CITY OF GRAND HAVEN GRAND HAVEN, MICHIGAN PLANNING COMMISSION

VIRTUAL MEETING AGENDA MAY 12, 2020

Notice and agenda of the as-needed second Planning Commission Meeting at 7:30 p.m. to be held virtually. Planning Commissioners unable to participate in the meeting are requested to contact the Community Development Department at 616-847-3490 prior to the meeting. 1. Roll Call: Tim Deiters, Ryan Galligan, Robert Grimes, Andrea Hendrick, Kevin McLaughlin, Kirsten

Runschke, David Skelly, Michael Westbrook, Chair Bill Ellingboe.

2. Approval of Minutes: April 21, 2020

3. Call to the Audience – first opportunity At this time, members of the audience may address the Planning Commission on any item, whether on the agenda or not. Those addressing the Planning Commission are asked to provide their name and address and will be limited to three minutes of speaking time. The Planning Commission will hear all comments for future consideration but will not have a response at this time. Either type in your comment on the Facebook Live feed or call (616) 843-7528. If you get a busy signal or the phone is not answered, please wait, watch and call back. We will take all callers tonight.

4. Work Session

A. Case 20-11: A work session to determine if the application for a Special Land Use Permit for a

drive-through business (Consumers Credit Union) located at 901 South Beacon Boulevard parcel #70-03-28-155-020) is complete and ready to schedule a public hearing.

B. Case 20-12: A work session to determine if the application for a Zoning Change of 427 North 6th Street (parcel #70-03-21-302-009), 423 North 6th Street (parcel #70-03-302-010), and 532 Jackson Avenue (parcel #70-03-21-302-008) from OT, Old Town District to C, Commercial District is complete and ready to schedule a public hearing.

C. Case 20-13: Proposed text amendments to the Grand Haven zoning ordinance related to

regulations governing business operations such as but not limited to sidewalk cafes and temporary use permits in an effort to aide businesses in the transition back to full operation following the pandemic.

D. Case 20-09: The Planning Commission will continue to review proposed changes to the Zoning

Ordinance.

5. ZBA Liaison Report

6. Community Development Manager’s Report

7. Call to the Audience – second opportunity At this time, members of the audience may address the Planning Commission on any item, whether on the agenda or not. Those addressing the Planning Commission are asked to provide their name and address and will be limited to three minutes of speaking time. The Planning Commission will hear all comments for future consideration but will not have a response at this time. Either type in your comment on the Facebook Live feed or call (616) 843-7528. If you get a busy signal or the phone is not answered, please wait, watch and call back. We will take all callers tonight.

8. Adjournment

CITY OF GRAND HAVEN GRAND HAVEN, MICHIGAN

PLANNING COMMISSION MINUTES April 21, 2020 A special electronic meeting of the Grand Haven Planning Commission was called to order by Chair Bill Ellingboe at 7:30 p.m. via Zoom. On roll call, the following members were: Present: Tim Deiters, Ryan Galligan, Bob Grimes, Andrea Hendrick, Kevin McLaughlin, Kirsten

Runschke, David Skelly, Chair Bill Ellingboe. Absent: Mike Westbrook. Also present were Jennifer Howland, Community Development Manager, Ashley Latsch, Assistant to the City Manager, and Pat McGinnis, City Manager. Motion by Grimes, seconded by McLaughlin, to approve the March 11, 2020 regular minutes was approved unanimously by roll call vote. Call to Audience (no comments) Case 20-08: An application for a Zoning Change of 1704 South Beechtree Street (parcel #70-03-27-360-026) from OS, Office-Service District to MFR, Multiple Family Residential District. Howland introduced the case. Beth Hanis, Executive Director for Tri Cities Habitat for Humanity was available to answer questions and appreciated the opportunity to develop the property. Chair Ellingboe opened the public hearing for the case. Public Comment: None Correspondence: None Motion by Deiters, seconded by Runschke, to close the public portion of the case carried unanimously by roll call vote. No comments or concerns were voiced. All members were in support of the rezoning and the future use of the property for affordable housing. Motion by Runschke, seconded by Grimes, to recommend approval of a Zoning Change of 1704 South Beechtree Street (parcel #70-03-27-360-026) from OS, Office-Service District to MFR, Multiple Family Residential District. The motion passed on the following roll call vote: Ayes: Galligan, Hendrick, Grimes, Skelly, Deiters, McLaughlin, Runschke, Chair Ellingboe. Nays: None.

Planning Commission Minutes April 21, 2020 Page 2 of 3

Case 20-10: An application for a Site Plan Review for a new Hungry Howie’s Pizza located at 300 North Beacon Boulevard (parcel #70-03-21-327-010). Peter Oleszczuk of Midwest Construction LLC provided an overview of his proposal to redevelop the property into a Hungry Howie’s Pizza. He stated that he received great feedback from staff on the plan review. His architect Riley was also on the call if needed. Howland explained the content of the slides with the site plan and building elevations and reviewed highlights in the staff report. Deiters asked if they had considered adding a drive-thru and whether they had space to the east of the proposed building. Howland explained that a drive-through would require a special land use permit, and that it would require coordination with the adjacent property owner. Oleszczuk said that wasn’t in the plans and they only had 10 feet to the east property line. Hendrick said she was happy to see that one of the curb cuts off of Elliott Avenue was being eliminated. Runschke agreed. Skelley asked Oleszczuk for a comment on the BLP request regarding landscaping. Oleszczuk said he will comply with the Board of Light & Power’s request to avoid planting tall trees under the power lines along the north property line and coordinate with city staff. All members were happy to see that the vacant site would be redeveloped and thanked Oleszczuk for his efforts. McLaughlin appreciated that he had continued forward with the project after not receiving both variances from the Zoning Board of Appeals. Ellingboe asked if underground storage tanks had been removed. Oleszczuk said he is working with Roman Wilson from Fishbeck on a Phase 2 and environmental cleanup, and he is coordinating with the State on funding options. Motion by McLaughlin, seconded by Runschke, to approve the application for a Site Plan Review for a new Hungry Howie’s Pizza located at 300 North Beacon Boulevard (parcel #70-03-21-327-010) based on the information received and subject to the condition that landscaping along the north property line will consist of lower-growing plants to avoid the power lines was approved unanimously on roll call vote. Case 20-09: Zoning Ordinance Update Howland announced that all draft chapters are posted on the City website for the public to review and comment on. There is also an interactive zoning map that people can use to obtain a summary of proposed changes affecting a particular property. Howland reviewed comments collected to date that were included in her memo. Andy Moore of Williams & Works was also present to assist with the discussion. Chair Ellingboe asked for comments related to Chapters 3 and 4. The following is a summary of comments collected.

