26-0429 MDPS 2025 Sinking Fund - Pvmt RFP Unabridged.pdf

PDF 15 MB Posted Apr 30, 2026

Attached to: RFP -Site & Pavement Contractor Services-MDPS Sinking Fund
Solicitation number: RFP MDP 260000001933 2
Issued by: Berrien County, Mcbride Village, Michigan

About this file

Written by GovTribe AI · May 1, 2026

Summary

This is a Request for Proposal (RFP) issued by Madison District Public Schools located in Madison Heights, Michigan, for contractor services to perform site and pavement work as part of the district's 2025 Sinking Fund Program. The RFP seeks qualified contractors to execute improvements at two school sites: Madison High School (915 East 11 Mile Road) and Wilkinson Middle School (26524 John R Road). The work consists of a defined scope including concrete and asphalt pavement removal and replacement, concrete curb and gutter work, and site restoration at both locations, plus an Indefinite Delivery, Indefinite Quantity (IDIQ) component for annual site work estimated at approximately $100,000 per year over five years. The project includes comprehensive drawings and specifications prepared by Spalding DeDecker Engineering and Surveying, covering site improvements, demolition, and site engineering plans for both schools. A non-mandatory pre-proposal meeting was scheduled for May 12, 2026, with clarification questions due by May 14, 2026, and proposals due by May 20, 2026 at 2:00 PM EST. Bidder interviews are anticipated for the week of May 25, 2026. The contract will be awarded to the responsive and responsible proposer whose proposal offers the best value to the district, with price being an important but not the primary determinant factor. The successful contractor must be in business for at least five consecutive years, hold a Michigan contractor's license, and have completed at least five concrete/paving projects exceeding $250,000 each for public sector clients within the past ten years.

Proposals are submitted as lump sum bids for the defined work scope at each school, along with unit prices and estimated lump sums for IDIQ work through 2030. A bid bond of five percent of the bid amount is required with proposal submission. The contract will be executed using the AIA A105-2017 Standard Short Form of Agreement, as modified. Performance and payment bonds equal to 100 percent of the contract sum are required. The contractor must maintain comprehensive insurance coverage including general liability ($1,000,000 per occurrence, $2,000,000 general aggregate), automobile liability ($1,000,000 per accident), workers' compensation at statutory limits, and excess umbrella liability ($1,000,000 per occurrence). There are no prevailing wage requirements. The contract will be awarded for a one-year initial term with options for renewal for four subsequent one-year periods at the district's discretion. The contractor is responsible for all labor, materials, equipment, permits, taxes, and waste removal, and must provide a two-year limited warranty on all work performed. Work is anticipated to occur primarily during summer months between academic years, with the defined work scope to be completed within a single continuous block of time not exceeding two weeks, with the contractor proposing three alternate scheduling options for district selection between June 10, 2026, and September 2, 2026.

View the file

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Plante Moran Realpoint 3000 Town Center, Suite 100

Southfield, MI 48075

Tel: 248.223.3500 | Fax: 248.223.3150 pmrealpoint.com

Request for Proposal (RFP)

2025 Sinking Fund: 2026 Site & Paving Work CLIENT: Madison District Public Schools DATE: April 29, 2026

SUBMISSION INFORMATION

PROJECT DESCRIPTION: Contractor Services for Site & Pavement Work for Madison District

Public Schools Sinking Fund Program OWNER/CLIENT: Madison District Public Schools

26550 John R. Road

Madison Heights, MI 48071

NON-MANDATORY PRE-

PROPOSAL MEETING:

Tuesday, May 12, 2026, at 2:00 PM EST starting at:

Madison High School, 915 E. 11 Mile Madison Heights, MI 48071, then moving to:

Wilkinson Middle School 26524 John R Rd, Madison Heights, MI 48071

CLARIFICATIONS TO OWNER’S

REPRESENTATIVE:

Ron.zuhorski@plantemoran.com

LAST DATE FOR CLARIFICATIONS: Thursday, May 14, 2026 @ 2:00PM EST PROPOSAL DUE DATE: Tuesday, May 20, 2026@ 2:00PM EST

SUBMIT HARD COPY PROPOSAL

TO:

Mr. Ricky Malak

Safety, Security, and Facilities Manager

Madison District Public Schools

26550 John R. Road

Madison Heights, MI 48071 BIDDER INTERVIEWS: As Required and by invitation only week of May 25, 2026. Exact time and date to be determined.

RFP — Site & Pavement Work

Madison District Public Schools

2025 Sinking Fund

Page 2 April 29, 2026

PROPOSAL DETAILS

Madison District Public Schools (MD) located in Madison Heights, Michigan provides a standard, traditional curriculum to a student body ranging from pre-kindergarten through the 12th grade.

On November 5, 2025, the District’s voters passed a Sinking Fund which will run for 10 years until

December 1, 2034. The funds levied will be used to improve facilities and infrastructure over life of the Sinking Fund program. This project is a part of those Sinking Fund improvements.

Madison District Public Schools (hereafter referred to as “Owner”) has engaged Plante Moran

Realpoint (hereafter referred to as “PMR” or “Owner’s Representative”) to provide owner’s representation services for this project. Your firm is invited to submit a proposal for the services required in this request for proposal (RFP).

This RFP is a hybrid procurement combining price and qualifications. Award will be made to the responsive and responsible proposer whose proposal is determined to be most advantageous to the

Owner, considering price, experience, capacity, and other factors. Price is not the primary determinant of award.

This RFP is being publicly advertised and includes minimum qualifications that must be met or exceeded. This RFP includes the following attachments:

A. Project Scope

1. Project Details

B. Contract Documents

1. Drawings and Specifications as prepared by Spalding DeDecker Engineering and

Surveying:

i. Wilkinson Middle School (five drawing sheets)

ii. Madison High School (four drawing sheets)

iii. Project Manual (105 pages)

2. Standard Form of Agreement AIA A105-2017, as modified

C. Proposal Forms

1. Proposal Form

2. Familial Disclosure Statement

3. Iran Disclosure Statement

4. Non-Collusive Affidavit

5. Criminal Background Disclosure Affidavit

Page 3 April 29, 2026

This RFP does not commit Owner to award a contract or to undertake any financial obligation whatsoever with respect to the requirement referred to herein. Owner reserves the right to reject any proposal with or without cause, to not award a contract, or to award one or more contracts.

