS, OR OTHER

STRUCTURES OR SITE APPURTENANCES, THAT RESULT FROM THE EXECUTION OF THIS

PROJECT, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

PRE-CONSTRUCTION PHOTO/VIDEO DOCUMENTATION REQUIRED.

OWNER

SHEET INDEX

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Professional Service Contractor

Cover Sheet C1.0 Existing Conditions Plan - Patrol Rd. and Overall C1.1 Existing Conditions Plan - E. Patrol Rd. and Maintenance Area C1.2 Existing Conditions Plan - South Parking Lot C2.0 SESC and Demo - Patrol Rd. and Overall C2.1 SESC and Demo - E. Patrol Rd. and Maintenance Area C2.2 SESC and Demo - South Parking Lot C2.3 SESC Details and Notes C3.0 Layout and Materials Plan - Patrol Rd. and Overall C3.1 Layout and Materials Plan - E. Patrol Rd. and Maintenance Area C3.2 Layout and Materials Plan - South Parking Lot C4.0 Grading and Drainage Plan - Patrol Rd. and Overall C4.1 Grading and Drainage Plan - E. Patrol Rd. and Maintenance Area C4.2 Grading and Drainage Plan - South Parking Lot C5.0 Site Details C5.1 Site Details C5.2 Site Details

IDENTIFICATION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

1728 Bluewater Hwy, Ionia, MI 48846

STATE FACILITIES ADMINISTRATION

FILE NO: 472/22329.SMD

Location Maps

NOT TO SCALE

IONIA

IONIAHANDLON

CORRECTIONAL

FACILITY

I-96

M -6

Blue

Hwy wate r

Gran d Rive r

Riverside Dr

Main St (M-21)

State of Michigan Project Director:

Scott DeKorte

TO LANSINGTO GRAND RAPIDS

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EXISTING CONDITIONS NOTES:

EXISTING CONDITIONS LEGEND:

C1 .0

SCALE: 1" = 100'

E. PATROL RD. ENLARGEMENT;

SEE SHEET C1.1

MAINTENANCE AREA ENLARGEMENT;

SEE SHEET C1.1

400200100500 300

SOUTH PARKING LOT ENLARGEMENT;

SEE SHEET C1.2

SEE SHEET C1.1 FOR EXISTING CONDITIONS NOTES

SEE SHEET C1.1 FOR EXISTING CONDITIONS LEGEND

LINEWORK FROM GOOGLE MAP TRACING

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE

IS COMPRISED OF:

SOIL TYPES

1. Coral Sandy Loam

2. Dighton Sandy Loam

2. Tekenink-Elmdale Loamy Sands

3. Tekenink-Spinks Loamy Sands

4. Mancelona-Chelsea Loamy Sands

5. McBride Sandy Clay Loam

6. McBride Sandy Loam

7. Nester Sandy Loam

8. Onekama Sandy Loam

9. Ulby Sandy Loam

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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 Existing Conditions Plan - Patrol Road and Overall

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PATROL ROAD

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PATROL ROAD

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PATROL ROAD

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WATER TOWER

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MAINTENANCE BUILDING

ADMIN BUILDING

W . L

BM #3065

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1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START

OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING UTILITIES AND SHALL

BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF

CONTRACTOR'S OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT

EXISTING CONDITIONS NOTES:

EXISTING CONDITIONS LEGEND:

GUY ANCHOR

CATCH BASIN - ROUND

BENCHMARK/CONTROL POINT

ELECTRIC MANHOLE

TRANSFORMER

BOLLARD

POWER POLE

TELEPHONE PEDESTAL

SIGN - SINGLE POST

FIBER OPTIC MARKER

HYDRANT

SOIL BORING LOCATION

SPOT ELEVATION

GAS HOOKUP

STORM MANHOLE

CONTOUR

ELECTRIC

UNDG GAS LINE

STORM

WATER

SANITARY

EDGE OF WOODS/TREE GROUPING, INDIVIDUAL

PROPERTY OR SECTION LINE

EASEMENT OR RIGHT OF WAY

COMMUNICATIONS

TREES NOT LOCATED WITHIN

TREES

C1 .1

8040200

SCALE: 1" = 40'

160 240

SURVEYOR

ARBOR LAND CONSULTANTS, INC.