• 40-603B – define further by zoning district? • Consider allowing taller accessory buildings • Consider standardizing Beacon Blvd. zoning and setbacks

Planning Commission Minutes April 21, 2020 Page 3 of 3

• Review LDR and MDR zoning district near Ohio Avenue; should the boundary be the street? • Height increase – explore allowing maximum height increases in more districts. • Add graphic for accessory buildings. • Consider flexibility for dumpster enclosure section • Consider plan view for figure 3-1…hard to read • 40-310 (B) review graphic in correlation with text 3-3 and 3-4...maybe remove the door? • 40-302-02 Sidewalk cafes: seek feedback from business owners • 40-312 lighting standard 3C – allow more than one foot-candle at the property line? • Specify residential and nonresidential headings on long table of land uses. • Make ground floor office (or other non-active uses) a SLU in certain zoning districts? • Add Accessory Dwelling Unit as a special land use in MFR?

Howland asked the commission to email her additional comments and challenged the commission members to share the draft with 10 people they know to help spread the word. ZBA Liaison Report None Community Development Manager’s Report Jennifer announced that the national American Planning Association conference was available online. She also informed the commission of the cases received for the next meeting: a rezoning request for Did’s Deli and neighboring properties, and a special land use permit application for a new credit union where Grand Haven Garden House used to be on Beacon Blvd. The date of the next meeting will be determined soon. Call to the Audience – second opportunity Mike Dora, 501 Friant Street, stated that if we’re going to reduce home size it will also affect accessory building size. This should be reviewed and considered, because currently you cannot have accessory buildings that exceed the footprint of your house. This could limit the ability for a homeowner to have a reasonable size garage and a shed. Adjournment: Motion by Runschke, seconded by Hendrick, to adjourn was unanimously approved by roll call vote. The meeting adjourned at 9:42 p.m. ______________________________ Jennifer Howland Community Development Manager

G:\PLANNING\Planning Commission\Agenda & Staff Reviews\2020\Case 20-11 901 S Beacon Blvd SLU SPA\Case 20-11 901 S Beacon Blvd SLU work session 5-12-20.docx

DATE: February 6, 2020

TO: Planning Commission Members

FROM: Jennifer Howland, Community Development Manager

RE: Case 20-11: Special Land Use Work Session – 901 S Beacon Blvd Drive-Through Business

Current Zoning: C, Commercial District

Existing Use: Retail (former Grand Haven Garden House)

Proposed Use: Consumers Credit Union with Drive Through

1.0 Request Amy Manley of Bosch Architecture has submitted an application for a Special Land Use Permit for a Drive-Through Business located at 901 South Beacon Boulevard, parcel #70-03-28-155-020. This project also requires approval of Site Plan Review by the Planning Commission. 2.0 Special Land Use Regulations & Conditions Section 40-521 of the Zoning Ordinance provides requirements for a Drive-Through Business. Section 40-116.03 also provides general special use review standards. The applicant has provided a written explanation of how their project will meet these requirements. 3.0 Site Plan Review A full analysis of the proposed site plan will be provided by staff for the public hearing meeting. A copy of staff’s plan review comments is included as an attachment to this staff memo. 4.0 Public Hearing Staff believes the application is complete and ready to schedule a public hearing. The next available public hearing date this may be scheduled for is June 9, 2020.

19059 2020-05-05 Consumers Grand Haven Response Letter

8065 Vineyard Parkway • Kalamazoo, Michigan 49009 • ph 269-321-5151 • www.boscharch.com

May 5, 2020 Jennifer Howland, AICP Community Development Manager City of Grand Haven 519 Washington Avenue Grand Haven, MI 49417

Re: Site Plan Review Response Letter

Dear Jennifer,

Enclosed within are our responses to the site plan review dated April29, 2020 from your office, our responses are in red below:

1. You have more parking than the zoning ordinance would require. Please be prepared to explain why

you need additional parking beyond the required 11 spaces. We will be prepared to discuss with the planning commission at the electronic meeting held on May 12. The main reason is approximately 5-6 employees work at this location (parking spaces on the west side of the building). This location is a slightly larger location than average to act as a regional location for the credit union. Mortgage loan officers, Investment services, business development managers, At Work employees all travel to various offices and utilize the space as a remote office and serve members. The remainder of the spaces are for regular banking members of the credit union.

2. Is the dumpster enclosure at least 3 feet from the south property line? The dumpster enclosure is 5’ from the south property line.

3. Provide an elevation for the dumpster enclosure. Materials should match the building. Dumpster enclosure details to match the building have been added to sheet C501.

4. Provide a landscape plan. There must be a minimum of 5 feet buffer around the parking lot for plantings. The south property line appears to provide less than 5 feet of planting area. Are you keeping any of the mature trees? The south line has been revised to allow for 5’ of separation to the south property line from the drive aisle. One mature tree is being kept at the NE corner of the site. The remainder of the trees will be hard to maintain with the area of construction.

5. Provide the required narrative for the special land use permit application. The narrative for the special land use is attached.

6. Pedestrian connections between west parking spaces and building may help to avoid conflicts with drive through vehicles. A striped crosswalk has been added to the plans. The parking spaces on the west side of the building are for employee use. Employees are well aware of drive thru traffic.

7. Show the stacking in the drive through lanes with vehicle icons (separate exhibit) Vehicle representations indicating 3 cars per lane have been added to sheet C001. The credit union utilizes ITM machines (similar to an ATM) but allows for remote tellers to help the members.

19059 2020-05-05 Consumers Grand Haven Response Letter

8065 Vineyard Parkway • Kalamazoo, Michigan 49009 • ph 269-321-5151 • www.boscharch.com

8. Provide signage details if available. Approximate signage location is shown on the plans. Typically, this is handled by the GC and the credit union as part of a separate sign permit application.

9. Simplify the building elevation sheets to show how you calculated the transparency (grade to ceiling height). Revised elevation sheets have been attached.

Public Works Review Right-of-Ways Review:

1) A $100.00 Right-of-Way permit must be obtained before any Right-of-Way work is performed. Bowman Street is a City Right-of-Way. This will be handled by the GC, once the project is approved and moving forward.

2) A Right-of-Way permit is also required for the demo of the existing building. The demolition contractor will be handled this when they are ready to demolish the old structures.

Public Water Review: 1) The domestic water meter should be located in the mechanical room. No plans were given showing the meter

location. The City requires the meter to be located inside the building 10 to 18 inches from an exterior wall. Water is shown entering the building at the southwest corner of the building. A meter will be provided matching the City of Grand Haven’s requirements.

2) The proposed plan shows the water service running to the north side of the building. There is a second water service including a meter pit to the south of the property that will need to be removed and capped at the water main. Understood, is there a location for this, it was not noted on any of the information we received.

3) A $50.00 water permit must be obtained before any service connections are made. Water and sewer fees are to be determined based off of current and future water usage. Water use will be determined prior to permit approval. Understood, GC will handle this once project is kicked off.

4) A $50.00 water permit must be obtained to perform the cut and cap of the water service at the curb stop in the Right-of-Way prior to any demolition of the existing building. Understood, demolition contractor will handle this prior to demolition occurring.

Public Sewer Review: 1) The proposed plans show the sewer lateral running towards Bowman Ct. It is unknown at this time if there is

a sewer main running down Bowman Ct. Public Works will verify the sewer main as soon as possible. Thank you, please let us know so that we may update our plans accordingly.