Owner further reserves the right to waive any irregularity or informality in this RFP process or any proposal. Owner reserves the right to accept or reject, without consideration, any proposal which arrives late. Owner reserves the right to request additional information from any or all firms. In addition, notice is hereby given of the possibility that award may be made without discussion of the proposal. In the event a firm’s proposal is accepted by Owner and the firm asserts exceptions, special considerations, or conditions after acceptance, Owner, in its sole and absolute discretion, reserves the right to thereafter reject the proposal and award another firm. Therefore, the firms should submit their best proposal initially from both technical and cost standpoints.

A. PRE-PROPOSAL

a. CONFIDENTIALITY — From the issue date of the RFP until a firm is selected and selection is announced, a prospective firm shall not communicate about the subject of the RFP or a firm’s proposal with Owner, its board, or employees, except as permitted by the requests for clarifications paragraph. Your proposal and any modifications thereto shall be submitted only to the person(s) listed on the front page. Failure to comply strictly with Owner’s instructions regarding the content and manner of submission of a proposal including, without limitation, disclosure of any information in the proposal or modifications thereof to any third party or other Owner’s staff without the express, prior written approval of the

Owner’s Representative, shall result, at owner’s sole discretion, in the immediate disqualification of the firm.

b. RFP documents may be obtained at the e-Builder website created by PMR and noted on front page. Please contact Kathryn Newkirk at (248) 223-3070 or via email at kathryn.newkirk@plantemoran.com for e-Builder access instructions should you encounter any difficulties.

B. ADDENDA

Any addendum to this RFP will be issued in writing by PMR on behalf of Owner. No information or representation other than that contained in such an addendum, whether received from an employee of Owner or other person, will be considered to have been modified or be grounds for deviation from any stipulation or requirement of this RFP.

Page 4 April 29, 2026

C. PROPOSAL FORMAT

Prepare and submit three (3) copies of your proposal package to the designee listed on the first page. Packages should be in 8.5" x 11" format.

The following proposal format is required:

Cover Letter

Section 1 – Proposal Forms

Section 2 - Project Schedule for Defined Work Scope

Section 3 – Bid Bonds Information

Section 4 – Clarifications and Exceptions

Section 5 – Additional Information (if any)

SECTION 1 – PROPOSAL

• Utilize the proposal forms provided as attachments to this RFP. Editable electronic versions of these forms may be obtained at the location indicated on front page.

SECTION 2 – PROJECT SCHEDULE FOR DEFINED WORK SCOPE

• Provide three proposed project schedules as requested in Project Details attachment.

SECTION 3 – BID BONDS INFORMATION

• A bid security, cashier’s check or certified check in the amount of five percent (5%) of the bid amount is required to be included with your proposal submission and shall be made payable to Madison District Public Schools.

SECTION 4 - CLARIFICATIONS AND EXCEPTIONS

• Detail any clarifications, exceptions, or exclusions to this RFP (scope, schedule, fee, etc.)

• List any and all exceptions taken to the contract documents provided. For each exception, alternative language must be proposed. Owner reserves the right to reject any proposed alternative language.

• The prevalence of these exceptions will be considered in reviewing the proposal and in the final selection of the firm for the project. Proposals that do not acknowledge these agreements or do not provide specific alternative language may be rejected.

SECTION 5 – ADDITIONAL INFORMATION

• Please include any additional relevant information.

Page 5 April 29, 2026

D. PROPOSAL SUBMISSION

Sealed proposals for the work, as described by the RFP package, will be received as noted on the front page. Please mark the envelope of all proposals with “Madison District Public Schools -

Proposal for Concrete Replacement Contracting Services” and include your firm’s name as well.

Please also follow the specific instructions related to electronic submission.

E. RESPONSIVENESS

To be responsive, the proposal must set forth full, accurate, and complete information as required by this RFP and all attachments.

F. MINIMUM QUALIFICATIONS

In addition to the other requirements of this RFP, the following minimum qualifications must be met by your firm in order to submit a proposal:

• Firm has been in business for at least the last five (5) consecutive years.

• Firm is licensed to perform the required work in the State of Michigan.

• Firm is familiar with and has experience in the public sector, including have at least five (5)

Public sector clients in the last five (5) years.

1. Firm has completed concrete/paving projects of at least $250,000 for at least five (5) Public sector clients within the last ten (10) years.

G. FORM OF AGREEMENT

This is a request for proposal only. Proposals will be treated as offers to enter into contract with

Owner. Owner and successful firm shall memorialize their contractual relationship and obligations using the form of contract attached to this RFP (“Contract”). The Contract contains many details regarding the services required under this RFP, as well as the terms and conditions under which the services shall be provided by the successful firm. The Contract should be reviewed carefully by each firm prior to submitting a proposal. Any exceptions to the terms and conditions contained in the Contract, or any other special considerations or conditions requested or required by the firm relative to this RFP or the form of Contract, shall be expressly and specifically enumerated by the firm and be submitted as part of its proposal, together with an explanation as to the reason such terms and conditions cannot be met by, or, in the firm’s opinion are not applicable to, the firm, provided however, that exceptions or special conditions of the firm will not be binding upon Owner unless those exceptions or special conditions are expressly accepted by Owner and incorporated into the final Contract. Following the selection of the successful firm, if any, by Owner, the

Page 6 April 29, 2026

Contract will be finalized by the parties. The final Contract shall be subject to the review and approval by Owner’s legal counsel.

H. DATA CONFLICTS

Where conflicts occur within this RFP, its contents, and addendum (including but not limited to the Standard Form of Agreement; general, supplemental, and other conditions; etc.) the more restrictive requirements shall govern — all in favor of the Owner.

I. UNSOLICITED TERMS AND CONDITIONS

Proposals which take exception to Owner’s terms and conditions as a whole and substitute the firm’s standard terms and conditions may be rejected.

J. EVALUATION OF PROPOSALS

Proposals will be evaluated based on overall best value to the District considering responsiveness, relevant experience, capacity, contract exceptions, and proposed pricing, and while price is an important factor and may be determinative where proposals are otherwise equal, the District reserves the right to award to the proposer whose proposal is determined to be most advantageous and in the District’s best interest.