PROFESSIONAL LAND SURVEYORS

6653 SCHNEIDER RD.

MANCHESTER, MI 48158

(734) 669-2960

WWW.ARBORLANDINC.COM

SANITARY MANHOLE

LIGHT

FENCELINE

WATER STRUCTURE

E. PATROL RD.

MAINTENANCE AREA

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AutoCAD SHX Text #3046

AutoCAD SHX Text #3049

AutoCAD SHX Text #3050

AutoCAD SHX Text #3051

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CONC.

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CONC.

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CONC.

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ASPH.

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CONC.

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CONC.

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CONC.

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SENSOR

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SENSOR

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ASPH. DRIVE

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ASPH. DRIVE

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GRAVEL

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CONC. CURB & GUTTER

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GRAVEL

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ASPH.

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ASPH.

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CONC.

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GRAVEL

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CONC. CURB & GUTTER

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ASPH.

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ASPH.

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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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PARKING STRIPE (TYP.)

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BM #3065 TOP OF BOLT ON NW CORNER OF LIGHT POLE BASE. ELEV. = 751.92' NAVD88

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AutoCAD SHX Text

PARKING STRIPE (TYP.)

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CONC.

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ASPH.

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ASPH.

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GRAVEL

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CONC.

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GRASS

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ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

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

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 F

AutoCAD SHX Text G

AutoCAD SHX Text

SAN

AutoCAD SHX Text

X" FW;DW;PW

AutoCAD SHX Text X" r

AutoCAD SHX Text

GAS

AutoCAD SHX Text Existing Conditions Plan - E. Patrol Rd. and Maintenance Area

AutoCAD SHX Text

AutoCAD SHX Text R

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AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text 750.00

CP #50

BM #424

I N

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C1 .2Know what's below.

before you dig.Call

8040200

SCALE: 1" = 40'

160 240

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START

OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING UTILITIES AND SHALL

BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF

CONTRACTOR'S OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT

EXISTING CONDITIONS NOTES:

EXISTING CONDITIONS LEGEND:

SURVEYOR

ARBOR LAND CONSULTANTS, INC.

PROFESSIONAL LAND SURVEYORS

6653 SCHNEIDER RD.

MANCHESTER, MI 48158

(734) 669-2960

WWW.ARBORLANDINC.COM

GUY ANCHOR

CATCH BASIN - ROUND

BENCHMARK/CONTROL POINT

ELECTRIC MANHOLE

TRANSFORMER

BOLLARD

POWER POLE

TELEPHONE PEDESTAL

SIGN - SINGLE POST

FIBER OPTIC MARKER

HYDRANT

SOIL BORING LOCATION

SPOT ELEVATION

GAS HOOKUP

STORM MANHOLE

CONTOUR

ELECTRIC

UNDG GAS LINE

STORM

WATER

SANITARY

EDGE OF WOODS/TREE GROUPING, INDIVIDUAL

PROPERTY OR SECTION LINE

EASEMENT OR RIGHT OF WAY

COMMUNICATIONS

TREES NOT LOCATED WITHIN

TREES

SANITARY MANHOLE

LIGHT

FENCELINE

WATER STRUCTURE

BENCHMARK #424

ARROW ON FIRE HYDRANT ON NORTH SIDE OF PARKING LOT.

ELEV. = 762.50 NAVD88

SOUTH PARKING LOT

AutoCAD SHX Text " r

AutoCAD SHX Text

STORM MH RIM 754.64 12" SW 752.2

AutoCAD SHX Text

STORM MH RIM 753.30 12" NE 750.3

AutoCAD SHX Text CONTROL POINT #50 SET CAPPED REBAR N. : 540349.841' 540349.841' E. : 12925262.751' 12925262.751' Z. : 765.10'765.10'

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. WALK

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CONC. WALK

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CONC. WALK

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ASPH.