2) A $75.00 Sewer permit must be obtained before any sewer work is performed. Water and sewer fees are to be determined based off of current and future water usage. Sewer fees will be determined prior to permit approval. Understood, GC will handle this once project is kicked off.

3) A $75.00 Sewer permit must be obtained to perform the cut and cap of the sewer lateral at the Right-of-Way line prior to any demolition of the existing building. Understood, demolition contractor will handle this prior to demolition occurring.

Storm Water Review: 1) The storm water system improvements will require a $50.00 Storm Water Permit.

Understood, GC will handle this once project is kicked off.

19059 2020-05-05 Consumers Grand Haven Response Letter

8065 Vineyard Parkway • Kalamazoo, Michigan 49009 • ph 269-321-5151 • www.boscharch.com

If you have you have any additional questions or comments, you can contact me via email at or amanley@boscharch.com or at 269-321-5151. Sincerely,

Nicholas J. Loeks, PE

Special Land Use Submittal Narrative: 

 

The proposed Consumers Credit Union will be replacing the existing Grand Haven Garden House at 901 

S. Beacon Blvd.  The site is surrounded by a Taco Bell, Automatic Spring Products Corporation, and Papa 

Murphy’s Take ‘n’ Bake Pizza.   Within the immediate vicinity of the area also exists the Seaway Party 

Store, Kentucky Fried Chicken and a Panera Bread.   

Consumers Credit Union offers a range of personal and business banking services.  This particular site 

will contain two drive thrus with ITM service as well as face to face service.  Teller services are typically 

available from 9am to 7pm Monday through Friday, and 9am to 1pm on Saturdays.  There are 6 stacking 

places provided as required by the City of Grand Haven Ordinances.  A pedestrian walkway is located to 

allow for pedestrians to safely cross the drive thru from the parking lot to the building.   

The building will consist mainly of dark red Bowerstown brick and cast stone face.  The north and east 

sides of the building facing S. Beacon Blvd and Bowman Ct. both have significant glass windows 

exceeding the 60% transparency requirement.   

Landscaping will meet the City of Grand Haven ordinances, including canopy, evergreen and 

intermediate trees.  The landscaping will also include evergreen and deciduous shrubs along with 

ornamental grasses and perennials.  The parking lot boundaries will contain a buffer at minimum of 5’ 

for plantings.  The building will be fully landscaped as well.   

In conclusion, the Consumers Credit Union has been designed to be consistent with the existing 

character in the general vicinity of the area.  The operation and maintenance shall also be consistent 

with the existing character in the general vicinity of the area.  The Consumers Credit Union shall also 

meet the intent and purpose of the zoning ordinance and comply with the City of Grand Haven Code of 

Ordinances.   

 

 

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SITE DEMOLITION

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CONCEPTUAL SITE PLAN

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SITE UTILITY AND

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SITE PHOTOMETRIC

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C501

SITE PLAN

DETAILS

C502

SITE PLAN

DETAILS

PROPOSED LAYOUT38 STORMTECH SC-740 CHAMBERS14 STORMTECH SC-740 END CAPS6 STONE ABOVE (in)6 STONE BELOW (in)40 % STONE VOID

3414 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)1690 SYSTEM AREA (ft²)177 SYSTEM PERIMETER (ft)

PROPOSED ELEVATIONS608.29 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)602.29 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)601.79 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)601.79 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)601.79 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)600.79 TOP OF STONE600.29 TOP OF SC-740 CHAMBER598.83 12" TOP MANIFOLD INVERT597.80 24" ISOLATOR ROW CONNECTION INVERT597.79 BOTTOM OF SC-740 CHAMBER597.29 BOTTOM OF STONE

12" X 12" ADS N-12 TOP MANIFOLDINVERT 12.5" ABOVE CHAMBER BASE

(SEE NOTES)

INSPECTION PORT

PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLDMAXIMUM INLET FLOW 5.7 CFS(DESIGN BY ENGINEER / PROVIDED BY OTHERS)

STRUCTURE PER PLAN CB#4 W/ELEVATED BYPASS MANIFOLDMAXIMUM INLET FLOW 5.7 CFS(DESIGN BY ENGINEER / PROVIDED BY OTHERS)

12" X 12" ADS N-12 TOP MANIFOLDINVERT 12.5" ABOVE CHAMBER BASE

(SEE NOTES)

BARRACUDA S4(SEE SHEET 3 FOR DETAILS)

B

A

B

A

ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS

PLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR

COMPACTION REQUIREMENTS.4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

NOTES:1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH

CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5. REQUIREMENTS FOR HANDLING AND INSTALLATION:

· TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.· TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.· TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550

LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOWCOLORS.

MATERIAL LOCATION DESCRIPTION AASHTO MATERIALCLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT

D

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.

ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A

PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL AND

PREPARATION REQUIREMENTS.

C

INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.

GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE.

MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.

AASHTO M145¹A-1, A-2-4, A-3

OR

AASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10

BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR

WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSS

VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).

BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.

CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.

AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹

3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3

18"(450 mm) MIN*

8'(2.4 m)MAX

6" (150 mm) MIN

DC

B

A

12" (300 mm) MIN

ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS

12" (300 mm) MIN51" (1295 mm)6"(150 mm) MIN

30"(762 mm)

DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN

*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,

INCREASE COVER TO 24" (600 mm).

EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)

PERIMETER STONE(SEE NOTE 4)

SC-740 END CAPSUBGRADE SOILS

(SEE NOTE 3)

PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)

INSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT

A. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

B. ALL ISOLATOR ROWSB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE

i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE

B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC. VACUUM STRUCTURE SUMP AS REQUIRED

STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.

STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.

NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS

OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.

2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.

SUMP DEPTH TBD BYSITE DESIGN ENGINEER

(24" [600 mm] MIN RECOMMENDED)

CATCH BASINOR MANHOLE

SC-740 ISOLATOR ROW DETAILNTS

SC-740 END CAP

OPTIONAL INSPECTION PORTSC-740 CHAMBER

COVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE

8' (2.4 m) MIN WIDESTORMTECH HIGHLY RECOMMENDS

FLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATES

24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24B

TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS

ELEVATED BYPASS MANIFOLD

NOTES:1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER

CORRUGATION VALLEY.2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED (4" PVC NOT

PROVIDED BY ADS).

