Addendum #4 Complete - Bid #26-03 ROHS 2026 Practice Field Renovations.pdf

PDF 1 MB Posted Oct 29, 2026

Attached to: ROYAL OAK HIGH SCHOOL PRACTICE FIELD RENOVATIONS
Solicitation number: RFP ROY 270000000065 7
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Oct 30, 2026

This Addendum No. 4, issued October 28, 2026, by Foresite Design, Inc., clarifies and modifies bid documents for the Royal Oak High School Natural Grass Practice Field Renovation project in Royal Oak Schools, Michigan. The project involves renovating a practice field with grading, drainage, and sod installation work. Three bidding options are available: a base bid to re-establish the field crown using existing onsite soils, Alternate Bid #1 to remove and replace 2 inches of existing topsoil with clean imported topsoil, and Alternate Bid #2 to remove and replace 4 inches of existing topsoil with clean imported topsoil. The revised bid due date is Wednesday, November 4, 2026, at 11:30 a.m. local time. Site visits must be scheduled in advance by contacting Mark Paulus at mark.paulus@royaloakschools.org or (248) 880-6791. Addendum No. 4 supersedes previous bid documents and modifies three drawing sheets: Site Plan (L1.02), Grading Plan (L1.03), and Drainage and Utility Plan (L1.04), with key revisions including clarification of bid alternates, revised field crown elevation, updated draintile layout and invert elevations, and a revised minimum draintile cover of 14 inches.

The addendum requires contractors to field verify all existing grades, site conditions, drainage structure locations, and invert elevations prior to commencing work and notify the landscape architect of any discrepancies before proceeding. All incidental work necessary to complete the project must be included in the contractor's proposal, and receipt of Addendum No. 4 must be noted on the proposal form, with failure to do so potentially subjecting the bidder to disqualification. The project specifications require that existing onsite soils proposed for reuse be tested and approved, with new topsoil provided as necessary to achieve a 1.0 percent slope and new sod installed upon completion of grading operations. Construction traffic is prohibited in designated areas as marked on the plans, and contractors must utilize low-pressure ground track equipment or floatation tires to prevent soil compaction and damage during construction.

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File	Type	Posted
Addendum #1 Complete - Bid #26-03l 2026 Practice Field Renovations.pdf	PDF	Oct 29, 2026
Addendum #2 Complete - Bid #26-03 ROHS 2026 Practice Field Renovations.pdf	PDF	Oct 29, 2026
Addendum #3 Bid 26-03 ROHS 2026 Practice Field Renovations.pdf	PDF	Oct 29, 2026
Advertisement For Bid - RFP #27-03 Royal Oak High School 2026 Athletic Field Renovations.pdf	PDF	Oct 29, 2026

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ADDENDUM 4

Project: Royal Oak Schools – Bid #27-03

Royal Oak High School 2026 Practice Field Renovations

Bid Due date: Wednesday, November 4, 2026 at 11:30 AM Local Time (REVISED)

I. General Information

1. For questions, contact Mark Paulus at mark.paulus@royaloakschools.org or (248) 880-

6791.

2. Any bidder wanting to visit the site, contact Mark Paulus at mark.paulus@royalschools.org or (248) 880-6791 to schedule a time. Bidders are not allowed to visit the building without an appointment.

3. Advertisement. 3rd Paragraph, Revise 3rd Sentence. Bids are to be submitted no than 11:30

AM Local Time, Wednesday, November 4, 2026.

4. Bid Package. Page 2, Article 1.2. Revise. DUE DATE FOR PROPOSALS: 1:00 p.m. local time, November 4, 2026.

5. Bid Package. Page 2, Revise Article 2.1.1. The Due Date for the receipt of Proposals is:

November 4, 2026 at 11:30 a.m. Local Time. (the “Due Date”).

