City Hall (269) 857-2603

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MEMORANDUM TO:

Planning Commission City of Saugatuck

FROM:

Grayson Moore Director of Planning/Zoning

DATE:

May 21, 2026

RE:

Site Plan Extension Request, Brian Ruiter: 405 Park Street

REQUEST: The applicant requests approval from the Planning Commission for an extension of one (1) year in accordance with Section 154.065 for PZ24071, the renovation of a multifamily unit interior and addition of three (3) seasons room and two (2) bathrooms underneath the existing deck originally issued on May 2, 2025. BACKGROUND: The property is located in the Resort C-4 zoning district and previously received site plan approval from the Planning Commission in 2025. Prior to the permit expiration date, the applicant submitted a request for an extension of the previously approved zoning permit for the clubhouse renovation and addition located at 405 Park Street. The applicant provided the following explanation and evidence demonstrating that the development is likely to commence construction within the requested one-year extension period: We are currently in the process of obtaining our building permit and are awaiting issuance of the SESC permit from the county. Once that is in hand, we will submit our final materials to MTS for permit approval. As part of that process, we understand updated or extended zoning documentation may be required. The construction is now intended to begin in September of 2026. The applicant has also submitted revised plans that qualify as minor changes eligible for administrative approval. The originally approved plans, along with the administratively approved amended plans, are attached. The revisions include: 1. The originally approved east addition is no longer proposed.

Page 12

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Text of page 12

2. The north addition configuration has changed slightly in that the entry area adjacent walls will meet to create a vestibule entrance. Originally Approved:

Administratively Approved Amendment:

APPLICABILITY: Pursuant to Section 154.065, the Planning Commission may approve a one-year extension for a previously approved site plan where the applicant has provided evidence demonstrating that the development is likely to commence construction within the extension period. RECOMMENDATION: The applicant submitted the extension request in compliance with Section 154.065, Validity of Site Plans. Staff finds the request reasonable given the pending issuance of the county SESC permit and the applicant’s stated timeline for obtaining remaining approvals and commencing construction. Based on the information provided, it is reasonable to conclude that construction is likely to begin within the requested one-year extension period. A sample motion is provided below: I move to approve the applicants request for the extension of PZ24071 as amended for a period of one (1) year. 2

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t. Park S

67'-

" 0 1/4

1/4" 68'-4

1'-6 1/4"

3/8" 201'6

15'

1/4" 67'-0

25 '

AREA=8760 SqFt Units 1,2 & 3

e Lodg Main

Public Utility Easement

A3

A1

83 '83 5 1 '-5 /2" 1/ 2"

101'-6"

Area=8895 Sq.Ft. 7'

AREA=13144 Sq.Ft. A2

25'

" '-1 12

54'-10 1/

" 3/4

Ri ve r

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146'-3 1/ 2"

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Experience . . . the Difference

www.nederveld.com 800.222.1868

PERRYMAN STREET

BLISS STREET

HOLLAND

SITE

730 Chicago Dr. Holland, MI 49423 Phone: 616.393.0449

O ZO

VE RI

MA

LA

GRAND RAPIDS

BENCHMARK #109 ELEV. = 586.32

217 Grandville Ave., Suite 302 Grand Rapids, MI 49503 Phone: 616.575.5190

58 8.0 4

58 7.9 2

KA

ANN ARBOR 8 8.6 1 8.9 57

57 8.8 9

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PREPARED FOR:

57 8

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57 9.3 0

58 3.5 0

58 4.4 7

58 0.0 7

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2 4.8 58

58 O7.43

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58 7.8 3

8 9.8 5 7

58 2.6 0

58 7.1 7O

NOT TO SCALE

3037 Miller Rd. Ann Arbor, MI 48103 Phone: 734.929.6963

58 4.9 6

LOCATION MAP

2 2.5

6.3

True North Companies Dan Cook 500 1st St SE Cedar Rapids, IA 52401

58 6.6 9

4.5

DOCK

58 7.

2 9.6

2.4 1

.08 57 9

9.2 0

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License No. 4001047953 P

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F E S S IO NA

.80 4/30/2025 16:58

PROJECT NO: 25200406 SHEET NO:

Civil Engineering

Land Surveying

High Definition Scanning

Forensic Engineering

Fire Investigation

SHEET:

HM

TO

NOTE: EXISTING UTILITIES AND SERVICE LINES IDENTIFIED AS "(PLAN)" WERE OBTAINED FROM AVAILABLE CITY AS-BUILT RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND STATUS OF ALL UTILITIES AND SERVICE LINES PRIOR TO NEW CONNECTIONS.