CONNECTION DETAILNTS

8"(200 mm)

4" (100 mm)SCHED 40 PVCCOUPLING

4" (100 mm)SCHED 40 PVC

4" (100 mm)SCHED 40 PVC

CORE 4.5" (114 mm) ØHOLE IN CHAMBER(4.5" HOLE SAW REQ'D)

ANY VALLEYLOCATION

STORMTECH CHAMBER

CONCRETE COLLAR

PAVEMENT

12" (300 mm) MIN WIDTH

CONCRETE SLAB6" (150 mm) MIN THICKNESS

4" PVC INSPECTION PORT DETAILNTS

NYLOPLAST 8" INSPECTIONPORT BODY OR TRAFFICRATED BOX W/SOLIDLOCKING COVER

CONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS

4" (100 mm)SCHED 40 PVC

PART # STUB A B CSC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm)

18.5" (470 mm) ---SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm)SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm)

16.5" (419 mm) ---SC740EPE08B / SC740EPE08BPC --- 0.6" (15 mm)SC740EPE10T / SC740EPE10TPC 10" (250 mm) 13.4" (340 mm)

14.5" (368 mm) ---SC740EPE10B / SC740EPE10BPC --- 0.7" (18 mm)SC740EPE12T / SC740EPE12TPC 12" (300 mm) 14.7" (373 mm)

12.5" (318 mm) ---SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm)SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm)

9.0" (229 mm) ---SC740EPE15B / SC740EPE15BPC --- 1.3" (33 mm)SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm)

5.0" (127 mm) ---SC740EPE18B / SC740EPE18BPC --- 1.6" (41 mm)

SC740EPE24B* 24" (600 mm) 18.5" (470 mm) --- 0.1" (3 mm)

ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.

* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.

NOTE: ALL DIMENSIONS ARE NOMINAL

NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m³)WEIGHT 75.0 lbs. (33.6 kg)

*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS

PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE-CORED END CAPS END WITH "PC"

SC-740 TECHNICAL SPECIFICATIONNTS

90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH

OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)

BUILD ROW IN THIS DIRECTION

START END

A A

C

B

51.0"(1295 mm)

30.0"(762 mm)

45.9" (1166 mm)12.2"(310 mm)

29.3"(744 mm)

19059JOB NUMBER

901 S

Bea

con

Blvd

Gran

d H

aven

, Mic

higa

n 49

417

This drawing, as an instrument of service, is owned byBosch Architecture, Inc. Reproduction of this document isprohibited without express authorization from the Architect.Ó 2014 Bosch Architecture Inc

Cons

umer

s Cre

dit U

nion

19059JOB NUMBER

901 S

Bea

con

Blvd

Gran

d H

aven

, Mic

higa

n 49

417

This drawing, as an instrument of service, is owned byBosch Architecture, Inc. Reproduction of this document isprohibited without express authorization from the Architect.Ó 2014 Bosch Architecture Inc

Cons

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s Cre

dit U

nion

L001

LANDSCAPINGSITE

PLAN

19059JOB NUMBER

901 S

Bea

con

Blvd

Gran

d H

aven

, Mic

higa

n 49

417

This drawing, as an instrument of service, is owned byBosch Architecture, Inc. Reproduction of this document isprohibited without express authorization from the Architect.Ó 2014 Bosch Architecture Inc

Cons

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L002

IRRIGATIONSPEC'S +DETAILS

1 2 3 4VT = VALVE TEST

VT MV COM

5 6 7 8 9 10 11 12 AUX

ESP MODULAR

ALARM

ADVANCEDPROGRAMMING

SEASONAL ADJUST %TEST ALL VALVES

ADVANCED CYCLES

OFF AUTO

SET CURRENT DATE

SET CURRENT TIME

SET WATERING START TIMES

CUSTOMCYCLE

SELECTDAYS TO

WATER

SET VALVERUN TIME

MON

TUES

WED

THUR

FRI

SAT

SUN

12

3456

7

8

9

10

11

12

13

A

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24 V

AC

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1

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16'-10 3/4" 3 1/4" 11'-11 1/2" 3 1/4" 29'-0" 3 1/4" 11'-11 1/2" 3 1/4"

54'-0"

3 1/4

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3 1/4

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12'-0"

8'-2 3

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3 1/4

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3/4

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6'-8 3

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14'-11

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B

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C

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WORK RM109

MSR116

MSR117

CONFERENCE118

ELEC/STOR112

MSR120

VESTIBULE101

MULTI-MEDIA103

CAFE104

6

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GLASS WALL

MSR113

MEMBER TOIL107

LO

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2.1

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LOCATION, FULLY

RECESSED IN WALL.

VERIFY REQ. W/

FIRE DEPT.

ELEC METER/CABINET

SEE ELECTRICAL

PLANS FOR

ELEC/DATA PANEL

LOCATIONS

GENERATO

R

ON C

ONC

PAD

5'-1

1/2

"9

1/2"

BREAK RM126

NITE DROP

COPY AREA127

EMP TOILET133

SHRED

BIN

WTR

SERVICE

WATER METER &

IRRIGATION

CONTROLLER

GAS METER

MDP

104

GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF

LOCAL TOWNSHIP, THE STATE OF MICHIGAN, AND ALL OTHER

AUTHORITIES HAVING JURISDICTION. THIS PROJECT SHALL FULLY

COMPLY WITH MICHIGAN BUILDING CODE INCORPORATING THE

ADOPTED EDITION OF THE MICHIGAN BUILDING CODE.

2. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE AIA

GENERAL CONDITIONS FOR CONSTRUCTION.

3. SHOULD THE GENERAL CONTRACTOR (G.C.) DISCOVER ANY

DISCREPENCIES OR AMBIGUITIES OF INFORMATION THAT CAUSE

DOUBT AS TO THE MEANING OF ANY DRAWING OR SPECIFICATION, THE

G.C. SHALL NOTIFY THE ARCHITECT, AND REQUEST CLARIFICATION

PRIOR TO PROCEEDING.

4. THE G.C. WILL BE RESPONSIBLE FOR OBTAINING ALL PERMITS

CERTIFICATES, GUARANTEES, ETC., AS REQUIRED BY LOCAL

AUTHORITIES HAVING JURISTDICTION, AND DELIVER THESE TO THE

OWNER UPON COMPLETION OF THE WORK. THE OWNER SHALL PAY FOR

ALL BUILDING PERMITS. THE G.C. SHALL ARRANGE AND COORDINATE

INSPECTION OF ALL WORK BY BUILDING OFFICIALS. HE SHALL BE

HELD RESPONSIBLE FOR ANY VIOLATIONS ARISING FROM LACK OF

PERMIT, CONDEMNED WORK, OR FINES. EACH TRADE OR CONTRACTOR

IS RESPONSIBLE FOR ALL REQUIRED LICENSES AND CERTIFICATIONS

NECESSARY TO WORK ON THIS PROJECT.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

LABOR AND MATERIALS AND MAKE GOOD OF ANY DEFECTS THERIN

WHICH ARE DISCOVERED OR OCCUR WITHIN ONE YEAR AFTER THE

COMPLETION OF THE PROJECT. HE SHALL BE RESPONSIBLE FOR

REPAIRING OR REPLACING ANY MATERIAL OF EQUIPMENT

CONSIDERED PART OF THE CONTRACT AND UNDER GUARANTEE

PERIODS SPECIFICALLY NOTED BY THE MANUFACTURER THEREOF.