6. Addendum #4 as prepared by Foresite Associates dated October 28, 2026. (attached)

END

FORESITE DESIGN, Inc.. | 26777 Central Park Blvd., Suite 125, Southfield, MI 48076 | foresitedesign.com

ADDENDUM NO. 4

Issue Date: October 28, 2026

Project Name: Royal Oak Schools

Royal Oak High School – Natural Grass Practice Field Renovation

This Addendum is issued prior to the receipt of Bids to clarify, modify or interpret the Bid Documents by additions, deletions, clarifications, or corrections. This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents. All requirements contained in the Contract Documents shall apply to this Addendum. All incidental work necessary to complete the work shall be included in the

Contractor’s Proposal even though not particularly mentioned. Parts of the Specifications and Drawings referred to herein supersede previously issued data and shall form a part of the Bid Documents.

Receipt of this Addendum should be noted on the proposal form; failure to do so may subject Bidder to disqualification.

NEW OR REVISED DOCUMENTS ISSUED WITH THIS ADDENDUM

Project Manual Documents: None

Substitution Requests: None

Drawings: L1.02, L1.03, L1.04

Sketches: None

PROJECT MANUAL DOCUMENTS DELETED OR REVISED

NONE

DRAWINGS DELETED OR REVISED

Item No. 1 Reference: Drawing L1.02 Site Plan (re-issued)

A. Added note clarifying base bid, alternate bid #1, and alternate bid #2.

Addendum No. 4 October 28, 2026

FORESITE DESIGN, Inc.. | 26777 Central Park Blvd., Suite 125, Southfield, MI 48076 | foresitedesign.com

Item No. 2 Reference: Drawing L1.03 Grading Plan (re-issued)

A. Revised crown of field of elevation

B. Added note that contractor shall verify all grades prior to commencement of work

Item No. 3 Reference: Drawing L1.04 Drainage and Utility Plan (re-issued)

A. Revised draintile layout and invert elevations to align with revised crown elevation

B. Added note that contractor shall verify all existing invert elevations prior to commencement of work

C. Revised minimum draintile cover to 14”.

END OF ADDENDUM NO. 4

cc: FDI File, Lecole Planners ec: Planholder list

ALTERNATE

FINISH

COMMON

FINISH

100M

START

110M

START

100M

START

110M

START

1 2 3 4 5 6 7 8

12345678

N O

S T R

U C

T R

A F F

S T R

U C

T R

A F F

NO CONSTRUCTION TRAFFIC

BASE BID: RE-ESTABLISH FIELD CROWN TO BE CENTERED

WITHIN TRACK. EXISTING ONSITE SOILS PROPOSED FOR

REUSE SHALL BE TESTED AND APPROVED IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS. PROVIDE NEW TOPSOIL

AS NECESSARY TO MEET 1.0% SLOPE. INSTALL NEW SOD

ONCE GRADING OPERATIONS ARE COMPLETE.

ALT BID #1: REMOVE AND REPLACE 2" OF EXISTING TOPSOIL

WITH CLEAN, IMPORTED TOPSOIL

ALT BID #2: REMOVE AND REPLACE 4" OF EXISTING TOPSOIL

WITH CLEAN, IMPORTED TOPSOIL

LEGEND

EXISTING PROPOSED

DRAINAGE STRUCTURE

FENCE

SPOT ELEVATION

STORM DRAIN

LIGHT POLE

ELECTRICAL

WATER

TELEPHONE

DRAINAGE STRUCTURE

CHAINLINK FENCE - SEE PLANS FOR HT.

SPOT GRADE

6" PERFORATED DRAINTILE

8" PERFORATED DRAINTILE

STORM DRAIN

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

XXX.XX AS-BUILT SPOT ELEVATION

XXX.XX

RIM=XXX.XX RIM ELEVATION

TOP OF CURB ELEVATIONT/C=XXX.XX

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATIONME ± XXX.XX

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

TOPSOIL & SOD

30' 60'SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

NOTES:

1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES

NOTES:

1. LAY SOD IN A STAGGERED PATTERN

2. THE EDGES OF THE ADJACENT SOD

PIECES SHOULD BE IN CONTACT

WITHOUT OVERLAPPING.

