LOWING WOODS NO. 10

June 14, 2017

PRELIMINARY PLAT AND PUD FINAL DEVELOPMENT PLANLOWING WOODS NO. 10

Submitted by | West Michigan Development Company | Nederveld Inc.

217 Grandville Ave. SW, Suite 302 • Grand Rapids, MI 49503 • P. 616.575.5190 • F. 616.575.6644

Ann Arbor • Chicago• Columbus • Grand Rapids • Holland • Indianapolis • St. Louis

w w w . n e d e r v e l d . c o m

June 14, 2017

Ms. Mannette Minier Zoning Administrator

Georgetown Township 1515 Baldwin Street

P.O. Box 769 Jenison, MI 49429-0769

RE: Lowing Woods No. 10 - Preliminary Plat and PUD Final Development Plan

Georgetown Township, Ottawa County, Michigan

Dear Ms. Minier:

Included with this cover letter, please find ten (10) copies of the required information for Preliminary Plat and PUD Final Development Plan approval for Lowing Woods No. 10. Application fees were previously

submitted on May 22, 2017. Included with each submittal is the following:

1. Parcel Descriptions

2. Preliminary Plat Application 3. PUD Final Development Plan Application

4. Sidewalk Compliance Letter 5. Streetlight Petition

6. Revised Site Plan (11x17)

7. Revised Site Plan (24x36)

Note that several lots have been added to this phase along proposed Graybend Drive.

These plans have been revised per your June 8, 2017 review comments as follows:

The overall preliminary PUD plan calls for this phase to have lots with a minimum width of 65; however, a note on the plan calls for a minimum lot width of 60 feet. Revise the plan to show

the minimum 65 feet in width.

Provide the lot width at 65 feet from the right-of-way line for lots: 240, 241 242 and 269. Sec. 2.265 requires the lot width to be measured at the setback line and again at a point 40 feet to

the rear of and parallel to the setback line. The individual building envelopes appear to meet the

minimum standards of the PUD setbacks with 25 foot front, 25 foot rear and 7 foot side setbacks. However, each building permit application will be reviewed at the time it is submitted for

conformance for each individual site. The lots in this area were required to have a width of 65 feet as shown on the approved preliminary development plan and all meet that minimum

requirement

Lots 240, 241, 242, and 269 have been revised to be a minimum of 65 feet wide and 65 feet

from the right-of-way.

The location, type and size of all utilities and storm water drainage facilities, including fire

protection, sanitary sewers, water services, etc.

To be coordinated with the Township DPW Department and Ottawa County Resources

Commission Department.

We will pursue approval from the Department of Public Works and the Ottawa County Water Resources Commissioner’s Office prior to construction.

The above mentioned items are being submitted for your review and approval. It is our desire to be

placed on the July 19, 2017 Planning Commission agenda. Should you have any questions or need any additional information, please do not hesitate to contact me at (616) 575-5190 or via email at

[email protected].

Sincerely,

Rick Pulaski, P.E.

Director of Planning

Enclosures

LEGAL DESCRIPTIONS LOWING WOODS NO. 10

3067 LOWINGSIDE DRIVE, JENISON, MICHIGAN 49428 70-14-09-100-054

SW 1/4 OF SW 1/4 LYING N OF LOWING WOODS NO 7, EXC COM AT SW SEC COR, TH N 68D 10M 48S E

157.63 FT, N 73D 52M 18S E 70.35 FT & N 68D 22M 22S E 191.22 FT ALG N'LY BOUNDARY OF LOWING

WOODS NO 7, TH N 13D 49M 39S E 260.51 FT, N 27D 40M 03S W 210.98 FT, N 26D 16M 22S W 145.76

FT, S 73D 15M 27S W 268.33 FT, TH N 89D 29M 03S W TO W SEC LI, TH S 0D 37M 05S E ALG W SEC LI

TO BEG. SEC 4 T6N R13W

3203 TAYLOR STREET, JENISON, MICHIGAN 49428 70-14-04-300-018

N 1/2 OF NW 1/4 LYING N OF AND ADJ TO LOWING WOODS NO. 2, NO.6 AND NO. 7, EXC E 792 FT,

ALSO EXC COM S 0D 18M 33S E 373.03 FT & N 89D 41M 27S E 1039.68 FT FROM NW SEC COR, TH

NE'LY 10 FT ALG A 357.11 FT RAD CURVE TO LEFT (CHD BEARS N 46D 10M 55S E 10FT), S 43D 0M 57S

E 66.02 FT, SW'LY 10 FT ALG A 423.11 FT RAD CURVE TO RIGHT (CHD BEARS S 46D 18M 25S W 10FT),

TH N 43D 0M 57S 66 FT TO BEG. SEC 9 T6N R13W

mgeldersma

Typewritten Text

Unaddressed Deerhaven Drive, 3203 Taylor Street

mgeldersma

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70-14-09-100-058, 70-14-04-300-022

mgeldersma

Typewritten Text

mgeldersma

Typewritten Text

mgeldersma

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Unaddressed Deerhaven Drive, 3203 Taylor Street

mgeldersma

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mgeldersma

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70-14-09-100-058, 70-14-04-300-022

mgeldersma

Typewritten Text

.95 Acres, 30.12 Acres

LOWING WOODS NO. 10SITE PLAN RENDERINGproject number: 16200183

June 12, 2017 scale 1” = 60’north 0’ 30’ 60’ 120’

LEGEND

240241242

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280Total Acreage = 24.35 ac.