1 OF 1

© 2025 Nederveld, Inc.

25200406TO.dwg

UTILITY LOCATIONS ARE DERIVED FROM ACTUAL MEASUREMENTS OR AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA.

Landscape Architecture

Scott A Hendges

Know what's below. CALLbefore you dig.

Land Planning

O F M IC HI

ST

.91 57 8

STAMP:

LOT 5, OAK KNOLLS PLAT, SECTION 9, T3N, R16W, CITY OF SAUGATUCK, ALLEGAN COUNTY, MICHIGAN

405 PARK STREET

VE RI M AZ OO LA KA

'20

SCALE: 1" = 20'

58 2.0 4

.78

58 0 .35 58 0 5

SE

40'

2.0 1 58

58 3.3 1 6 58 3.5

58 3.0 8 0.1 4 3

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2 9.3

57 9.6

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58 3 58

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DO CK

0' 4.6 ' 17 5.00 "E 17 '17 E 14 0'00" ° 52 °0 = N 56 M =N D

8 7.0

2 8.4 58 58 6.7

5 58

3.3 0 58 24" DBL

Concrete

MOST N'LY COR LOT 1

8.8

0 7 2.3 58

1 0.3 59 1

8 58 2.3 5

DO CK

58 2.5

Miss Dig Flag - Gas

Existing Building

2.4 .64 .65 58 2

2.6 2 58

2.4

1.0 7 59 3.9 8 59 4.4 8

0.4 4 60

Mailbox

DO CK

Asphalt

DO C

3.1

RIP RAP

3 58

'2 45

Iron-Set

58 2

2 2.9 58

3 3.5

58 2.1 1

Watermain

.47

57 8.8 5

9 3.0 58

1 3.8 58 584

3.1

Iron-Found

3.3

3.9 58

58 59

59 2.0 4

59 2

Overhead Utility

2.4

7 2.5 2

2 4.0

59 7

7 9.1

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3.4

58 3

DO CK

' 4.2

58 DECK

4.4 1

2 2.8

2 9.2 59

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5 4.0 58

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9.4

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OH

EXISTING HOUSE

2 3.9 58

9.9 59

Gas Line

9.5

9.9 7 59

7 1.0 60 6 0.2

14 .1'

.35

.07

Guy Anchor

57 8.8 4

58 4.4 2

58 5.0 8

0. 6008 0.1 1

59 60

0 0.3 60

GRAVEL

5 4.5

.74 59 9

59 0.0 6

Gas Meter

57 8.8 9

9 7.5 59

F.F. = 584.53

3.9

Underground Fiber Marker

4.5

59 1.2 4 9 8 0.0 60

9 0.1

8 0.0 60

5 DOCK 2.6 58

599.04

OH

9.0579 9

58 1.7 8 58 3.7 3

58 7.7 0 58 7.7 8 9.0 59

3 9.6 59

3 0.1 0.0 4

4 59

60 1.3 3 60 1

58 0.0 0

58 0.5 7

58 6.9 58 8.8 5 9 2 86. 58 66 6.3 4

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58 8.5 2 58 9.0 2

=N 34 °53 '17 "E 0.1 9

M .79 59 0

4 9 0.4 60

60 1.2 2 60

3 0.6 60

58 7.7 58 7 7

Evergreen Tree

8 2.0

9.7 599 9 .41

7 OH

1.5 59

W 5

5.5

W 5 5.8

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OH

59 '

4.0

10"

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OH94.60

4 3.2

59 60

3 2.8

60 0 60 0.6

OH

EXISTING BLDG F.F. = 601.13

Date:

F.F. = 592.96

10 .5

G 5.4 59 1 5 OH .71

G 2

G 3.6 0

G 6 3.5 59 59

F.F. = 600.98

17"

N52°14'17"E 7.03' H

8 0.5

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12"

3.0 59

2.5 1

.46 59 2

Sanitary Manhole

59 3

Sign

OH

3 2.7 59

59 4.4 4

2.5

Utility Pole

58 0

9.9

15" .50

2 5.9

BLDG COR 4.0' N OF PROP LINE

8 3.1 59

.3' 18

Post

6 600

0.5

4.7

2 3.8 59

Electric Meter

ST RE ET K PA R

9 3.8 59

3 59

Rev: Drawn:

DECK

EXISTING HOUSE #405

' 5.8

.56

Miss Dig Flag - Water

.02

1 60

.9' 15

W 6

LEGEND

.26

3 59

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Deciduous Tree

2ND STORY DECK

.90

BENCHMARK #109 ELEV. = 586.32 (NAVD88) Marker Square on Southeast side of metal seawall. Located on the South side of Park Street & 20'± North of the North boundary line of subject parcel.