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GRAVEL

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ASPH. PARKING LOT

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ASPH. PARKING LOT

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ASPH.

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GRASS

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GRASS

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GRASS

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GRASS

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LANDSCAPING

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COMM.

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CANOPY

AutoCAD SHX Text 767.66

AutoCAD SHX Text 767.72

AutoCAD SHX Text 767.78

AutoCAD SHX Text 767.26

AutoCAD SHX Text 767.48

AutoCAD SHX Text 768.11

AutoCAD SHX Text 767.77

AutoCAD SHX Text 766.90

AutoCAD SHX Text 766.08

AutoCAD SHX Text 766.80

AutoCAD SHX Text 766.38

AutoCAD SHX Text 765.14

AutoCAD SHX Text 765.35

AutoCAD SHX Text 765.90

AutoCAD SHX Text 765.49

AutoCAD SHX Text 765.44

AutoCAD SHX Text 765.87

AutoCAD SHX Text 766.20

AutoCAD SHX Text 766.00

AutoCAD SHX Text 765.86

AutoCAD SHX Text 765.07

AutoCAD SHX Text 764.14

AutoCAD SHX Text 756.84

AutoCAD SHX Text 756.25

AutoCAD SHX Text 755.50

AutoCAD SHX Text 754.99

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AutoCAD SHX Text 754.42

AutoCAD SHX Text 754.71

AutoCAD SHX Text 755.40

AutoCAD SHX Text 756.30

AutoCAD SHX Text 757.45

AutoCAD SHX Text 758.86

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AutoCAD SHX Text 763.52

AutoCAD SHX Text 764.28

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AutoCAD SHX Text 762.07

AutoCAD SHX Text 762.09

AutoCAD SHX Text 764.97

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AutoCAD SHX Text 762.42

AutoCAD SHX Text 761.98

AutoCAD SHX Text 764.32

AutoCAD SHX Text 766.30

AutoCAD SHX Text 765.47

AutoCAD SHX Text 764.87

AutoCAD SHX Text 762.53

AutoCAD SHX Text 762.12

AutoCAD SHX Text 760.81

AutoCAD SHX Text 767.71

AutoCAD SHX Text 767.50

AutoCAD SHX Text 767.33

AutoCAD SHX Text 767.16

AutoCAD SHX Text 766.93

AutoCAD SHX Text 763.23

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AutoCAD SHX Text 765.56

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AutoCAD SHX Text 761.76

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AutoCAD SHX Text 761.65

AutoCAD SHX Text 761.43

AutoCAD SHX Text 760.34

AutoCAD SHX Text 764.18

AutoCAD SHX Text 763.82

AutoCAD SHX Text 760.19

AutoCAD SHX Text 760.15

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AutoCAD SHX Text 760.13

AutoCAD SHX Text 760.07

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AutoCAD SHX Text 761.47

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AutoCAD SHX Text 759.92

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AutoCAD SHX Text 759.74

AutoCAD SHX Text 759.51

AutoCAD SHX Text 758.90

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AutoCAD SHX Text 756.13

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AutoCAD SHX Text 751.22

AutoCAD SHX Text 749.11

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AutoCAD SHX Text 752.97

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AutoCAD SHX Text 754.46

AutoCAD SHX Text 754.00

AutoCAD SHX Text 754.24

AutoCAD SHX Text 754.49

AutoCAD SHX Text 754.74

AutoCAD SHX Text 755.01

AutoCAD SHX Text 755.36

AutoCAD SHX Text 755.79

AutoCAD SHX Text 756.47

AutoCAD SHX Text 756.64

AutoCAD SHX Text 756.67

AutoCAD SHX Text 755.49

AutoCAD SHX Text 755.96

AutoCAD SHX Text 756.72

AutoCAD SHX Text 757.51

AutoCAD SHX Text 758.38

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AutoCAD SHX Text 755.53