Some considerations in the District’s best interest:

• Responsiveness and completeness

• Relevant experience with public-sector concrete/paving work

• Proposed pricing (lump sum and unit prices) is not the main determinate

• Capacity to perform work within required timeframes

• Number and scope of contract exceptions

Although issued as a Request for Proposal, this procurement is price-focused. Award may be made to the lowest responsive and responsible proposer, or otherwise in the best interest of the District as permitted by law. It shall be the Owner’s right to award either the defined scope and the IDIQ scope individually or jointly or not at all.

Page 7 April 29, 2026

K. FEES/TAXES

All proposals shall include all applicable taxes, including Social Security, unemployment, sales or use taxes, and any other taxes specifically levied on the work or on wages by local, city, state, or federal government, except real property taxes on the site. Proposals shall also include all premiums, assessments, and other like payments, charges, and costs incidental to the work covered by the contract documents.

L. PROPOSAL COSTS

Any recipient of this RFP, or any firm who chooses to respond to this RFP, is responsible for any and all costs and liabilities incurred by it, or others acting on its behalf, in (1) preparing or submitting a proposal, (2) otherwise responding to this RFP, or (3) negotiating any Contract incidental to its proposal.

M. IRREVOCABILITY OF PROPOSALS

All proposals submitted may not be withdrawn and shall be irrevocable for a minimum period of ninety (90) calendar days following the due date for receipt of proposals set forth on the front page.

N. AUTHORITY TO SIGN

Proposals must be signed by an officer of the firm who is authorized to enter into binding agreements.

O. OPENING OF PROPOSALS

At the specified location and due date stated on the first page, all submitted proposals shall be publicly opened, read aloud and dated. Any interested parties may attend. No immediate decision will be rendered.

Page 8 April 29, 2026

Attachment A1: Project Details

PROJECT

DESCRIPTION:

To support the District's endeavor to provide a quality learning environment, the

District requires both an immediate “Defined Work Scope” of site work as described in the attached set of engineering documents and also an “Indefinite

Delivery, Indefinite Quantity” (IDIQ) quantity of site work to be done on an annual basis.

The amount of IDIQ work to be completed on an annual basis is estimated to be approximately $100,000 per year for a total of $500,000 over a five year period.

The intention of this RFP is to secure a contractor for the Defined Scope of Work and competitively bid and fix in hourly labor and unit rates for various scopes of site work services for the IDIQ including:

1. Concrete

2. Asphalt

3. Miscellaneous as needed

The need for each specific category of Services will vary annually based on various factors. All responding vendors must self-perform the work bid and will be expected to coordinate with other District vendors and staff. Work is anticipated to occur throughout each year, but it is anticipated that most of the work will occur during the summer between academic calendar years.

Contractor to provide labor, materials and equipment required for the concrete removal and replacement. If required, permit applications for soil work, grading, pavement, curb-cuts, etc. Contractor shall also attend necessary meetings to coordinate and accomplish work.

Some work will require contractors to work within or adjacent to occupied spaces dependent to the needs of each specific assignment. Vendors may be required to erect temporary barricades to perform work in occupied spaces to meet

Page 9 April 29, 2026 assignment schedule or objectives. Vendor is expected to provide protection of adjacent surfaces/equipment to the work area and must properly clean areas of work and adjacent or impacted areas.

Vendor shall furnish all necessary labor, materials, equipment, transportation, supplies, travel, tools, insurance and waste removal

(disposal/removal/recycling/toilet provisions) rental for the work. Vendor must furnish adequate personnel as required to perform an assignment in a timely fashion. Vendor must include a bid bond of 5% of any one work scope package proposed. A Performance and Payment Bond will be required for any work exceeding $50,000.00 for either the Defined Work Scope or IDIQ work packages.

The District, in its sole discretion, may award one or multiple vendors, to accept or reject any bid in whole or part, to waive any informalities in the bidding process, and to award to a contract to other than the lowest bidder. The agreement with the selected vendor(s) and the District will be a one-year agreement that may be renewed at the District's sole discretion for (4) subsequent one-term years. The District may award assignments of work as it sees fit and does not constitute any guarantee of a minimum quantity of work performed for each year or per category.

Selected vendor will be required to submit to background screening and comply with Madison District badging policies for all vendor personnel who will work on

District property.

All labor and materials/equipment as furnished and installed for the work must be warranted for a minimum of one-year from the assignment completion date.

Construction will comply with all applicable codes, ordinances, regulations, etc., as enforced by the local, county, state, or relevant federal agencies.

Page 10 April 29, 2026

Selected vendors will need to work with the District and District's other vendors and consultants, including District's Representative, A/E partners, etc. in order to coordinate and integrate the different portions of the Project.

Where a conflict exists between any code and the design or standard, the vendor shall consult with the District and their A/E for clarification of conflicts.

There are no Prevailing Wage requirements for this program.

SCHEDULES: Defined Work scope:

Successful contractor shall perform and close out the work in a “block of time” not more than two continuous weeks in duration. Included in bid, the Contractor shall offer the District three (3) different alternate blocks of time to do the work from which the District will select. These blocks of time shall be between the first and last possible days of construction as indicated below:

• First possible day of construction: Last school day of 25/26 year: June 10, 2026

• Last possible day of construction: Start of Classes 26/27 year: September 2, IDIQ Work scope:

Initial year to begin approximately September 1, 2026 and close out August 31, 2027. At District’s options, IDIQ work contract to be renewed each subsequent year for four (4) consecutive years ending August 31, 2031. No milestone schedule will be furnished for IDIQ Work within this RFP as specific needs are undetermined at the time. Work for a specific assignment is known, the District will issue assignment specific schedules.