14" DBL

12"

9 59

8.2

BENCHMARK #107 ELEV. = 588.92 (NAVD88) Set spindle in Northwest side of power pole. Located on the South side of Park Street in parking lot of building #405 Park Street.

4.4

REVISIONS:

14"

59 3

WATERS EDGE LOCATED 4-15-25

11"

3.3

Date: 4-15-25

BENCHMARKS

Control Point/ Benchmark

0.6

1 59

.8 79

5 6 7.6

58 9.6 1

59 0.5 7

OH

4) Waters edge as plotted and shown hereon was field located on April 15, 2025. The boundary along the waters edge is subject to change due to natural causes and it may or may not represent the actual location of the limit of title.

.12

58 8.5 6

58 9.5 3

1.0 5 59

3) NOTE TO CONTRACTORS: 3 (THREE) WORKING DAYS BEFORE YOU DIG, CALL MISS DIG AT TOLL FREE 1-800-482-7171 FOR UTILITY LOCATIONS ON THE GROUND.

58 9O.6 7H

59 0.6 5

2) Source information from plans and markings has been combined with observed evidence of utilities to develop a view of the underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdictions, 811 or other similar utility locate requests from surveyors may be ignored or result in an incomplete response. Where additional or more detailed information is required, the client is advised that excavation may be necessary.

8.7

.4 83

W G 5

1) Flood Zone Classification: An examination of the National Flood Insurance Program's Flood Insurance Rate Map for Community Number 260305, Map Number 26005C0162G, with an Effective Date of June 21, 2023, shows this parcel to be partially located in Zone AE 100 Year Floodplain = 581.5 (NAVD88) (subject to map scale uncertainty).

8 58 8.89 8.6 5O 88 H 2 .43 58 8.1 1

8 0.0 59

58 4.7

9.8 0 58

BENCHMARK #107 ELEV. = 588.92

CREATED: Drawn: HM

100 YEAR FLOODPLAIN 5

W G

OH

57 9.3 4

58 8.3 0

5 58

.56

57 9.5 3

3 6.8

OH7.80

58 8.7 3

8.9

SURVEYOR'S NOTES

Cleanout

3.3

58 2.9 2

GRAVEL

(Warranty Deed recorded in Liber 739, Page 330 at the Allegan County Register of Deeds)

Air Conditioning

6 3.1

58 4.1 8

All of Lot 25 of Oak Knolls Plat, Village of Saugatuck, County of Allegan, State of Michigan, excepting: That part of Lot 25, Oak Knolls Plat described as follows: Commencing at the most Northerly corner of Lot 1 of said Oak Knolls Plat running thence Southeasterly along the Northeasterly line of Lot 1, 80.8 feet to the most Southerly corner of Lot 25; running thence North 56 degrees East, 175 feet along the Southeast boundary of said Lot 25; running thence Northwesterly parallel with the Northeasterly line of Lot 1 to the Southeasterly line of Park Street; running thence Northwesterly along the Southeasterly line of Park Street to the point of beginning. Also excepting the North 18 feet of Lot 25, Oak Knolls Plat. Together with all riparian rights appurtenance thereto.

OH 51

The following described lands and premises situated in the Village of Saugatuck, County of Allegan, and State of Michigan.

58 3.6 1

58 4.7 8

DESCRIPTION

58 4.2 3

OH

58 8.0 4

EY O

PA

RV

EET

Topographic Survey

RK

STR

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Page 24

Page 24 of the packet; its text follows
Text of page 24

Amended Administratively Approved Plans 2026

Page 25

Page 25 of the packet; its text follows
Text of page 25

PROPERTY DESCRIPTION:

BENCHMARK #109 ELEV. = 586.32

NOTES:

dlb

david lee bareman

Architects, LLC

S87°25'32"E 92'±

TOPOGRAPHICAL SURVEY & DEMO PLAN

956 College Ave. Holland, Michigan 49423 tel 616-392-6995 (call first) fax 616-392-2120

BENCHMARK #107 ELEV. = 588.92

eenstra & Associates, Inc.