3. BE SURE UNDERLYING SOIL IS MOIST.

4. AVOID STRETCHING SOD.

5. USE OF EQUIPMENT OF EXCESSIVE

WEIGHT OR EXCESSIVE TRAVEL

OVER GRADE WILL NOT BE

PERMITTED.

6. CONTRACTOR SHALL UTILIZE LOW

PRESSURE GROUND TRACK

EQUIPMENT OR FLOATATION TIRES

FOR MOVING SOIL, TO PREVENT

COMPACTION AND/OR DAMAGE TO

THE SOIL STRUCTURE DURING

CONSTRUCTION.

DIRECTION OF SLOPE

OR WATER FLOW.

PLAN VIEWSECTION

TYPICAL SOD PLANTING DETAIL

3/16"=1'-0"

SUB SOIL

NEW TOPSOIL TO ACHIEVE FINISH

GRADE - DEPTH VARIES SOD

SCARIFY SUB SOIL TO A

DEPTH OF 4" PRIOR TO

TOPSOIL PLACEMENT

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

10/05/26 BID SET

10/05/2026

ROYAL OAK

HIGH SCHOOL

NATURAL GRASS

PRACTICE FIELD

RENOVATION

ROYAL OAK SCHOOLS

800 DEVILLEN

ROYAL OAK, MI 48073

BN MDS

AS SHOWN

10/28/26 ADDENDUM #4

SITE PLAN

L1.02

AutoCAD SHX Text 6"

AutoCAD SHX Text 666.34

AutoCAD SHX Text

8 DT

E X

E D

G E

T R

A C

E X

E D

G E

T R

A C

C R

O W

L D

1.0% SLOPE

S T R

U C

T R

A F F

S T R

U C

T R

A F F

NO CONSTRUCTION TRAFFIC

ESTABLISH HIGH POINTS AND

POSITIVE DRAINAGE SWALES

BETWEEN INLETS. SLOPE ALL

SWALES TO DRAINAGE

STRUCTURES (TYP.)

ESTABLISH HIGH POINTS AND

POSITIVE DRAINAGE SWALES

BETWEEN INLETS. SLOPE ALL

SWALES TO DRAINAGE

STRUCTURES (TYP.)

L O

P E

668.45

668.75

668.45

668.75

668.00

668.50

668.00

668.45

668.75

668.45

668.88

668.45

668.75

668.67

668.75

668.45

668.75

667.60

667.43

667.94

668.75

667.60

668.35

CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND

SITE CONDITIONS PRIOR TO CONSTRUCTION. GRADES

SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

RECORD INFORMATION AND SHALL NOT BE RELIED UPON

WITHOUT FIELD VERIFICATION. CONTRACTOR SHALL

NOTIFY THE LANDSCAPE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

30' 60'

SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

10/05/26 BID SET

10/05/2026

ROYAL OAK

HIGH SCHOOL

NATURAL GRASS

PRACTICE FIELD

RENOVATION

ROYAL OAK SCHOOLS

800 DEVILLEN

ROYAL OAK, MI 48073

BN MDS

AS SHOWN

10/28/26 ADDENDUM #4

GRADING PLAN

L1.03

AutoCAD SHX Text 6"

AutoCAD SHX Text

BURIED STM MH (RECORD)

AutoCAD SHX Text

CB RIM 666.04 10" E 661.18

AutoCAD SHX Text

STM MH RIM 667.00 10" E 660.90 10" W 660.92

AutoCAD SHX Text 666.81

AutoCAD SHX Text 666.54

AutoCAD SHX Text 667.52

AutoCAD SHX Text

CB RIM 666.63 18" S 659.21 18" N 659.48 8" E 659.56

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RISER(ELEC)