PROJECT

LOCATION/SITE

INFORMATION:

Multiple schools throughout the district

Ron.Zuhorski Text Box

ATTACHMENT B1:

Drawings and Specifications as prepared by Spalding DeDecker Engineering and Surveying:

i.Wilkinson Middle School (five sheets) ii.Madison High School (four sheets) iii.Project Manual (105 pages)

C1.1

CP-6

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-4

C1.1 X-1

C1.1

CP-4

C1.1

CP-4

C1.1 X-1

C1.1

AP-H

C1.1

CP-8

C1.1

AP-H

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

WILKINSON MIDDLE SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 24

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25108

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

SITE IMPROVEMENT PLAN

LEGEND

DEMOLITION NOTES - CONCRETE REPAIRS

SURVEY NOTES

PAVING CONSTRUCTION NOTES - CONCRETE REPAIRS

RESTORATION NOTE

GRADING NOTES

SOIL EROSION MEASURES

NOT TO SCALE

AND PROPOSED CONCRETE SIDEWALK

TYPICAL JOINT BETWEEN EXISTING CONCRETE ENTRY SLABS

GRAPHIC SCALE

6" CONCRETE WALK

DETAIL

C1.1

CP-6

NP25108IMP

1" = 30' C1.1

SECTION

INTEGRAL WALK/CURB C1.1

X-1

4" CONCRETE WALK

DETAIL

C1.1

CP-4

CIVIL SHEET INDEX

C1.1 - SITE IMPROVEMENT PLAN

C2.1 - TOPOGRAPHICAL SURVEY (1 OF 2)

C2.2 - TOPOGRAPHICAL SURVEY (2 OF 2)

C3.1 - DEMOLITION PLAN

C4.1 - SITE ENGINEERING PLAN

OWNER

Madison District Public Schools 26550 John R Road Madison Heights, MI 48071

PHONE: (248) 399-7800

REFER TO SHEETS

C2.1 THRU C4.1 FOR

SITE ENGINEERING

PLAN IMPROVEMENTS

HEAVY DUTY BITUMINOUS PAVEMENT

DETAIL

C1.1

AP-H

8" CONCRETE PAVEMENT

DETAIL

C1.1

CP-8

REFER TO SHEETS

C2.1 THRU C4.1 FOR

SITE ENGINEERING

PLAN IMPROVEMENTS

REFER TO SHEETS

C2.1 THRU C4.1 FOR

SITE ENGINEERING

PLAN IMPROVEMENTS

SDA#11

SDA#12

SDA#13

SDA#14 SDA#15

SITE BM#101

SITE BM#102

C.O.

GUY

GUYGUY

GUY

GUY E

APPROXIMATE PROPERTY LINE

TAX PARCEL No.

25-24-106-050

WILKISON MIDDLE SCHOOL

1 STORY BRICK BLDG.

#26524 JOHN R RD.

E GREIG AVE. ( 50' WIDE )

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

WILKINSON MIDDLE SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 24

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25108

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

DECIDUOUS SHRUB

STRUCTURE NUMBER

SECTION CORNER

TRAVERSE POINT

CONIFEROUS SHRUB

SDA#10

GUTTER ELEVATION

TOP OF CURB ELEVATION

SPOT ELEVATION

UNDERGROUND

CONCRETE

TOP OF WALK ELEVATION

EDGE OF METAL ELEVATION

GROUND ELEVATION

TOP OF WALL ELEVATION

TOP OF PAVEMENT ELEVATION

ASPHALT

FOUND IRON

DOOR LEDGE ELEVATION

FINISH FLOOR ELEVATION

FOUND MONUMENT

FOUND P.K. NAIL

SET P.K. NAIL

MEASURED

SET P.K. NAIL W/SDA TAG

SET IRON W/SDA CAP

SET MAGNETIC NAIL W/SDA TAG

RECORD

CALCULATED

T/WALL

CONC

ASPH

F.P.K.

F.I.

MON

S.P.K.

MAG/TAG

S.P.K./TAG

S.I.

R C

SDA POINT No.10

GAS

MANHOLE

CATCH BASIN

WATERMAIN (WM)

OVERHEAD WIRE

UG ELECTRIC (ELEC.)

UG PHONE (PH)

SANITARY SEWER (SAN)

STORM SEWER (STM)

UG CABLE (CBL)

VALVE BOX

GAS METER

SEWER CLEAN OUT

GAS SHUT OFF VALVE

GATE VALVE & WELL

WATER SHUT OFF VALVE

UNVERIFIED MAPPED OBJECT

SPRINKLER VALVE BOX

LAWN SPRINKLER HEAD

ELECTRIC RISER OR METER

TELEPHONE RISER

FIRE HYDRANT

UTILITY POLE

AIR CONDITION UNIT

GUY WIRE

TRAFFIC SIGNAL

LIGHT POLE

POLE W/ TRAFFIC SIGNAL (OVER ROAD)

UTILITY POLE W/ LAMP EXTENSION

(ARROW INDICATES DIRECTION OF ARM)

LIGHT POLE WITH LAMP EXTENSION

FLAG POLE

GUARD RAIL

MAILBOX

SIGN

METAL OR CONC. POST

PARKING METER

WATER FOUNTAIN

GROUND LEVEL / DECORATIVE LIGHTING

WOOD FENCE

WOVEN WIRE FENCE (WW)

CHAIN LINK FENCE (CL)

BIKE RACK

BOULDER

STATUE OR SCULPTURE

BILLBOARD OR LARGE SIGN

BASKETBALL HOOP

INVERT ELEVATION

CULVERT

CORRUGATED METAL PIPE

BOUNDARY LINES

CENTERLINE OF DITCH

CONIFEROUS TREE

DECIDUOUS TREE

STUMP

CABLE TV RISER

C.O.

INV.

CMP

LEGEND

FO FIBER OPTIC

COMBINED SEWER

STEAM LINE

OIL LINE

5.0

ROW LINES

PROPERTY LINES

ASPHALT

CONCRETE

GRAVEL/ DIRT/ MULCH

BRICK / PAVERS

WATER

BOTTOM OF WALL ELEVATIONB/WALL

MAJOR CONTOUR

MINOR CONTOUR

SECTION LINES

EDGE OF BRUSH/WOODS

C T E

STE

DS-S

DS-G

DOWNSPOUT INTO STORM DRAIN

DOWNSPOUT TO GROUND

F UG FIBER (COMM.)

BENCH

SOCCER GOAL

PICNIC TABLE

WATER W/

VEGETATION

FOUND IRON PIPEF.I.P.