1ST FLR CLUBHS REDO #3 CASA LOMA MARINA, 405 PARK STREET

DOCK

CIVIL ENGINEERS & SURVEYORS

WATERS EDGE LOCATED 4-15-25

6.9

BENCHMARKS:

FACILITY RENOVATION & ADDITION

34 =N M

ET

DOCK

PA

RK

ST

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LEGEND

DO

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N52°14'17"E 7.03'

RI

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BLDG COR 4.0' N OF PROP LINE DO

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.07

EXISTING HOUSE

7 S3 5'2

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DO

CK

9'± 100 YEAR FLOODPLAIN

RIP RAP

DO

DATE: ISSUED FOR: 12/16/2024 CONSTRUCTION 03/30/2026 OWNER REVIEW 03/31/2026 ADDENDUM #1

CK

DO CK

MOST N'LY COR LOT 1

0' 4.6 ' 17 5.00 "E 17 '17 E 14 0'00" ° 52 °0 = N 56 M =N D

'20

S3 .80

OF MICHI

JUSTIN R BRANDS

YO

VE

NS

UR

LI CE

PROFESSIONAL SURVEYOR NO. 4001071372 D S PR O FE IO N A L SS

Know what's below.

Callbefore you dig.

www.CALL811.com

NORTH

TE

AN

ST A

dlb

Architects, LLC

26-01

ELEV. = 586.32 (NAVD88)

(previously 24-25)

BENCHMARK #109

'17

ELEV. = 588.92 (NAVD88)

°53

BENCHMARK #107

SAUGATUCK, MICHIGAN 49453

3145 Prairie St., SU 103 Grandville, MI 49418 tel 616-457-7050 email randy@feenstrainc.com

GRAVEL

C1

C COPYRIGHT

2026

Page 26

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Page 27

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PROPERTY DESCRIPTION:

BENCHMARK #109 ELEV. = 586.32

BENCHMARKS: BENCHMARK #107

dlb

david lee bareman

Architects, LLC

S87°25'32"E 92'±

956 College Ave. Holland, Michigan 49423 tel 616-392-6995 (call first) fax 616-392-2120

BENCHMARK #107 ELEV. = 588.92

ELEV. = 588.92 (NAVD88)

eenstra & Associates, Inc.

DOCK

ELEV. = 586.32 (NAVD88)

1ST FLR CLUBHS REDO #3 CASA LOMA MARINA, 405 PARK STREET

BENCHMARK #109

CIVIL ENGINEERS & SURVEYORS

6.9

WATERS EDGE LOCATED 4-15-25

FACILITY RENOVATION & ADDITION

°53

'17

GENERAL NOTES:

PA

RK

ST

RE

ET

DOCK

DO

CK

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DO

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UTILITY PLAN

REQUIREMENTS:

SAUGATUCK, MICHIGAN 49453

3145 Prairie St., SU 103 Grandville, MI 49418 tel 616-457-7050 email randy@feenstrainc.com

GRAVEL

.07

EXISTING HOUSE

7 S3 5'2

°4 0" E

DO

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9'± 100 YEAR FLOODPLAIN

RIP RAP

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DATE: ISSUED FOR: 12/16/2024 CONSTRUCTION 03/30/2026 OWNER REVIEW 03/31/2026 ADDENDUM #1

CK

0' 4.6 ' 17 5.00 "E 17 '17 E 14 0'00" ° 52 °0 = N 56 M =N D

'20

S3 .80

80 R

Know what's below.

Callbefore you dig.

www.CALL811.com

NORTH

dlb

Architects, LLC

26-01

MOST N'LY COR LOT 1

(previously 24-25)

DO CK

C3

C COPYRIGHT

2026

Page 28

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Text of page 28

SOIL EROSION KEY NOTES:

BENCHMARK #109 ELEV. = 586.32

dlb

david lee bareman

Architects, LLC

S87°25'32"E 92'±

956 College Ave. Holland, Michigan 49423 tel 616-392-6995 (call first) fax 616-392-2120

BENCHMARK #107 ELEV. = 588.92

eenstra & Associates, Inc.