AutoCAD SHX Text 668.88

AutoCAD SHX Text 668.74

AutoCAD SHX Text 667.76

AutoCAD SHX Text 667.66

AutoCAD SHX Text 668.70

AutoCAD SHX Text 668.50

AutoCAD SHX Text 668.25

AutoCAD SHX Text

SHOT PUT

AutoCAD SHX Text 667.65

AutoCAD SHX Text 667.70

AutoCAD SHX Text 667.48

AutoCAD SHX Text 667.30

AutoCAD SHX Text 667.15

AutoCAD SHX Text 666.98

AutoCAD SHX Text 667.48

AutoCAD SHX Text

BLDG FF 667.63

AutoCAD SHX Text 667.94

AutoCAD SHX Text 668.46

AutoCAD SHX Text 668.60

AutoCAD SHX Text 668.01

AutoCAD SHX Text 667.47

AutoCAD SHX Text 668.40

AutoCAD SHX Text 666.66

AutoCAD SHX Text 666.94

AutoCAD SHX Text 668.36

AutoCAD SHX Text 668.62

AutoCAD SHX Text 667.78

AutoCAD SHX Text 666.98

AutoCAD SHX Text 667.44

AutoCAD SHX Text 667.28

AutoCAD SHX Text 666.91

AutoCAD SHX Text 665.79

AutoCAD SHX Text 667.38

AutoCAD SHX Text 666.81

AutoCAD SHX Text 668.97

AutoCAD SHX Text

AutoCAD SHX Text STM MH RIM 666.91 18" N 658.83 18" W 658.64 18" E 658.57 12" S 660.16 8" SW 660.84