Total Number of Lots = 61 lots

NOTES

Connection to Existing Lowing Woods No. 9

Future connection to Lowing Woods Condos No. 2

Future connection to neighboring property

Future Development

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DEER HAVEN DRIVE

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West Michigan DevelopmentMicheal R. McGraw

1188 East Paris Ave. SE,Grand Rapids, MI 49546

Phone: 616.455.0200

Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 05.23.16

217 Grandville Ave., Suite 302Grand Rapids, MI 49503

Phone: 616.575.5190

16200183

www.nederveld.com800.222.1868

STAMP:

SHEET NO:

REVISIONS:

PREPARED FOR:

Land Planning Landscape Architecture Civil Engineering Land Surveying Environmental Consulting High Definition Scanning Forensic Engineering Fire Investigation

Experience . . . the Difference

PROJECT NO:

Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 06.01.16Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 08.24.16Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 09.20.16Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 05.22.17Title: Prelim. Site Plan Submittal V. Date:Drawn: JM Checked: RP S. Date: 06.13.17

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UTILITY LOCATIONS ARE DERIVED FROM ACTUAL MEASUREMENTS ORAVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BEEXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THEONLY UTILITIES IN THIS AREA.

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

Know what's . before you dig.

NOT TO SCALELOCATION MAP

BALDWIN ST.

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WILLOW CREEK

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LOWING WOODS NO. 10

EX. PHASE 1

EX. PHASE 2

EX. PHASE 4

EX. PHASE 5

EX. PHASE 3

EX. PHASE 6

EX. PHASE 7

EX. PHASE 9

EX. PHASE 8

EX. CONDOPHASE 1

PROP. CONDO

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HAGER PARK WEST NO. 4LIBER 42 OF PLATS, PAGES 99 - 102

HAGER PARK WEST NO. 3LIBER 41 OF PLATS, PAGES 62 -66

70-14-05-400-008300-008

300-017

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70-14-05-100-008 70-14-05-200-006 70-14-05-200-023 70-14-05-200-02170-14-05-200-012 70-14-05-200-013

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EMERADO RD.

BRAYRIDGE DR.

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Part of the Northwest 1/4 of Section 9 and part of the Southwest 1/4 of Section 4, T6N, R13W,Georgetown Township, Ottawa County, Michigan, described as: Commencing at the North 1/4corner of said Section 9; thence N89°00'51"W 1405.76 feet along the North line of said Section 9to the Point of Beginning; thence S10°00'50"W 158.48 feet; thence N83°26'00"W 158.69 feet;thence N42°49'49"W 87.51 feet; thence N87°44'11"W 126.64 feet (the previous four coursesbeing along Lowing Woods No. 9 as recorded in Instrument No. 2017-0011404); thenceN15°22'50"W 180.69 feet; thence N79°27'56"E 139.45 feet; thence N16°05'56"W 71.85 feet;thence Northerly 192.55 feet along a 433.00 foot radius curve to the right, said curve having acentral angle of 25°28'42", and a chord bearing N03°21'35"W 190.96 feet; thence S79°47'25"W261.70 feet; thence S89°51'25"W 100.16 feet; thence N67°20'37"W 137.50 feet; thenceN36°00'29"W 109.41 feet; thence S53°59'31"W 96.43 feet to the Easterly corner of LowingWoods Condominium, Ottawa County Condominium Subdivision Plan No. 605; thenceN30°38'52"W 220.20 feet along the East line of said condominium; thence N26°16'22"W 139.51feet along the East line of said condominium; thence N60°09'52"E 147.28 feet; thenceN54°25'58"E 99.39 feet; thence N36°20'36"W 339.95 feet; thence N53°06'59"E 279.30 feet;thence N73°54'57"E 105.81 feet; thence S89°21'51"E 203.65 feet; thence S86°16'34"E 556.49feet; thence S01°00'21"E 838.96 feet; thence S88°59'39"W 152.00 feet; thence S01°00'21"E148.42 feet; thence S18°37'37"E 66.07 feet; thence S01°00'21"E 126.26 feet; thenceN88°59'39"E 132.00 feet; thence S01°00'21"E 130.37 feet to the Point of Beginning. Contains24.35 acres. Subject to easements, restrictions and rights of way of record.