6. ALL WORKMEN EMPLOYED BY THE G.C. OR ANY SUBCONTRACTORS

SHALL BE SKILLED AT THE WORK TO WHICH HE IS ASSIGNED. ALL

TRADES MUST PROVIDE EVIDENCE OF WORKMAN'S COMPENSATIONS

NAD LIABILITY INSURANCE IN FORCE.

7. ALL MATERIAL STORED ON THE SITE SHALL BE ADEQUATELY

PROTECTED AGAINST DAMAGE FROM OTHER WORK IN PROGRESS,

REPAIR OF COMPLETED WORK DAMAGED IN THE COURSE OF THE

PROJECT WILL BE THE G.C.'S RESPONSIBILITY AT NO COST TO THE

OWNER.

8. THE PROJECT SITE IS TO BE KEPT REASONABLY CLEAN AT ALL

TIMES. LOOSE TRASH IS TO BE CONTAINED AND EMPTIED OFF THE

SITE WHEN FULL. PAINT SPOTS AND EXCESS CAULKING ARE TO BE

REMOVED.

9. UPON COMPLETION OF THE WORK, THE G.C. IS RESPONSIBLE FOR

THE FINAL ADJUSTMENTS OF WINDOWS, DOORS, HARDWARE, DEVICES,

AND THOSE ITEMS DEEMED BY THE ARCHITEICT TO MAKE THE PROJECT

HABITABLE.

10. THOSE ITEMS NOT NOTED, BUT IMPLIED AS NECESSARY FOR THE

COMPLETINON OF THE WORK ARE TO BE PART THEREOF. THE G.C. SHALL

VERIFY ALL DIMENSIONS, QUANTITIES, AND ALL DETAILS IN THE

FIELD.

11. APPROVAL OF MINOR CHANGES OR CLARIFICATION TO PLANS MAY

BE ACCOMPLISHED BY ISSUANCE OF REVISED PLANS, PARTIAL SKETCH,

OR INITIALING AND DATING OF CHANGE BY THE ARCHITECT ON THE

EXISTING PLANS.

12. THE ARCHITECT AND/OR DESIGNER SHALL HAVE NO CONTROL

OVER AND SHALL HAVE NO RESPONSIBILITY FOR THE CONSTRUCTION

MEANS, METHODS, TECHNIQUES, OR PROCEDURES.

13. THE ARCHITECT AND/OR DESIGNER HAS NO RESPONSIBILITY FOR

ANY ACTIONS OR OMISSIONS OF THE G.C., OR HIS SUBCONTRACTORS,

OR THE FAILURE OF THEM TO PERFORM WORK ACCORDING TO THE

CONTRACT DOCUMENTS.

14. NO CHANGE BY THE ARCHITECT WILL BE MADE BY THE G.C. UNLESS

AUTHORIZED BY AN AIA CHANGE ORDER, AND SIGNED BY ALL PARTIES,

PRIOR TO AFFECTING THE CHANGE.

15. UNLESS OTHERWISE NOTED, ALL EXPOSED ELECTRICAL,

MECHANICAL, PLUMBING AND COMMUNICATIONS LINES, DUCTS, PIPES,

UNITS AND DEVICES ARE TO BE PRIMED AND PAINTED THE SAME

COLOR AS THE WALL AND /OR CEILING SURFACE ON WHICH THEY RUN,

OR ARE TO BE LOCATED ON, IN ORDER TO BLEND IN. TENANT

REQUIREMENTS WILL DICTATE AND MAY REQUIRE DUCTS, PIPES, ETC.

ARE TO REMAIN UN-PRIMED. CONSULT TENANT REQUIREMENTS PRIOR

TO PRIMING.

16. ALL NOTES ON ALL DRAWINGS OF THE ARCHITECT, ENGINEER, AND

DESIGNER'S DRAWINGS AND PLANS ARE TO BE CONSIDERED PART OF

THE CONTRACT DOCUMENTS.

T.BOLLARD COVERS CUT SHEETS AND SAMPLES

U.GUTTERS AND DOWNSPOUTS

V. ROOF HATCH

W. INTERIOR DOOR HARDWARE

X. WOOD DOORS AND ALUMINUM FRAMES

CUT SHEETS AND COLOR SAMPLES

Y. CASEWORK PLANS, ELEVATIONS + DETAILS

Z.MILLWORK WALL PLAN, ELEVATIONS + DETAILS

AA. KITCHEN EQUIPMENT CUT SHEETS

AB. PLUMBING FIXTURES AND ACCESSORIES

AC. ALL INTERIOR FINISHES INCLUDING

SAMPLES AND PAINT DRAWS

AD.FURNITURE CUT SHEETS AND MATERIALS LIST

AE. ALL FABRIC SWATCHES AND CUT SHEETS

AF. TOILET ACCESSORIES AND ADA ROOM SIGNS

AG.INTERIOR GLAZING AND SAMPLES

AH. CAULK AND SEALANT INCLUDING COLOR

SAMPLES.

AI. ACOUSTICAL CEILING TILES AND GRID

AND SAMPLES

AJ. BANK EQUIPMENT LAYOUT DRAWINGS AND

CUT SHEETS

AK. HVAC EQUIPMENT, GRILLES,

EXHAUST FANS + INSULATION

AL. PLUMBING FIXTURES AND ACCESSORIES

AM.LIGHTING FIXTURES, DEVICES, ICEMELT,

GEAR AND CONTROLS

AN. ELECTRICAL INVERTER CUT SHEETS

AO.SOUND SYSTEM CUT SHEETS AND LAYOUT

AP. SECURITY SYSTEM LAYOUT AND CUT SHEETS

ELEVATOR + FINISHES

DIVISION I - GENERAL REQUIREMENTS

REQUIRED SHOP DRAWINGS TO SUBMIT - UNLESS NOTED OTHERWISE

ALL SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT IN ELECTRONIC

FORM ONLY. COLOR SAMPLES ARE TO BE ELECTRONIC AND HARD COPY.

REQUIRED SHOP DRAWINGS TO SUBMIT

ALL SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT IN ELECTRONIC

FORM ONLY. COLOR SAMPLES ARE TO BE ELECTRONIC AND HARD COPY.

A. EXTERIOR PARKING SIGN AND POST

B. PLANTING CUT SHEETS AND IRRIGATION FULL

LAYOUT DRAWINGS AND CUT SHEETS OF EQUIPMENT

C. CONCRETE MIXTURE

D. BRICK AND SAMPLE BRICK, BRICK ACCESSORIES

TIES, MORTOR MESH

E.CAST STONE COLOR AND SIZES

F.STEEL STRUCTURE

G. METAL FRAMING AND BRACING

H.DUMPSTER GATES

I.ALUMINUM DOOR HARDWARE CUT SHEETS AND SAMPLE

J.WOOD & ALUMINUM DOOR, FRAMES AND WINDOWS

K. GLASS AND SAMPLES

L.CAULK AND SEALANT INCLUDING COLOR SAMPLES

M. ACM PANES DETAILS, AND COLOR SAMPLES

N.MEMBRANE ROOFING, INSULATION AND COLOR SAMPLE

O. STANDING SEAM METAL ROOF AND SAMPLE AND

DRAWINGS

P. METAL SOFFIT, FLASHING AND COPING DRAWINGS AND SAMPLES

Q. FLAG POLE CUT SHEETS

R. EXTERIOR ALUMINUM SUN SCREENS DRAWINGS AND SAMPLES

S.EXTERIOR ALUMINUM CANOPY DETAILS AND COLOR SAMPLES

This drawing, as an instrument of service, is owned by Bosch Architecture, Inc. Reproduction of this document is prohibited without express authorization from the Architect. © 2017 Bosch Architecture Inc.