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AutoCAD SHX Text 756.02

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AutoCAD SHX Text 758.01

AutoCAD SHX Text 758.06

AutoCAD SHX Text 759.15

AutoCAD SHX Text 759.00

AutoCAD SHX Text 756.24

AutoCAD SHX Text 756.63

AutoCAD SHX Text 757.28

AutoCAD SHX Text 758.01

AutoCAD SHX Text 755.48

AutoCAD SHX Text 755.38

AutoCAD SHX Text 755.94

AutoCAD SHX Text 756.36

AutoCAD SHX Text 756.65

AutoCAD SHX Text 755.91

AutoCAD SHX Text 757.61

AutoCAD SHX Text 757.67

AutoCAD SHX Text 759.08

AutoCAD SHX Text 758.64

AutoCAD SHX Text 758.00

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

PLANTER

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text

STORM CB RIM 754.86

AutoCAD SHX Text

STORM CURB INLET

AutoCAD SHX Text

STORM CB RIM 754.20

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 Existing Conditions Plan - South Parking Lot

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

SAN

AutoCAD SHX Text

X" FW;DW;PW

AutoCAD SHX Text X" r

AutoCAD SHX Text

GAS

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text 750.00

I N

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M A

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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

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B ec ke tt R ae d er

R i

Know what's below.

before you dig.Call

C2 .0

DEMOLITION & SESC LEGEND

SEE SHEET C2.1

DEMOLITION NOTES

SEE SHEET C2.3

SESC NOTES

400200100500 300

PULVERIZE

EXISTING

BITUMINOUS

ASPHALT

PULVERIZE EXISTING

BITUMINOUS ASPHALT

E. PATROL RD. ENLARGEMENT;

SEE SHEET C2.1

MAINTENANCE AREA ENLARGEMENT;

SEE SHEET C2.1

FENCINGP

SOUTH PARKING LOT ENLARGEMENT;

SEE SHEET C2.2

FENCINGP

SEE SHEET C2.1 FOR DEMO/SESC LEGEND

PULVERIZE EXISTING

BITUMINOUS ASPHALT

EXISTING ASPHALT AND BASER

EXISTING GRAVEL PATROL ROADR

LIGHTS, TYP.P

AutoCAD SHX Text C14

AutoCAD SHX Text C9

AutoCAD SHX Text C10

AutoCAD SHX Text C11

AutoCAD SHX Text C12

AutoCAD SHX Text C13

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

SESC and Demo - Patrol Road And Overall

W . L

I N

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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

C2 .1

DEMOLITION NOTES

SESC NOTES

PULVERIZE EXISTING BITUMINOUS

ASPHALT

PULVERIZE EXISTING

BITUMINOUS ASPHALT

PULVERIZE EXISTING

BITUMINOUS ASPHALT

PULVERIZE EXISTING

BITUMINOUS ASPHALT

REMOVE

EXISTING

GRAVEL ROAD

C2.3

3INLET FILTER,

TYP.

TREEP

CULVERT AND PIPER

Know what's below.

before you dig.Call

8040200

SCALE: 1" = 40'

160 240

LIGHTP

C2.3

3INLET FILTER,

TYP.

SATELLITE DISHESP

TREER

TREERLAWN & TOPSOIL R

ADD ALT #1

UTILITY MH P

GRAVEL LOTR

UTILITIES,TYP. P

BOLLARDS, TYP.P

RLAWN & TOPSOIL

R ABOVE GROUND

STEEL STRUCTURE,

CONCRETE FOOTINGS

UTILITY STRUCTURES &

CASTINGS, TYP.

SEE SHEET C2.3

C2.3

1FILTER FABRIC FENCE

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

FILTER FABRIC FENCE

DEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

REMOVE TOPSOIL

REMOVE TREE

SAWCUT PAVEMENT

REMOVE EXISTING BITUMINOUS ASPHALT

SOIL BORING NO.

S51

R REMOVE ITEM

PROTECT ITEM

PULVERIZE EXISTING BITUMINOUS ASPHALT

REMOVE EXISTING BITUMINOUS ASPHALT AND BASE

REMOVE EXISTING GRAVEL

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES USING GROUND PENETRATING RADAR AND HYDROEXCAVATION (WHERE UTILITIES ARE SUSPECTED) AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS DAMAGED DURING

CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST JOINT BEYOND INDICATED EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST JOINT, AT THE CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT LIMITS DAMAGED DURING CONSTRUCTION.

9. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL MANNER.

10. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR SANITARY SYSTEMS IS PROHIBITED.

11. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

12. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL.

SUGGESTED CONTROLS INCLUDE WET VACUUM OR ABSORBENTS.

CURB REMOVAL

C2.3

2STABILIZED CONSTRUCTION

ACCESS DRIVE

UTILITY P

GRAVEL R

UTILITIES,TYP.P

ALL PINE TREES IN AREAR

E. PATROL RD.

MAINTENANCE AREA

PFENCE

PASPHALT RD

CURB AND GUTTER R

PCONCRETE,

TYP.

BUILDING P

CONCRETEP

CONCRETE

AND

SALLYPORT HYDRANTP

BUILDINGP

PCONCRETE

SAWCUT

PBUILDING

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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INV.-784.22

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INV.-782.11

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WATER TOWER

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FACILITY

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ASPH.

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ASPH. DRIVE

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ASPH. DRIVE

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ASPH. DRIVE

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ASPH. DRIVE

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ASPH. DRIVE

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ASPH. DRIVE

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ASPH. DRIVE

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STAND OF PINE TREES

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GRASS

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GRASS

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GRASS

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GRASS

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GRAVEL

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GRAVEL

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TRANSFORMER ON CONC PAD (TYP.)

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759.80 BLDG COR

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759.35 BLDG COR

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SAN

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CONC.

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CONC.

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CONC.

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ASPH.

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CONC.

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CONC.

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CONC.

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ASPH. DRIVE

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GRAVEL

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GRAVEL

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ASPH.

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ASPH.

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GRAVEL

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ASPH.

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ASPH.

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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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PARKING STRIPE (TYP.)

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PARKING STRIPE (TYP.)

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CONC.

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ASPH.

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ASPH.

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GRAVEL

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CONC.

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GRASS

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ISSUED FOR

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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

SESC and Demo - E. Patrol Rd. and Maintenance Area

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E P

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C2 .2

DEMOLITION NOTES

SEE SHEET C2.3

SESC NOTES

R CURB

LIGHTP

LIGHT P

LIGHTP

R CURB

STORM STRUCTURE, TYP.P

C2.3

3INLET FILTER, TYP.

Know what's below.

before you dig.Call

8040200

SCALE: 1" = 40'

160 240

RGRAVEL

LIGHT, TYP. P

R TREE

GRASS AND

TOPSOIL

GRASS AND

TOPSOIL

R GRASS AND

TOPSOIL

R GRASS AND

TOPSOIL

R TREE

R (2) BOLLARDS

LIGHT P

CURB

(SEPARATING PATROL

RD. AND PARKING LOT)

R CURB

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

FILTER FABRIC FENCE

DEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

REMOVE TOPSOIL

REMOVE TREE

SAWCUT PAVEMENT

REMOVE EXISTING BITUMINOUS ASPHALT

SOIL BORING NO.

S51

R REMOVE ITEM

PROTECT ITEM

PULVERIZE EXISTING BITUMINOUS ASPHALT

REMOVE EXISTING BITUMINOUS ASPHALT AND BASE

REMOVE EXISTING GRAVEL

CURB REMOVAL

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST

TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST JOINT BEYOND INDICATED

EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS

AT THE NEAREST JOINT, AT THE CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL EXCAVATIONS SHALL PROVIDE ADEQUATE

SOIL SUPPORT THROUGH THE USE OF ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT LIMITS DAMAGED DURING

CONSTRUCTION.

9. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL MANNER.

10. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR SANITARY

SYSTEMS IS PROHIBITED.

11. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

12. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET

VACUUM OR ABSORBENTS.