AutoCAD SHX Text

CB RIM 668.79 18" E 658.25 18" W 658.46 WEIR 653.85

AutoCAD SHX Text 668.15

AutoCAD SHX Text 668.22

AutoCAD SHX Text 669.34

AutoCAD SHX Text

AutoCAD SHX Text 669.08

AutoCAD SHX Text

AutoCAD SHX Text 667.95

AutoCAD SHX Text 667.66

AutoCAD SHX Text 668.65

AutoCAD SHX Text 668.40

AutoCAD SHX Text 668.57

AutoCAD SHX Text

CB RIM 665.13 12" W 657.27 18" N 660.26 24" N 651.05

AutoCAD SHX Text

CB RIM 665.12 8" E 657.42 18" NW 657.42 18" SW 657.42

AutoCAD SHX Text

CB RIM 667.52 BOTTOM 657.51

AutoCAD SHX Text

CB RIM 667.23 BOTTOM 657.45

AutoCAD SHX Text 668.20

AutoCAD SHX Text 668.30

AutoCAD SHX Text 666.34

AutoCAD SHX Text 668.58

AutoCAD SHX Text

STM MH RIM 668.57 18" NW 659.78 18" SE 659.68 WEIR 657.90

AutoCAD SHX Text 669.32

AutoCAD SHX Text

AutoCAD SHX Text 669.13

AutoCAD SHX Text

CONC

AutoCAD SHX Text 669.02

AutoCAD SHX Text

AutoCAD SHX Text 666.16

AutoCAD SHX Text

AutoCAD SHX Text 666.43

AutoCAD SHX Text 666.83

AutoCAD SHX Text 666.72

AutoCAD SHX Text 666.62

AutoCAD SHX Text 667.29

AutoCAD SHX Text 667.36

AutoCAD SHX Text 666.91

AutoCAD SHX Text 666.55

AutoCAD SHX Text 666.68

AutoCAD SHX Text 666.77

AutoCAD SHX Text 667.16

AutoCAD SHX Text 667.48

AutoCAD SHX Text 667.17

AutoCAD SHX Text 666.82

AutoCAD SHX Text 666.51

AutoCAD SHX Text 666.63

AutoCAD SHX Text 666.79

AutoCAD SHX Text 667.23

AutoCAD SHX Text 667.46

AutoCAD SHX Text 667.02

AutoCAD SHX Text 666.79

AutoCAD SHX Text

STM MH RIM 666.89 BOT 636.91

AutoCAD SHX Text 666.58

AutoCAD SHX Text 666.88

AutoCAD SHX Text 667.25

AutoCAD SHX Text 667.40

AutoCAD SHX Text 666.82

AutoCAD SHX Text 666.84

AutoCAD SHX Text 666.71

AutoCAD SHX Text 666.38

AutoCAD SHX Text 666.32

AutoCAD SHX Text 666.65

AutoCAD SHX Text 666.66

AutoCAD SHX Text 666.69

AutoCAD SHX Text 666.60

AutoCAD SHX Text 667.06

AutoCAD SHX Text 666.86

AutoCAD SHX Text 666.85

AutoCAD SHX Text 666.40

AutoCAD SHX Text 666.35

AutoCAD SHX Text 667.04

AutoCAD SHX Text 667.38

AutoCAD SHX Text 667.29

AutoCAD SHX Text 667.45

AutoCAD SHX Text 667.49

AutoCAD SHX Text 667.09

AutoCAD SHX Text 666.25

AutoCAD SHX Text 666.54

AutoCAD SHX Text 667.22

AutoCAD SHX Text 667.60

AutoCAD SHX Text 667.32

AutoCAD SHX Text

EDGE OF TREES

AutoCAD SHX Text 667.00

AutoCAD SHX Text

48"SILVER MAPLE

AutoCAD SHX Text 666.92

AutoCAD SHX Text 666.90

AutoCAD SHX Text 667.44

AutoCAD SHX Text 667.31

AutoCAD SHX Text

4"CRABAPPLE(3)

AutoCAD SHX Text 668.66

AutoCAD SHX Text

SN (NO DOGS)

AutoCAD SHX Text 670.13

AutoCAD SHX Text 670.70

AutoCAD SHX Text

S T R

U C

T R

A F F

S T R

U C

T R

A F F

NO CONSTRUCTION TRAFFIC

25'

IE 665.87

IE 665.80

IE 665.73

IE 665.65

IE 665.37IE 665.32

IE 665.08

IE 664.99

IE 664.90

IE 663.83

IE 663.78

IE 663.49

IE 663.55

IE 664.18

IE 664.23

IE 665.18

IE 665.23

IE 666.19

IE 665.91

IE 665.93

IE 665.35

IE 665.19

IE 665.01

EXISTING CATCH BASIN

APPROX. RIM = 668.00

I.E. E = 665.42

I.E. NW = 664.87

I.E. SW = 664.84

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. NE = 665.35

I.E. NW = 665.35

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. N = 665.90

I.E. W = 665.96

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. NE = 664.20

I.E. W = 665.51

I.E. SE = 664.20

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. SE = 663.52

I.E. SW = 663.52

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. NE = 665.21'

I.E. SE = 665.21'

PROPOSED 2' DIA. CATCH BASIN

RIM = 668.00

I.E. NW = 663.81'

I.E. SW= 663.81'

EXISTING STRUCTURE

APPROX. RIM = 668.00

I.E. E = 665.46

I.E. NW = 662.82

I.E. S = 662.83'

8" I.E. W = 662.33

IE 666.41

IE 666.68

IE 666.93 IE 667.18

IE 667.51

IE 667.26

IE 667.01

IE 666.74

IE 666.41

IE 666.68

IE 666.93

IE 667.18

IE 666.93

IE 666.68

IE 666.41

IE 666.33

IE 666.22

IE 665.97

IE 665.72

IE 665.44

IE 665.56

IE 665.84

IE 666.10

IE 666.36

IE 666.48

IE 666.10 IE 665.83

IE 665.55

IE 666.86

IE 666.74

IE 666.49

IE 666.24 IE 665.97

CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND

INVERTS OF THE EXISTING 6" COLLECTOR PIPE PRIOR TO

INSTALLATION OF THE NEW DRAIN TILE SYSTEM.

INFORMATION SHOWN ON THE DRAWINGS IS BASED ON

AVAILABLE RECORD INFORMATION AND SHALL NOT BE

RELIED UPON WITHOUT FIELD VERIFICATION. CONTRACTOR

SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

30' 60'

SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

DRAINAGE & UTILITY LEGEND:

NEW 2' DIA, DRAINAGE STRUCTURE

NEW 6" PERFORATED DRAINTILE. SLOPE VARIES, SEE INVERTS. MINIMUM 14" COVER.