Project Number

ISSUED

4/1

7/2

020 4

:35:0

7 P

M

A101

FIRST LEVELFLOOR PLAN

19059

901

Sout

h B

eaco

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Gra

nd H

aven

Mic

higa

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Cons

umer

s Cr

edit

Uni

on

SCALE: 1/4" = 1'-0"

FIRST LEVEL FLOOR PLAN

N3322 SQUARE FOOT

MAIN LEVEL100'-0"

MAIN LEVEL100'-0"

TOP OF FTG97'-0"

TOP OF FTG97'-0"

ROOF BRG 15114'-0"

TOP OF PARAPET 23123'-0"

TOP OF PARAPET 23123'-0"

WINDOW HEAD110'-0"

WINDOW HEAD110'-0"

TOP OF PARAPET 16116'-0"

137

ROOF BRG 18118'-0"

ROOF BRG 18118'-0"

LEVEL 14114'-0"

LEVEL 14114'-0"

B

A211

C

A212

6

BLUE LED LIGHT BAND

AT WINDOW HEAD

2.14.1 245

ROOF BRG 16118'-0"

ROOF BRG 16118'-0"

4"

2'-0

"2'-0

"4'-0

"3'-4

"2'-8

"

14'-2

1/2

"

1

?

?

21

2?

2

?

?

?

?

1

?

1

?

20

2020

E E

21

2

?

1

1

2

1

?

20

?

? ?

?

?

?

?

1

21

?22

2

21

??

40

?

41

41

21 21

212121

?

40

50

50

ALIGN VERTICAL ACM JOINTS

W/ WINDOW MULLIONS

4"

2'-0

"2'-0

"0"

4"

3'-4

"

4"

3'-0

"

4"

2'-8

"

2'-8

"4'-0

"3'-4

"4'-8

"3'-4

"1'-

4"

2'-8

"

B

A

A1

B

A

A

A

A

A

A

AAAA

4"

4'-4

"3'-8

"3'-4

"2'-8

"0"

2'-0

"

4"

3'-8

"3'-4

"2'-8

"

A1A1A1A1

B

B

B

B

B

B

B

B

B

B

B

B

2'-4

"2'-0

"2'-0

"4'-0

"3'-4

"2'-8

"

16'-4

"

A201

2

12, ALIGN REVEAL TRIMS W/

BOTTOM OF ACCENT

BANDING/CURTAINWALL REVEAL

1010

11

RUN VERT. MULLION

FULL HEIGHT

MULL COVER TO MATCH

CURTAIN WALL

GRADIENT F

RITS

CO

NSTANT F

RITS

GRADIENT F

RITS

GRADIENT F

RITS

GRADIENT F

RITS

5.3

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2 A2 A2

MAIN LEVEL100'-0"

MAIN LEVEL100'-0"

TOP OF FTG97'-0"

TOP OF FTG97'-0"

TOP OF PARAPET 23123'-0"

TOP OF PARAPET 23123'-0"

WINDOW HEAD110'-0"

WINDOW HEAD110'-0"

A B C D

ROOF BRG 18118'-0"

ROOF BRG 18118'-0"

LEVEL 14114'-0"

LEVEL 14114'-0"

A

A211

BLUE LED LIGHT BAND AT WINDOW HEAD

D

A212

16'-4

"

ROOF BRG 16118'-0"

ROOF BRG 16118'-0"

E

A510

2'-8

"3'-4

"4'-0

"2'-0

"2'-0

"2'-4

"

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU BEAM110'-8 1/2"

B.O. DRIVE THRU BEAM110'-8 1/2"

2

10

?

?

1

?

1?

1

1

2

1 1

?

1

2

?

?

11

?

?

2

?10

?

?

50

?

40

40

40

40

21 21

2121

20?

50

40

ALIGN VERTICAL ACM JOINTS

W/ WINDOW MULLIONS

11

11

11

11

41

41

30

?

DOWN SPOUT

PNT SAME COLOR

AS STL COL (61)

CONC SEE STRUC

PLAN AND 5/A510

STL BOLLARD

W/ COVER

STL COL PNT (61)

MTL COVER PNT

ITM, FURN +

INSTALLED

BY OTHERS

STL BOLLARD

W/ COVER

SEE ENLARGED DETAIL A510

3'-0

"10

'-0"

6"

DRIVE THRU,

SEE CIVIL

DRIVE THRU,

SEE CIVIL

4"

2'-8

"1'-

0"

4"

2'-8

"1'-

0"

4"

2'-0

"2'-0

"4"

2'-4

"1'-

4"

2'-0

"1'-

4"

2'-8

"

?

4"

4'-0

"4"

3'-4

"4"

3'-0

"4"

2'-8

"

A1

A

A

A

A

A1A1A1A1A1A1

A201

2

8" TRIM8" TRIM

B

B

A1

4"

2'-0

"2'-0

"4'-0

"3'-4

"2'-8

"

14'-2

1/2

"

12, ALIGN REVEAL

TRIMS W/ BOTTOM

OF ACCENT BANDINGGRADIENT F

RITS

CO

NSTANT F

RITS

E

GRADIENT F

RITS

CO

NSTANT F

RITS

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

G.C. TO POST CANOPY HEIGHT

BOTH SIDES. FIELD VERIFY EXACT

HEIGHT

10'-6" CLEAR

SIGN DRIVE IN SIGN

FINISHED CORNER

TO BE STRAIGHT AND

TRUE.

GROUT

3/8"

3/8"

CORNER STONES MUST BE PRE-FORMED AT

MANUFACTURER. NO FIELD CUT OF MITER ALLOWED.

3/4"

3'-0

"

3'-0"

3/4"

PLAN VIEW ELEVATION VIEW

QUOINING

BRICK TO RUN

OUT PAST BRICK

W/ NO EXPOSED

BRICK CELLS

1'-0"

3'-0"

3/4"

UTILITY FACE

BRICK TYPE 1 (1)

This drawing, as an instrument of service, is owned by Bosch Architecture, Inc. Reproduction of this document is prohibited without express authorization from the Architect. © 2017 Bosch Architecture Inc.

