24327 DWGS Sag CF BBall.pdf

Saginaw Correctional Facility, Basketball Court Repair/Replacement Date Issued: September 10, 2024

Location Maps

NOT TO SCALE

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

Engineer

Cover Sheet C1 Overall Site Plan/ Construction Access C2 Basketball Courts and Details

Issued for: BIDS

IDENTIFICATION

FILE NO: 472/24327.CTS

FUNDING CODE: 427PCSRFpbf

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

CODES AND STANDARDS

1.

2.

3.

CONTRACTOR TO COMPLY WITH LATEST STATE 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.

LOCATION

Saginaw Correctional Facility 9625 Pierce Rd.

Freeland, MI 48623

AREA MAP

MICHIGAN DEPARTMENT OF CORRECTIONS / SAGINAW CORRECTIONAL FACILITY

PIERCE RD.

M 46

M

M

M

M 58 I-7 5I-6

I-7

I-75

SAGINAW

BAY CITY

FLINT

MDOC SAGINAW CORRECTIONAL FACILITY

9625 PIERCE RD.

FREELAND, MI 48623

Chris Schanbeck, PE DTMB Project Director

GENERAL NOTES

1.

2.

3.

SANITARY FACILITIES FOR THE USE OF THE CONTRACTOR EMPLOYEES SHALL

BE PROVIDED BY THE CONTRACTOR.

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.

Bids due: October 2, 2024

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

XX

X X

X

X

X X

X X

X X

X X

X

X X X X X X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXX

X

X

X

X X

X

X

X

X

X X

X X X X X X

X X

X X X X

X X

X X X X X X X X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X

X

X

X

XXXXXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX

XX

X

X

X

X

XXX

XXX

X X

X X

X

X X

X

XXXX

X X

X X

X X

XXXX

X

XX

X

X

X

X

X

X

X X

X

XX

X

XX

X

X X

X X

X

X

X

XX

X

X

X

X

X

X X

X X

X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

BM

EL

EV

=6

.0

AR

R O

W O

N H

YD

R

AN

T

55'

'60'

60'

32016080400 240

SALLY

PORT

HOUSING

UNIT

HOUSING

UNIT

WAREHOUSE

BLDG.400

HOUSING

UNIT

HOUSING

UNIT

MAIN

PARKING

AREA

PE

RI

M

ET

ER

P

A

TR

O L

RO

A

D

PARKING LOT

ENTRY DRIVE

RECEIVING

LIGHT POLE

BARBED WIRE FENCE

X

SIGN

P I

E R

C E

R D

Survey Legend

GRAVEL

PARKING

LOT

GRAVEL DRIVE

GRAVEL SURFACE

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

3.

fx

B

3.

ph

R i

S

UN

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

L U

S N

FACILITY SECURE PERIMETER

SALLY PORT ENTRANCE FOR

BUILDINGS 700, 800, AND 900

Project Access and Sequencing Requirements

1. ALL CONSTRUCTION MATERIALS AND EQUIPMENT FOR BASKETBALL COURTS AT

HOUSING UNITS 700, 800 AND 900. PROJECT AREAS WILL ENTER THE SECURE

AREA THROUGH THE FACILITY SALLY PORT. ACCESS TO THE BUILDING 400

PROJECT AREA WILL BE THROUGH THE GATE IN THE BUILDING PERIMETER FENCE.

2. STORAGE OF EQUIPMENT AND/OR MATERIALS WILL NOT BE ALLOWED INSIDE

THE FACILITY SECURE PERIMETER. AN AREA WILL BE AVAILABLE ON SITE, BUT

OUTSIDE THE SECURE PERIMETER, AS NOTED ON THE DRAWINGS.