BUILDING

OVERHANGOVHG

DETECTABLE WARNING STRIP

BENCHMARK DESCRIPTIONS

NOT TO SCALE

LOCATION MAP

DATUM: GPS-DERIVED NAVD'88

SITE BM#100 TOP OF SOUTHEAST BOLT ON LIGHT POLE CONCRETE BASE, LOCATED ALONG JOHN R

RD. ±6 FEET EAST FROM BACK OF WALK AND BETWEEN THE TWO ENTRANCES.

ELEV.=633.68

SITE BM#101 TOP OF NORTHEAST BOLT ON LIGHT POLE CONCRETE BASE, LOCATED ON THE

WEST PARKING LOT BY WEST BUILDING ENTRANCE, ±157 FEET SOUTH AND ± 35 FEET

EAST OF THE NORTHWEST BUILDING CORNER.

ELEV.=633.93

SITE BM#102 SET A BENCH TIE IN SOUTH FACE OF UTILITY POLE, LOCATED ALONG EAST GREG AVE.

±82 FEET NORTH AND ±17 FEET EAST OF THE NORTHWEST BUILDING CORNER.

ELEV.=633.71

LEGAL DESCRIPTION

SOURCE: ASK SERVICE TITLE COMMITMENT

OWNER: MADISON DISTRICT SCHOOLS

TAX PARCEL ID: 25-24-106-043

ADDRESS: 26524 JOHN R ROAD

T1N, R11E, SEC 24, GROVELAND SUB, N 38 FT OF LOT 51, ALSO LOT 52 EXC WLY 27 FT OF BOTH SD LOTS, ALSO ALL OF LOT 84, ALSO N 38 FT OF LOT 85 09/18/91 FR 042 01/16/92 CORR

W UNIVERSITY AVE.

E 11 MILE RD.

W GREIG AVE.

E GREIG AVE.

ANDOVER AVE.

W COWAN AVE.

E LINCOLN AVE.

W KALAMA AVE.

R R

O N

W O

RENZ ST.

I - 75

SITE

SURVEYOR'S COMMENTS

1. THIS TOPOGRAPHICAL MAP IS BASED UPON A FIELD SURVEY PERFORMED BY SPALDING DEDECKER

DURING AUGUST OF 2025.

2. THE PROPERTY LINES/RIGHT-OF-WAY LINES SHOWN ON THIS TOPOGRAPHICAL SURVEY ARE

INTENDED TO BE AN APPROXIMATE GRAPHICAL REPRESENTATION OF THE PROPERTY LINES OF THE

LANDS SURVEYED. SPALDING DEDECKER HAS BASED THE PROPERTY LINES AND RIGHT OF WAY

LINES UPON A COMBINATION OF A PROVIDED LEGAL DESCRIPTION, FOUND FIELD MONUMENTATION AND OCCUPATION. THE BEARINGS AND DISTANCES AROUND THE PARCEL ARE NOT SHOWN DUE TO THE VARIATIONS THAT MAY EXIST BETWEEN THE RECORD PROPERTY DESCRIPTION AS SHOWN AND THE GRAPHICAL LINES COMPUTED IN THE DRAWING. A COMPLETE PROPERTY LINE ANALYSIS IS

NOT PART OF THE SCOPE OF SERVICES AND PROPERTY CORNERS HAVE NOT BEEN SET IN THE

FIELD.

3. THIS SURVEY HAS BEEN PREPARED WITH THE BENEFIT OF A CURRENT INFORMATIONAL TITLE

SEARCH WHICH INCLUDES THE LAST DEED OF RECORD AND A 100 YEAR SEARCH FOR

ENCUMBRANCES. THE INFORMATIONAL TITLE SEARCH WAS PREPARED BY ASK SERVICE HAVING AN

ORDER NUMBER OF 41032814 AND AN EFFECTIVE DATE OF 08-18-2025. ALL PLOTTABLE

ENCUMBRANCES LISTED ON SCHEDULE B-II EXCEPTIONS OF THIS TITLE SEARCH HAVE BEEN SHOWN

ON THIS SURVEY IF THEY FALL WITHIN THE LIMITS OF DETAILED MAPPING.

4. THE COORDINATE SYSTEM FOR THIS SURVEY IS THE STATE PLANE COORDINATE SYSTEM, MICHIGAN

SOUTH ZONE (2113), BASED ON NAD83 (NSRS2011). UNITS ARE INTERNATIONAL FEET.

COORDINATES WERE ESTABLISHED USING A DATA LINK TO THE MDOT CONTINUOUSLY OPERATING

REFERENCE STATIONS (CORS).

5. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88) AS ESTABLISHED WITH RTK GPS MEASUREMENTS USING A DATA LINK TO THE MDOT

CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS).

6. THE PARKING LOT STRIPING SHOWN ON THIS SURVEY IS APPROXIMATE. DIMENSIONAL AND/OR ORIENTATION VARIATIONS MAY EXIST. THIS DRAWING SHOULD NOT BE USED FOR A PARKING SPACE

COUNT.

7. THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS BASED UPON A COMBINATION OF RECORD

INFORMATION AND FIELD MEASUREMENTS. A MISS DIG DESIGN TICKET NUMBER OF

2025082200151-000 HAS BEEN REFERENCED TO THIS PROJECT AND A UTILITY PROVIDER CHART IS

SHOWN ON THIS DRAWING. THERE ARE NO ASSURANCES THAT ALL PROVIDERS HAVE RESPONDED

AND THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE SHOWN

AND/OR POSITIONED PROPERLY ON THIS DRAWING DUE TO AMBIGUOUS PLANS AND RECORDS

PROVIDED TO US. THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED TO BE USED AS A GUIDE FOR POSSIBLE UNDERGROUND UTILITY CONFLICTS. IT IS THE RESPONSIBILITY OF OTHERS TO RESOLVE THE ACTUAL LOCATION OF ANY UNDERGROUND UTILITY THROUGH THE MISS DIG FIELD

VERIFICATION SYSTEM PRIOR TO ANY SITE EXCAVATION. CALL 811 OR 800-482-7171.