Project Number

ISSUED

4/1

7/2

020 4

:35:1

3 P

M

A201

EXTERIORELEVATIONS

19059

901

Sout

h B

eaco

n B

lvd,

Gra

nd H

aven

Mic

higa

n

Cons

umer

s Cr

edit

Uni

on

SCALE: 1/4" = 1'-0"

WEST ELEVATION

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

EXAMPLE OF TAG # INDICATED ON ELEVATIONS IN SQUARES

61 EXTERIOR PAINT BENJAMIN MOOREHC-158 (NEWBERG

GREEN)EXTERIOR ACCENT PAINT

PAINT: (60-69)

50 SUNSHADE TUBELITE MAXBLOCK SUNSHADE FIELD PAINT (SEE 61 BELOW)

CANOPIES AND AWNINGS: (50-59)

41 ALUMINUM STOREFRONT TUBELITE T14000 TYPE 2 (LIGHT BRONZE) SEE SCHED SHT A150 FOR MORE INFORMATION

40 ALUMINUM CURTAINWALLTUBELITE 400T TYPE-1 OR

TYPE-1A(LIGHT BRONZE) SEE SCHED SHT A150 FOR MORE INFORMATION

WINDOWS AND DOORS: SEE SHEET A150 FOR MORE INFORMATION (40-49)

30CURVED STANDING SEAM

METAL ROOFSNAP-CLAD BY PAC-CLAD (SANDSTONE) SEE SHEET A150 FOR ROOF ASSEMBLY

ROOFING: (30-39)

22STEEL CHANNEL OR

COLUMN---

PAINTED (SEE BELOWFOR EXTERIOR PAINT)

SEE STRUC PLAN FOR SIZING

21 METAL COPINGALUM FASCIA PAC-LOC SYSTEM BY

PAC-CLAD; FIELD BREAK

(ARCHITECT TO PICKFROM STANDARD

COLORS)

20ALUMINUM COMPOSITE

PANEL (ACM-1)ALCOA REYNOBOND (ANODIC BRONZE)

ALIGN REVEALS/JOINTS W/ CURTAINWALLMULLIONS

METAL: (20-29)

12 REVEALS EASYTRIM REVEALS(PRIMED- PAINT

NEWBURG GREEN HC158)

11 TRIM JAMES HARDIE(BENJAMIN MOORE-

NEWBURG GREEN HC158)

10 BOARD ONLY JAMES HARDIE(BENJAMIN MOORE-

NEWBURG GREEN HC158)

FIBER CEMENT BOARD: (10-19)

2 CAST STONE (TYPE 1)

SUPERIOR PRECAST PRODUCTS.4"x12"x24" UNITS @ BASE; 4"x4"X24"

@ RUNNING COURSES(102 LIGHT GREY)

SUPERIOR PRECAST PRODUCTS 1950 RAVINEROAD, KALAMAZOO, MI, 344-7690. NO

SUBSTITUTIONS ALLOWED.

1FACE BRICK: UTILITY

BRICK (TYPE 1)BOWERSTOWN

(DARK RED SMOOTHW/C UTILITY)

FINAL APPROVAL BY OWNER, NOSUBSTITUTIONS ALLOWED.

BRICK: (0-9)

TAG # MATERIAL MANUF/STYLE COLOR REMARKS

EXTERIOR MATERIAL AND COLOR SCHEDULE

SCALE: 3" = 1'-0"A201

1 CORNER DETAIL AT PRECAST STONE

SCALE: 1" = 1'-0"A201

2 FACE BRICK PROJECTION

SEE SHEET A150 AND A202

FOR GLASS SPECIFICATIONS.

MAIN LEVEL100'-0"

MAIN LEVEL100'-0"

TOP OF FTG97'-0"

TOP OF FTG97'-0"

ROOF BRG 15114'-0"

ROOF BRG 15114'-0"

TOP OF PARAPET 23123'-0"

TOP OF PARAPET 23123'-0"

WINDOW HEAD110'-0"

WINDOW HEAD110'-0"

TOP OF PARAPET 16116'-0"

TOP OF PARAPET 16116'-0"

ABCD

ROOF BRG 18118'-0"

ROOF BRG 18118'-0"

LEVEL 14114'-0"

LEVEL 14114'-0"

A

A211

D

A212

ROOF BRG 16118'-0"

ROOF BRG 16118'-0"

E

A510

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU BEAM110'-8 1/2"

B.O. DRIVE THRU BEAM110'-8 1/2"

4"

2'-8

"1'-

0"

4"

2'-8

"3'-4

"0"

2'-0

"0"

4"

2'-4

"1'-

0"

4"

2'-0

"1'-

0"

4"

2'-8

"

4"

2'-0

"0"

2'-0

"0"

4"

3'-4

"4"

3'-4

"2'-8

"

4"

4'-0

"4"

3'-4

"4"

3'-0

"4"

0"

2'-8

"0"

?

1

2

?

2

1

2

21

2

?

2

? ?

20

21 21

21

?

1

?

? ?

2

2

1

21

?

2

1

?

1

??

30

A2

A2

B

B

A2

A2

A1

AA

AA

AA

AA

AA

AA

A

A

A

E

A

?

?

?

2

4"

2'-0

"2'-0

"4'-0

"3'-4

"2'-8

"

14'-4

"

50

1111

GUTTER

DOWN SPOUT

PNT SAME COLOR

AS STL COL (61)

STL BOLLARD

W/ COVER

STL COL PNT (61)

ITM, FURN +

INSTALLED

BY OTHERS

STL BOLLARD

W/ COVER

CONC SEE STRUC PLAN

MTL COVER PNT

A201

2

E

MAIN LEVEL100'-0"

MAIN LEVEL100'-0"

TOP OF FTG97'-0"

TOP OF FTG97'-0"

ROOF BRG 15114'-0"

ROOF BRG 15114'-0"

TOP OF PARAPET 23123'-0"

TOP OF PARAPET 23123'-0"

WINDOW HEAD110'-0"

WINDOW HEAD110'-0"

TOP OF PARAPET 16116'-0"

TOP OF PARAPET 16116'-0"

1 3 7

ROOF BRG 18118'-0"

ROOF BRG 18118'-0"

LEVEL 14114'-0"

LEVEL 14114'-0"

B

A211

C

A212

6

ROOF BRG 16118'-0"

ROOF BRG 16118'-0"

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU STL110'-0"

B.O. DRIVE THRU BEAM110'-8 1/2"

B.O. DRIVE THRU BEAM110'-8 1/2"

?

?

?

?

?

?

?

1

11

11

1

2?

22

?

?10

101

2

10

?

?

??

?

2121

20

50

40

40

40

ALIGN JOINTS

W/ MULLIONS

ACM VERT.

JOINT

DOWN SPOUT

PNT SAME COLOR

AS STL COL (61)

DOWN SPOUT

PNT SAME COLOR

AS STL COL (61)

STL COL PNT (61)

STL BOLLARD

W/ COVER

CONC SEE

STRUC PLAN

MTL COVER PNT (61)

20

8" TRIM

11

6"

2'-0

"

4"

NIGHT DEPOSIT BOX.

VERIFY OPENING SIZE W/

OWNER SUPPLIED EQUIP.