BENCHMARK

BM#80

ELEV = 626.03

ARROW ON HYDRANT

MILLING STOCKPILE AREA

AND CONTRACTOR STAGING

AREA

CONSTRUCTION

ACCESS ROUTE

CONSTRUCTION

ACCESS ROUTE

CONSTRUCTION

ACCESS ROUTE

ENTRY DRIVE

Demolition Legend

REMOVE 3" OF EXISTING ASPHALT

REMOVE EXISTING CONCRETE PAVING

REMOVE 4" OF ADDITIONAL MATERIAL UNDER EACH BASKETBALL COURT

ASPHALT R

REMOVE ITEMR

CONCRETE R

Add Alternate #1

POLE R

ASPHALT R

POLE R

ASPHALT R

POLE R

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LAWN

AutoCAD SHX Text C1

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/24327.CTS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

AutoCAD SHX Text Sep. 10, 2024

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

KE

AutoCAD SHX Text

FJ

AutoCAD SHX Text

KE

AutoCAD SHX Text

KE

AutoCAD SHX Text Basketball Court Repair/Replacement

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

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

Overall Site Plan/ Construction Access

BM

EL

EV

=6

.0

AR

R O

W O

N H

YD

R

AN

T

55'

'60'

60'

0" T

O R

IM

2" CROWN ON TOP OF

FOOTING, FLOAT FINISH

TYPICAL BASKETBALL COURT

PAVING SECTION

Basketball Backboard Post Installation

NO SCALE

24" DIA.

CONCRETE FOUNDATION WITH SONOTUBE

4.5" O.D. POST

BASKETBALL POSTS, BACKBOARDS, RIMS

AND METAL NETS MANUFACTURED BY

DOUGLAS INDUSTRIES OR APPROVED

EQUIVALENT.

1" MDOT 5EL BITUMINOUS WEARING COURSE

2"MDOT 4EL BITUMINOUS LEVELING COURSE

TACK COAT

3"

EDGE OF COURT

Typical Basketball Court Paving Section

NO SCALE

TAPER EDGE 3" WIDE @ 45 DEGREES

EXISTING GRADE

EXISTING BASE

ADD ALT #1:

REMOVE 4" OF ADDITIONAL

MATERIAL, ADD 4" OF 21AA

LIMESTONE

FINISH GRADE. TAPER TO EXISTING

GRADE WITH TOPSOIL, SEED AND MULCH

BASKETBALL COURT STRIPE

Standard Basketball Court Striping

NO SCALE

12' 2' 14' 3'

.7

5'

C H

EC

K

P

LA

N C

BASKETBALL GOAL WITH METAL NET

AND BACKBOARD AT 10' HEIGHT

C1

TYPICAL BASKETBALL

COURT PAVING SECTION C1

BASKETBALL BACKBOARD

POST INSTALLATION

HOUSING

UNIT

HOUSING

UNIT

HOUSING

UNIT

BM#80

ELEV = 626.03

ARROW ON HYDRANT

60'

NO SCALE

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

C 2

5EXPANSION JOINT

Concrete Pavement

SEE PLANS & NOTE BELOW.

ADJACENT TREATMENT VARIES

JOINT FILLER

1/ 2"

1/2" BACKER ROD

PREMOLDED FIBER

POLYSEALANT

COMPACTED BASE

CONCRETE SIDEWALK

5 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.

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

3.

fx

B

3.

ph

R i

S

UN

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

L U

S N

C2

2 TYPICAL BASKETBALL

COURT PAVING SECTION

C2

1 BASKETBALL BACKBOARD

POST INSTALLATION

C2

4 CONCRETE PAVEMENT

C2

3 STANDARD BASKETBALL

COURT STRIPPING

C2

2TYPICAL BASKETBALL

COURT PAVING SECTION

C2

1BASKETBALL BACKBOARD POST

INSTALLATION

C2

3STANDARD BASKETBALL

COURT STRIPPING

C2

2 TYPICAL BASKETBALL

COURT PAVING SECTION

C2

1 BASKETBALL BACKBOARD

POST INSTALLATION

C2

3 STANDARD BASKETBALL

COURT STRIPPING

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LAWN

AutoCAD SHX Text C2

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/24327.CTS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

AutoCAD SHX Text Sep. 10, 2024

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

KE

AutoCAD SHX Text

FJ

AutoCAD SHX Text

KE

AutoCAD SHX Text

KE

AutoCAD SHX Text Basketball Court Repair/Replacement

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

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

Basketball Courts and Details