NOT TO SCALE

KEY MAP

STRUCTURE TABLE

UTILITY CHART

THE STRUCTURE TABLE ON THIS DRAWING IDENTIFIES THE AS-SURVEYED

UNDERGROUND UTILITY MANHOLES THAT WERE FIELD MEASURED USING REASONABLE

AND TRADITIONAL SURVEYING PRACTICES. PIPE SIZES, DIRECTIONS AND ELEVATIONS

ARE INDICATED BY A COMBINATION OF FIELD EVIDENCE AND AVAILABLE RECORD

INFORMATION. UNDERGROUND UTILITY PIPE SIZES AND CONNECTIONS ARE MANY

TIMES AMBIGUOUS. SOME STRUCTURES MAY HAVE PIPES WITH UNKNOWN

CONNECTIONS, SUMPS AND / OR PIPES THAT ARE FILLED WITH DEBRIS. IT WILL BE UP

TO THE DESIGN ENGINEER TO LOOK AT THE PRESENTED SURVEY RESULTS AND

DECIDE IF FURTHER INVESTIGATION BY OTHER METHODS SUCH AS VACUUM CLEAN

OUT, UNDERGROUND RADAR, SMOKE TESTING AND PHYSICAL EXCAVATION IS

REQUIRED AS AN ADDITIONAL SERVICE.

UTILITY PROVIDER CONTACT #

MISS DIG

RESULTS DATE

AT&T TELEPHONE (616) 881-2268 RECEIVED 8/25/2025

COMCAST CABLE TV (855) 962-8525 RECEIVED 8/26/2025

CONSUMERS ENERGY GAS (219) 500-2070 RECEIVED 9/11/2025

DTE ENERGY (ELECTRIC) ELECTRIC (313) 552-2950 RECEIVED 8/27/2025

MADISON DISTRICT PUBLIC SCHOOLS FIBER

OPTICS

(248) 318-5192 RECEIVED 8/25/2025

MADISON HEIGHTS CITY POTABLE WATER (248) 589-2294 NOT RECEIVED

MADISON HEIGHTS CITY SANITARY SEWER (248) 589-2294 NOT RECEIVED

MADISON HEIGHTS CITY SEWER (COMBINED

SANI/STRM ONLY) (248) 589-2294 NOT RECEIVED

MADISON HEIGHTS CITY STORM SEWER (248) 589-2294 NOT RECEIVED

OAKLAND COUNTY DRAIN COMMISSIONER

EXEMPT

(248) 858-1116 NOT RECEIVED

OAKLAND COUNTY ROAD COMMISSION

TRAFFIC

(248) 858-4870 NOT RECEIVED

VERIZON WIRELESS FIBER OPTICS (800) 624-9675 NOT RECEIVED

TAX PARCEL No.

25-24-106-050

E GREIG AVE. ( 50' WIDE )

R R

D ( V

MADISON DISTRICT PUBLIC SCHOOLS

26550 JOHN R RD.

MADISON HEIGHTS, MI 48071

CLIENT:

SCALE: 1" = 20'

40'20'

TOPOGRAPHICAL SURVEY

(1 OF 2)

NP25108TPG-DV

1" = 20' C2.1

# TYPE RIM SIZE INVERT DIRECTION CONNECT

ROUND CATCH

BASIN 632.52 6'' 630.12 NE

TOP / WATER 629.92

TOP / DEBRIS 628.72

ROUND CATCH

BASIN 632.37 6'' 629.97 SE 3

TOP / WATER 629.77

TOP / DEBRIS 629.67

ROUND CATCH

BASIN 632.30 6'' 630.39 NW 2

4'' 630.50 SE

TOP / WATER 630.30

TOP / DEBRIS 628.90

ROUND CATCH

BASIN 632.45 4'' 630.25 NE BLDG

6'' 629.91 SE

TOP / WATER 629.91

TOP / DEBRIS 628.35

5 STORM MANHOLE 631.98 6'' 628.68 NW

6'' 629.08 SOUTH

4'' 629.38 EAST

C.O. /

BLDG

TOP / WATER 628.68

TOP / DEBRIS 628.08

6 STORM MANHOLE 632.22 10'' 627.47 NE

TOP / WATER 627.47

TOP / DEBRIS 626.22

ROUND CATCH

BASIN 631.99 6'' 629.31 SE BLDG

TOP / WATER 628.59

BOTTOM 627.29

SDA#10

SITE BM#100

TAX PARCEL No.

25-24-106-050

R R

D ( V

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

WILKINSON MIDDLE SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 24

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25108

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

MADISON DISTRICT PUBLIC SCHOOLS

26550 JOHN R RD.

MADISON HEIGHTS, MI 48071

CLIENT:

SCALE: 1" = 20'

40'20'

TOPOGRAPHICAL SURVEY

(2 OF 2)

NP25108TPG-DV

1" = 20' C2.2

NOT TO SCALE

LOCATION MAP

DECIDUOUS SHRUB

STRUCTURE NUMBER

SECTION CORNER

TRAVERSE POINT

CONIFEROUS SHRUB

SDA#10

GUTTER ELEVATION

TOP OF CURB ELEVATION

SPOT ELEVATION

UNDERGROUND

CONCRETE

TOP OF WALK ELEVATION

EDGE OF METAL ELEVATION

GROUND ELEVATION

TOP OF WALL ELEVATION

TOP OF PAVEMENT ELEVATION

ASPHALT

FOUND IRON

DOOR LEDGE ELEVATION

FINISH FLOOR ELEVATION

FOUND MONUMENT

FOUND P.K. NAIL

SET P.K. NAIL

MEASURED

SET P.K. NAIL W/SDA TAG

SET IRON W/SDA CAP

SET MAGNETIC NAIL W/SDA TAG

RECORD

CALCULATED

T/WALL

CONC

ASPH

F.P.K.

F.I.

MON

S.P.K.

MAG/TAG

S.P.K./TAG

S.I.

R C

SDA POINT No.10

GAS

MANHOLE

CATCH BASIN

WATERMAIN (WM)

OVERHEAD WIRE

UG ELECTRIC (ELEC.)