1ST FLR CLUBHS REDO #3 CASA LOMA MARINA, 405 PARK STREET

DOCK

CIVIL ENGINEERS & SURVEYORS

FACILITY RENOVATION & ADDITION

°53

'17

DOCK

RK

ST

RE

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SILT FENCE DETAIL

PA

SCHEDULED ACTIVITY

DO

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KA LA

AZ

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GRADING & SESC PLAN

6.9

WATERS EDGE LOCATED 4-15-25

SAUGATUCK, MICHIGAN 49453

3145 Prairie St., SU 103 Grandville, MI 49418 tel 616-457-7050 email randy@feenstrainc.com

GRAVEL

.07

EXISTING HOUSE

7 S3 5'2

°4 0" E

DO

CK

9'± 100 YEAR FLOODPLAIN

RIP RAP

DO

DATE: ISSUED FOR: 12/16/2024 CONSTRUCTION 03/30/2026 OWNER REVIEW 03/31/2026 ADDENDUM #1

CK

0' 4.6 ' 17 5.00 "E 17 '17 E 14 0'00" ° 52 °0 = N 56 M =N D

'20

S3 .80

80 R

Know what's below.

Callbefore you dig.

www.CALL811.com

NORTH

dlb

Architects, LLC

26-01

MOST N'LY COR LOT 1

(previously 24-25)

DO CK

C4

C COPYRIGHT

2026

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BF/ADA Men

EP

BF/ADA Shwr 101

Closet

Kitchen

BF/ADA Women 106

Mech/ Laundry 104

BF/ADA Shower

Corr

dlb

david lee bareman

Architects, LLC

704 Michigan Ave, Suite B Holland, Michigan 49423

tel 616-392-6995 fax 616-392-2120

MJW

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S Entry

Gathering

E Entry

(call first)

4398 Roger B Chaffee Blvd. Grand Rapids, MI 49548

N Entry

tel 616-243-8650 fax 616-825-6208

EP

PLUMBING & HVAC PLANS

BF/ADA Men

CASA LOMA MARINA, 405 PARK STREET SAUGATUCK, MICHIGAN 49453

1/4"=1'-0"

1ST FLR CLUBHS REDO #3

PLUMBING PLAN

FACILITY RENOVATION & ADDITION

BF/ADA Shwr 101

Closet

Kitchen

BF/ADA Women 106

Mech/ Laundry 104

BF/ADA Shower

Corr

N Entry 113

ADDENDUM #1

03/31/2026

CONSTRUCTION

E Entry

12/16/2024

Gathering

dlb Architects, LLC

HVAC PLAN 1/4"=1'-0"

26-01

S Entry

ISSUED FOR:

DATE:

Unsalted Office

Thursday, March 19, 2026

MP1

COPYRIGHT C 2026

Page 35

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LIGHTING FIXTURE LEGEND

BF/ADA Men

EP

BF/ADA Shwr 101

Closet

Kitchen

BF/ADA Women 106

Mech/ Laundry

OCCUPANCY SENSOR AND TIMER SYMBOL LEGEND

BF/ADA Shower

Corr

Gathering

E Entry

704 Michigan Ave, Suite B Holland, Michigan 49423

tel 616-392-6995 fax 616-392-2120

(call first)

Consulting, LLC

4398 Roger B Chaffee Blvd. Grand Rapids, MI 49548

Architects, LLC

MJW

Unsalted Office S Entry

dlb

david lee bareman

tel 616-243-8650 fax 616-825-6208

N Entry

EP

ELECTRICAL & LIGHTING PLANS "E"

BF/ADA Men

CASA LOMA MARINA, 405 PARK STREET SAUGATUCK, MICHIGAN 49453

1/4"=1'-0"

1ST FLR CLUBHS REDO #3

LIGHTING PLAN

FACILITY RENOVATION & ADDITION

BF/ADA Shwr 101

Closet

Kitchen

BF/ADA Women 106

Mech/ Laundry 104

BF/ADA Shower

Corr

ADDENDUM #1

N Entry

03/31/2026

CONSTRUCTION

E Entry

12/16/2024

Gathering

ISSUED FOR:

S Entry

DATE:

Thursday, March 19, 2026

Unsalted Office

dlb ELECTRICAL PLAN 1/4"=1'-0"

26-01

Architects, LLC

E1

COPYRIGHT C 2026