13. SALVAGED SIGNS TO BE RE-INSTALLED TO LINE UP WITH NEW PARKING STALL PAVEMENT MARKINGS

RASPHALT AND BASE

C2.3

3 INLET FILTER, TYP.

R CURB

LIGHT P

RAISED BEDP

P (2) BOLLARDS

TREES, TYP.P

TREEP

P BOLLARDS, TYP.

SOUTH PARKING LOT

S SALVAGE ITEM

SIGNS, TYP.

SEE NOTE #13

TRANSITION FROM

PULVERIZE AND SHAPE

TO MILL AND PAVE

SIGN R

SAWCUT

P TREES, TYP.

SIDEWALK P

COMM P

SIDEWALK R

R SIDEWALK

P SIDEWALK

P CURB

PCURB

R ASPHALT AND BASE

(FOR NEW CURBED

CONCRETE ISLAND)

S SIGNS, TYP.

SEE NOTE #13

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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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CONC. CURB & GUTTER

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GRAVEL

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ASPH. PARKING LOT

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CONC. CURB & GUTTER

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GRASS

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GRASS

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GRASS

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GRASS

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LANDSCAPING

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COMM.

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CANOPY

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STORM CB RIM 754.86

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STORM CURB INLET

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STORM CB RIM 754.20

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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

SESC and Demo - South Parking Lot

I N

E P

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C2 .3

NO SCALE

Filter Fabric Fence: MDMB SESC Detail 3

NO SCALE

Inlet Filter

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE

INSTALLED ON ALL PAVED CATCH BASINS OR

STORM INLETS. INLET FILTER TO BE SIMILAR

TO "STREAMGUARD" AS MANUFACTURED BY

STORMWATER SERVICES CORPORATION

(206-767-0441) OR "SILTSACK" AS

MANUFACTURED BY ATLANTIC CONSTRUCTION

FABRICS, INC. (800-448-3636).

CLEAN FILTER AS NEEDED.

TEMPORARY INLET

SEDIMENT FILTER

OVERFLOW

CATCH

BASIN

POLYPROPYLENE

"BOOT"

GRATE

DUMP STRAP

INSTALLATION

DETAIL

DUMP STRAP

SILT SACK

BAG DETAIL

EXPANSION

RESTRAINT

(1/4" NYLON

ROPE 2" FLAT

WASHERS

2 EACH

DUMP STRAPS

MDTMB SOIL EROSION AND SEDIMENTATION CONTROL NOTES

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND

SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND

SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101

ET. SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF

THE STATE REQUIRE A SESC PERMIT.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER

TO PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH

INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR

THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL

ISSUE THE CONTRACTOR AN "AUTHORIZATION TO PROCEED WITH EARTH

CHANGE", WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN

LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC

IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND SEDIMENTATION CONTROL

GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL

SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND / OR DMB PROJECT

DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND

AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK

ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY

SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE

CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE

CONDITIONS. DUST CONTROL SHOULD OCCUR ALONG THE TRAIL AND PARKING

AREA AS WELL AS ACCESS INTO THE SITE.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE

TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST

MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT

THE COURSE OF THE PROJECT.,RECOMMENDED ON A DAILY BASIS. AT A MINIMUM,

THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK

AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24

HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR

ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED

AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL

MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER

FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE

CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED. THERE WILL BE A $500/DAY FINE AND ASSESSMENT OF ACTUAL

DAMAGE.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES

AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION

AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE

MAINTAINED BY THE PROPERTY OWNER.

15. ALL WORK UNDER THIS CONTRACT MUST MEET THE STORM WATER MANAGEMENT

REQUIREMENTS OF THE PROJECT AND COMPLY WITH THE APPLICABLE SOIL EROSION

AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION

AND SEDIMENTATION CONTROL- 1994 PA 451, PART 91, AS AMENDED, MCL

324.9101 ET SEQ.) AND SPECIFIC PROVISIONS AND REGULATIONS FOR SAME WITHIN

THE CONTRACT DOCUMENTS. THE DEPARTMENT OF TRANSPORTATION,

MANAGEMENT AND BUDGET, FACILITIES…

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