UG PHONE (PH)

SANITARY SEWER (SAN)

STORM SEWER (STM)

UG CABLE (CBL)

VALVE BOX

GAS METER

SEWER CLEAN OUT

GAS SHUT OFF VALVE

GATE VALVE & WELL

WATER SHUT OFF VALVE

UNVERIFIED MAPPED OBJECT

SPRINKLER VALVE BOX

LAWN SPRINKLER HEAD

ELECTRIC RISER OR METER

TELEPHONE RISER

FIRE HYDRANT

UTILITY POLE

AIR CONDITION UNIT

GUY WIRE

TRAFFIC SIGNAL

LIGHT POLE

POLE W/ TRAFFIC SIGNAL (OVER ROAD)

UTILITY POLE W/ LAMP EXTENSION

(ARROW INDICATES DIRECTION OF ARM)

LIGHT POLE WITH LAMP EXTENSION

FLAG POLE

GUARD RAIL

MAILBOX

SIGN

METAL OR CONC. POST

PARKING METER

WATER FOUNTAIN

GROUND LEVEL / DECORATIVE LIGHTING

WOOD FENCE

WOVEN WIRE FENCE (WW)

CHAIN LINK FENCE (CL)

BIKE RACK

BOULDER

STATUE OR SCULPTURE

BILLBOARD OR LARGE SIGN

BASKETBALL HOOP

INVERT ELEVATION

CULVERT

CORRUGATED METAL PIPE

BOUNDARY LINES

CENTERLINE OF DITCH

CONIFEROUS TREE

DECIDUOUS TREE

STUMP

CABLE TV RISER

C.O.

INV.

CMP

LEGEND

FO FIBER OPTIC

COMBINED SEWER

STEAM LINE

OIL LINE

5.0

ROW LINES

PROPERTY LINES

ASPHALT

CONCRETE

GRAVEL/ DIRT/ MULCH

BRICK / PAVERS

WATER

BOTTOM OF WALL ELEVATIONB/WALL

MAJOR CONTOUR

MINOR CONTOUR

SECTION LINES

EDGE OF BRUSH/WOODS

C T E

STE

DS-S

DS-G

DOWNSPOUT INTO STORM DRAIN

DOWNSPOUT TO GROUND

F UG FIBER (COMM.)

BENCH

SOCCER GOAL

PICNIC TABLE

WATER W/

VEGETATION

FOUND IRON PIPEF.I.P.

BUILDING

OVERHANGOVHG

DETECTABLE WARNING STRIP

W UNIVERSITY AVE.

E 11 MILE RD.

W GREIG AVE.

E GREIG AVE.

ANDOVER AVE.

W COWAN AVE.

E LINCOLN AVE.

W KALAMA AVE.

R R

O N

W O

RENZ ST.

I - 75

SITE

2NOT TO SCALE

KEY MAP

12 TAX PARCEL No.

25-24-106-050

R R

E GREIG AVE.

SITE BM#101

SITE BM#102

C.O.

GUY

GUYGUY

GUY

GUY E

APPROXIMATE PROPERTY LINE

TAX PARCEL No.

25-24-106-050

WILKISON MIDDLE SCHOOL

1 STORY BRICK BLDG.

#26524 JOHN R RD.

E GREIG AVE. ( 50' WIDE )

SITE BM#100

NE TAX PARCEL No.

25-24-106-050

R R

D ( V

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

WILKINSON MIDDLE SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 24

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25108

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

GRAPHIC SCALE

SURVEY NOTES DEMOLITION NOTESDEMOLITION NOTESDEMOLITION NOTES

DEMOLITION PLAN

NP25108DEM

1" = 20' C3.1

SITE BM#101

SITE BM#102

C.O.

GUY

GUYGUY

GUY

GUY E

APPROXIMATE PROPERTY LINE

TAX PARCEL No.

25-24-106-050

WILKISON MIDDLE SCHOOL

1 STORY BRICK BLDG.

#26524 JOHN R RD.

E GREIG AVE. ( 50' WIDE )

C4.1

CP-6

C4.1

CP-6

C4.1

CP-6

C4.1

CP-6

C4.1

BF-F

C4.1 X-1

C4.1

CP-6 C4.1

CP-6

C4.1 X-1

C4.1 X-1 C4.1

X-1

C4.1

CP-8

C4.1

CP-6

C4.1

CP-8

C4.1

CP-6

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

SITE BM#100

NE TAX PARCEL No.

25-24-106-050

R R

D ( V

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

AP-H

C4.1

CP-6

C4.1

CP-6

C4.1

CP-6

C4.1

AP-H

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

WILKINSON MIDDLE SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 24

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25108

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

GRAPHIC SCALE

LEGEND

6" CONCRETE WALK

DETAIL

C4.1

CP-6

RESTORATION NOTE

GRADING NOTES

SOIL EROSION MEASURES

SECTION

INTEGRAL WALK/CURB C4.1

X-1

PAVING CONSTRUCTION NOTES

CONCRETE COLLAR DETAIL

DETAIL

C4.1

GRADING LEGEND

HEAVY DUTY BITUMINOUS PAVEMENT

DETAIL

C4.1

AP-H

DRAINAGE STRUCTURE REPAIR:

8" CONCRETE PAVEMENT

DETAIL

C4.1

CP-8

SITE ENGINEERING PLAN

NP25108ENG

1" = 20' C4.1

NOT TO SCALE

AND PROPOSED CONCRETE SIDEWALK

TYPICAL JOINT BETWEEN EXISTING

CURB CATCH BASINS

PAVEMENT CATCH BASINS

STRUCTURE UNDERDRAIN DETAIL

MDOT DETAIL R-28-K MODIFIED

DETAIL

SIDEWALK RAMP TYPE F (FLARED SIDES, TWO RAMPS SHOWN)

C4.1

BF-F

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-4C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-4

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1

CP-6

C1.1 C6-S C1.1

CP-6

C1.1 X-1

C1.1 X-1C1.1

AP-H C1.1

AP-H

C1.1

AP-H

1"=10'

BID PLAN DATEPROJECT MANAGER

DEPARTMENT MANAGER APPROVAL DATE

DRAFTER

DESIGNER

CHECKED

DATE

SCALE:

JOB NO.

SHEET NO.

DRAWING NO.