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Phone: 616.455.0200



Phone: 616.575.5190

16200183


STAMP:

SHEET NO:

REVISIONS:

PREPARED FOR:



PROJECT NO:


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PROP. CONDO

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EX. PHASE NO. 9

EX. CONDO

PHASE NO. 1

66.0'66.0'

30.0'BIT.

30.0'BIT.

24.0'BIT.

30.0'BIT.

GENERAL NOTES1) ZONING OF PROPERTY: PUD

PUD ZONING REQUIREMENTSA) MINIMUM LOT WIDTH = 65 FT.

SETBACKSA) FRONT YARD = 25 FT.B) SIDE YARD = 7 FT.C) REAR YARD = 25 FT.

2) SUMMARY OF LAND USE:A) TOTAL ACREAGE = 24.35 ACRES (1,060,827 SQ.FT.)B) LENGTH OF ROADS = 3,715 LN.FT.C) TOTAL ROW = 212,104 SQ.FT. (PUBLIC)D) TOTAL NUMBER OF UNITS = 61 LOTS

3) ALL STREETS WITH SINGLE FAMILY LOTS WILL BE DEDICATED TO THE PUBLIC AND CONSTRUCTED PER OCRC STANDARDSAND SPECIFICATIONS.

4) SIDEWALKS TO BE CONSTRUCTED PER APPLICABLE TOWNSHIP ORDINANCES.5) THIS PROJECT IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN, BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM

RATE MAPS6) BEST MANAGEMENT PRACTICES WILL BE UTILIZED DURING AND AFTER CONSTRUCTION OF THE PROJECT. MEASURES WILL

INCLUDE THE USE OF SEEDING AND MULCHING, SEDIMENT INLET FILTERS, COMPACTION AND PAVING. THE OWNER OF THESUBJECT PARCEL SHALL HAVE THE RESPONSIBILITY TO MAINTAIN THE PERMANENT SOIL EROSION PROTECTION MEASURES.

7) ALL LIGHTING SHALL BE SHIELDED FROM ALL ADJACENT PROPERTIES. PROPOSED LIGHTING TO BE PROVIDED BYCONSUMERS ENERGY. STREET LIGHTS TO BE STANDARD CONSUMERS ENERGY POLE-MOUNTED "LANTERN" STYLE LIGHTS.

8) HOURS OF CONSTRUCTION OPERATIONS:MON - FRI: 7AM - 7PMSATURDAY: 7AM - 3PMNO SUNDAY CONSTRUCTION

9) SIGNSA) ROAD SIGNS PER OCRC STANDARDS AND SPECIFICATIONS.B) PROJECT SIGNS SHALL BE IN ACCORDANCE WITH THE PUD PRELIMINARY DEVELOPMENT PLAN (PUD0406), AS

APPROVED ON DECEMBER 20, 2004, AND AS AMENDED.10) BERMING, LANDSCAPING, NARRATIVE STATEMENT, AND ARCHITECTURAL CONCEPT (ELEVATIONS) SHALL BE PER THE PUD

PRELIMINARY DEVELOPMENT PLAN (PUD0406), AS APPROVED BY GEORGETOWN CHARTER TOWNSHIP ON DECEMBER 20,2004, AND AS AMENDED.

EXISTING BITUMINOUS

PROPOSED BITUMINOUS(STANDARD DUTY)

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16200183


STAMP:

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REVISIONS:

PREPARED FOR:



PROJECT NO:


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CLASS II BACKFILL AND SUBBASE

BIT VALLEY GUTTER

0.51'

0.25'

OTTAWA COUNTY ROAD COMMISSION TYPICAL RESIDENTIAL SECTIONWITH BITUMINOUS CURB & INFRASTRUCTURE LOCATION PROFILEN.T.S.

1' 5'5' 1'

10'PVT. UTILITY

ESMT.

10'PVT. UTILITY

ESMT.

EXISTING BITUMINOUS

PROPOSED BITUMINOUS(STANDARD DUTY)

EXISTING GRADE CONTOUR(INDEX)

PROPOSED 8" WATERMAIN

PROPOSED 8" SANITARY SEWER

PROPOSED STORM SEWER 12"-36"

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PROP. CONDO

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EX. PHASE NO. 9

EX. CONDO

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CONNECT TO EX. HYD.& WATERMAIN

CONNECT TO EX. STORMSEWER, REPLACE GRATEWITH SOLID LID

CONNECT TO EX.SAN. SEWER

SAN. SEWER CONNECTIONFOR CONDO PHASE NO. 2

STORM SEWER CONNECTIONFOR CONDO PHASE NO. 2

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LOWING WOODS NO. 10

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Transcript of LOWING WOODS NO. 10