EXISTING DRAINAGE STRUCTURE. ADJUST RIM TO PROPOSED ELEVATION. EXISTING RIM AND

INVERT ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY STRUCTURE

LOCATION, RIM, AND INVERT ELEVATIONS, PIPE SIZES, AND CONNECTION CONFIGURATION

PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH THE TIE-IN.

EXISTING 6" COLLECTOR PIPE AT 0.5% SLOPE ON INTERIOR OF TRACK

EXISTING DRAINAGE STRUCTURE OBSERVED IN THE FIELD; STRUCTURE IS NOT SHOWN ON

THE AVAILABLE SURVEY. RIM IS APPROX. 6" - 8" BELOW THE ADJACENT STRUCTURE RIM.

CONTRACTOR SHALL FIELD VERIFY LOCATION, RIM AND INVERT ELEVATIONS, PIPE SIZES,

AND CONNECTION CONFIGURATION PRIOR TO CONSTRUCTION.

PLACE FRAME IN FULL

BED OF MORTAR

EJIW 1040 - "2"

#4 BARS AT 12"

O.C. EACH WAY

PRECAST OR POURED CONC.

BASE - 2500 PSI AT 28 DAYS

(IF PRECAST IS USED PLACE

2" MIN. SAND SUB-BASE)

STANDARD LAWN CATCH BASIN DETAIL

SCALE 3/4"=1'-0"

" 4"

24" DIA.

U M

PIPE SIZE VARIES,

REFER TO PLANS

6" DRAINTILE SECTION

SCALE 3/4"=1'-0"

4" TOPSOIL

AND SOD

PERFORATED

DRAINTILE

UNDISTURBED

SUBGRADE

PEASTONE

BACKFILL

GEOTEXTILE

FABRIC

x3 PIPE

DIA.

REFER TO PLANS

6" PERF.

DRAINTILE

UNDISTURBED

SUBGRADE

4" TOPSOIL

AND SEED

PEASTONE

6" DRAINTILE SECTION

SCALE 3/4"=1'-0"

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

10/05/26 BID SET

10/05/2026

ROYAL OAK

HIGH SCHOOL

NATURAL GRASS

PRACTICE FIELD

RENOVATION

ROYAL OAK SCHOOLS

800 DEVILLEN

ROYAL OAK, MI 48073

BN MDS

AS SHOWN

10/28/26 ADDENDUM #4

DRAINAGE AND

UTILITY PLAN

L1.04

AutoCAD SHX Text 6"

AutoCAD SHX Text

BURIED STM MH (RECORD)

AutoCAD SHX Text

CB RIM 666.04 10" E 661.18

AutoCAD SHX Text

STM MH RIM 667.00 10" E 660.90 10" W 660.92

AutoCAD SHX Text

CB RIM 666.63 18" S 659.21 18" N 659.48 8" E 659.56

AutoCAD SHX Text STM MH RIM 666.91 18" N 658.83 18" W 658.64 18" E 658.57 12" S 660.16 8" SW 660.84

AutoCAD SHX Text

CB RIM 668.79 18" E 658.25 18" W 658.46 WEIR 653.85

AutoCAD SHX Text

CB RIM 665.13 12" W 657.27 18" N 660.26 24" N 651.05

AutoCAD SHX Text

CB RIM 665.12 8" E 657.42 18" NW 657.42 18" SW 657.42

AutoCAD SHX Text

CB RIM 667.52 BOTTOM 657.51

AutoCAD SHX Text

CB RIM 667.23 BOTTOM 657.45

AutoCAD SHX Text 666.34

AutoCAD SHX Text

STM MH RIM 668.57 18" NW 659.78 18" SE 659.68 WEIR 657.90

AutoCAD SHX Text

STM MH RIM 666.89 BOT 636.91

File details come from the government source that posted it. Updated Oct 30, 2026.