DATENO. REVISION

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF

EXISTING UTILITIES (IN CONFLICT WITH PROPOSED

IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. CALL MISS

DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

UTILITY NOTE

UTILITY INFORMATION ON THIS DRAWING MAY BE FROM

INFORMATION DISCLOSED TO THIS FIRM BY THE VARIOUS

UTILITY COMPANIES, CITY/COUNTY AGENCIES AND OTHER

VARIOUS SOURCES. UNDERGROUND UTILITIES WHICH ARE ON

PRIVATE PROPERTY ARE USUALLY NOT DELINEATED UPON A

UTILITY COMPANY'S PUBLISHED PLANS. THEIR LOCATION, IF

SHOWN UPON THIS SURVEY, ARE APPROXIMATED FROM

FOUND PAINT MARKS/STAKES, ETC. AS LOCATED BY THIS FIRM

FROM SOURCES WHICH ARE UNKNOWN. NO GUARANTEE IS

GIVEN AS TO THE COMPLETENESS OR ACCURACY THEREOF.

CCOPYRIGHT SPALDING DeDECKER ASSOCIATES, INC.

THIS DRAWING AND THE SUBJECT MATTER CONTAINED

THEREON IS PROPRIETARY AND IS NOT TO BE USED OR

REPRODUCED WITHOUT WRITTEN PERMISSION OF SPALDING

DeDECKER ASSOCIATES, INC.

ADJUST SCALES ACCORDINGLY

IF NOT ONE INCH ON THIS SHEET,

BAR IS ONE INCH ON ORIGINAL DRAWING

VERIFY SCALES

Know what'sbelow.Call before you dig.

Engineering and Surveying Excellence Since 1954

905 South Blvd. East Rochester Hills, MI 48307

Phone (248) 844-5400 Fax (248) 844-5404 15 E. Baltimore St.

Detroit, MI 48202

Phone (313) 305-9120 Fax (313) 305-9121

27333 Meadowbrook Rd., Suite 210 Novi, MI 48377

Phone (248) 844-6274

400 Ann St. NW, Suite 204 Grand Rapids, MI 49504 Phone (616) 885-5802 www.sda-eng.com

(800) 598-1600

MADISON DISTRICT

PUBLIC SCHOOLS

MADISON HIGH SCHOOL

PAVEMENT IMPROVEMENTS

SECTION 13

TOWN 01 NORTH RANGE 11 EAST

CITY OF MADISON HEIGHTS

OAKLAND COUNTY, MICHIGAN

NP25107

12-19-251

C. YANG

J. ENSLEY

T. SOVEL

10-23-25

OWNER REVIEW

01-13-262 BIDS

SITE IMPROVEMENT PLAN

NP25107IMP

1" = 40' C1.1

LEGEND

SURVEY NOTES

OWNER

Madison District Public Schools 26550 John R Road Madison Heights, MI 48071

PHONE: (248) 399-7800

PAVING CONSTRUCTION NOTES - CONCRETE REPAIRS

RESTORATION NOTE

GRADING NOTES

SOIL EROSION MEASURES

NOT TO SCALE

AND PROPOSED CONCRETE SIDEWALK

TYPICAL JOINT BETWEEN EXISTING

CONCRETE ENTRY SLABS

SECTION

INTEGRAL WALK/CURB C1.1

X-1

4" CONCRETE WALK

DETAIL

C1.1

CP-4

GRAPHIC SCALE

6" CONCRETE WALK

DETAIL

C1.1

CP-6

6" CURB & GUTTER STANDARD PAN

DETAIL

(MDOT TYPE F1)

C1.1 C6-S

CIVIL SHEET INDEX

C1.1 - SITE IMPROVEMENT PLAN

C2.1 - TOPOGRAPHICAL SURVEY

C3.1 - DEMOLITION PLAN

C4.1 - SITE ENGINEERING PLAN

REFER TO SHEETS

C2.1 THRU C4.1 FOR

PROPOSED WORK IN

THIS AREA

DEMOLITION NOTES - CONCRETE REPAIRS

REFER TO SHEETS

C2.1 THRU C4.1 FOR

PROPOSED WORK IN

THIS AREA

HEAVY DUTY BITUMINOUS PAVEMENT

DETAIL

AP-H

SDA#10

SDA#11

SITE BM#100

SITE BM#101

GUYGUYGUY1

EC.O. C.O.

634634

633 633

MADISON HIGH SCHOOL

1 STORY BRICK BLDG.

#?915 E 11 MILE RD.

10' WIDE EASEMENT FOR UTILITIES

GRANTED TO THE DETROIT EDISON COMPANY

AS RECORDED IN LIBER 23955, PAGE 442

TAX PARCEL No.

25-13-376-003

SDA#12

SITE BM#102

STADIUM ENTRANCE

8 63

TAX PARCEL No.

25-13-376-003

BLEACHERS &

MAINTENANCE BLDG.

STORAGE &

BENCHMARK DESCRIPTIONS

NOT TO SCALE

LOCATION MAP

DATUM: GPS-DERIVED NAVD'88

SITE BM#100 BENCHTIE ON THE NORTH FACE OF UTILITY LIGHT POLE, LOCATED NORTH SIDE OF

DRIVEWAY ALONG NORTH DRIVEWAY TO GARAGE DOORS ON NORTH SIDE OF HIGH

SCHOOL BUILDING ±50 FEET NORTH AND ±250 FEET EAST OF THE NORTHWEST

CORNER OF BUILDING.

ELEV.=634.72

SITE BM#101 BENCHTIE ON THE NORTH FACE OF UTILITY LIGHT POLE, LOCATED NORTH SIDE OF

DRIVEWAY ALONG NORTH DRIVEWAY TO GARAGE DOORS ON NORTH SIDE OF HIGH

SCHOOL BUILDING ±50 FEET NORTH AND ±50 FEET EAST OF THE NORTHWEST

CORNER OF BUILDING.

ELEV.=634.56

SITE BM#102 SCRIBE "X" ON SOUTHWEST CORNER OF THE BASE FLAG POLE CONCRETE BASE

LOCATED SOUTH SIDE OF STADIUM RUNNING TRACK. (SHOWN BUT IT IS OUTSIDE

SURVEY LIMITS AREA.)

ELEV.=935.94