AA A A AA AA AA

A2

A2

A2

A2

A2

A2

A1GAS METER

ELEC METER

12, ALIGN REVEAL

TRIMS W/ BOTTOM

OF ACCENT BANDING

11

12, ALIGN REVEAL

TRIMS W/ BOTTOM

OF ACCENT BANDING2

?

?

?

22

2

?

?

1

2'-8

"3'-4

"3'-8

"4"

2'-0

"2'-0

"4"

2'-8

"3'-4

"3'-8

"4"

2'-0

"0"

2'-0

"4"

3'-8

"4"

3'-8

"4"

16'-4

"

2'-8

"3'-4

"4'-0

"2'-0

"2'-0

"2'-4

"

VIF

2'-5

"

A201

2

1111

PAINT EXPOSED

PIPING (61)

ALTERNATE SIGN LOCATION TO BE VERIFIED W/

LOCAL SIGN ORD. AND OWNER. PROVIDE SEPARATE PRICE

FOR THIS SIGN AND ASSOCIATED INSTALL WORK

SEE DETAIL 2/C502

This drawing, as an instrument of service, is owned by Bosch Architecture, Inc. Reproduction of this document is prohibited without express authorization from the Architect. © 2017 Bosch Architecture Inc.

Project Number

ISSUED

4/1

7/2

020 4

:35:1

6 P

M

A202

EXTERIORELEVATIONS

19059

901

Sout

h B

eaco

n B

lvd,

Gra

nd H

aven

Mic

higa

n

Cons

umer

s Cr

edit

Uni

on

SCALE: 1/4" = 1'-0"

SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

EAST ELEVATION

EXAMPLE OF TAG # INDICATED ON ELEVATIONS IN SQUARES

61 EXTERIOR PAINT BENJAMIN MOOREHC-158 (NEWBERG

GREEN)EXTERIOR ACCENT PAINT

PAINT: (60-69)

50 SUNSHADE TUBELITE MAXBLOCK SUNSHADE FIELD PAINT (SEE 61 BELOW)

CANOPIES AND AWNINGS: (50-59)

41 ALUMINUM STOREFRONT TUBELITE T14000 TYPE 2 (LIGHT BRONZE) SEE SCHED SHT A150 FOR MORE INFORMATION

40 ALUMINUM CURTAINWALLTUBELITE 400T TYPE-1 OR

TYPE-1A(LIGHT BRONZE) SEE SCHED SHT A150 FOR MORE INFORMATION

WINDOWS AND DOORS: SEE SHEET A150 FOR MORE INFORMATION (40-49)

30CURVED STANDING SEAM

METAL ROOFSNAP-CLAD BY PAC-CLAD (SANDSTONE) SEE SHEET A150 FOR ROOF ASSEMBLY

ROOFING: (30-39)

22STEEL CHANNEL OR

COLUMN---

PAINTED (SEE BELOWFOR EXTERIOR PAINT)

SEE STRUC PLAN FOR SIZING

21 METAL COPINGALUM FASCIA PAC-LOC SYSTEM BY

PAC-CLAD; FIELD BREAK

(ARCHITECT TO PICKFROM STANDARD

COLORS)

20ALUMINUM COMPOSITE

PANEL (ACM-1)ALCOA REYNOBOND (ANODIC BRONZE)

ALIGN REVEALS/JOINTS W/ CURTAINWALLMULLIONS

METAL: (20-29)

12 REVEALS EASYTRIM REVEALS(PRIMED- PAINT

NEWBURG GREEN HC158)

11 TRIM JAMES HARDIE(BENJAMIN MOORE-

NEWBURG GREEN HC158)

10 BOARD ONLY JAMES HARDIE(BENJAMIN MOORE-

NEWBURG GREEN HC158)

FIBER CEMENT BOARD: (10-19)

2 CAST STONE (TYPE 1)

SUPERIOR PRECAST PRODUCTS.4"x12"x24" UNITS @ BASE; 4"x4"X24"

@ RUNNING COURSES(102 LIGHT GREY)

SUPERIOR PRECAST PRODUCTS 1950 RAVINEROAD, KALAMAZOO, MI, 344-7690. NO

SUBSTITUTIONS ALLOWED.

1FACE BRICK: UTILITY

BRICK (TYPE 1)BOWERSTOWN

(DARK RED SMOOTHW/C UTILITY)

FINAL APPROVAL BY OWNER, NOSUBSTITUTIONS ALLOWED.

BRICK: (0-9)

TAG # MATERIAL MANUF/STYLE COLOR REMARKS

EXTERIOR MATERIAL AND COLOR SCHEDULE

DINTERIORS: 1/4" CLEAR GLASS USED WHERE SAFETY GLASS IS NOT

REQ.

CINTERIORS: 1/4" TEMPERED CLEAR SAFETY GLASS, MEETING CODE

REQ.

B

EXTERIOR SPANDREL: 1" INSULATED GLASS, SN 68 GUARDIAN

SUNGUARD GLASS WITH REFLECTIVE COATING ON THE #2 HS

SURFACE (CLEAR/SPANDREL BLACK). SPANDREL COATING ON #3

SURFACE. STANDARD FRIT PATTERN/SILK SCREEN 60% COVERAGE

7/16" DOT ON #2 HS SURFACE, COLOR: LAVA BRONZE. CONSISTANT

60% COVERAGE IN LOCATIONS SHOWN ON EXT. ELEVATIONS.

SAMPLE ALONG WITH SHOPS TO BE PROVIDED FOR REVIEW TO

ARCHITEXT AND OWNER FOR FINAL APPROVAL. U-FACTOR-0.29

SOLAR HEAT GAIN COEFFICIENT-0 TRANSMITTANCE VISIBLE 0%,

UV-0%

A2

EXTERIOR: 1" INSULATED GLASS, SN 68 GUARDIAN SUNGUARD GLASS

WITH REFLECTIVE COATING ON THE #2 HS SURFACE (CLEAR/CLEAR).

STANDARD FRIT PATTERN/SILK SCREEN 60% COVERAGE 7/16" DOT

ON #2 HS SURFACE, COLOR: LAVA BRONZE. CONSISTANT 60%

COVERAGE IN LOCATIONS SHOWN ON EXT. ELEVATIONS W/

GRADIENT PATTERN DOWN TO ZERO IN LOCATIONS ALSO AS

SHOWN ON EXT. ELEVATIONS. SAMPLE ALONG WITH SHOPS TO BE

PROVIDED FOR REVIEW TO ARCHITEXT AND OWNER FOR FINAL

APPROVAL. U FACTOR-0.29 SOLAR HEAT GAIN COEFFICIENT-0.38

TRANSMITTANCE VISIBLE 68-71%, UV-30%

A1

EXTERIOR TEMPERED: 1" INSULATED GLASS, SN 68 GUARDIAN

SUNGUARD GLASS WITH REFLECTIVE COATING ON THE #2 HS

SURFACE (CLEAR/CLEAR). TANDARD FRIT PATTERN/SILK SCREEN

60% COVERAGE 7/16" DOT ON #2 HS SURFACE, COLOR: LAVA

BRONZE. GRADIENT PATTERN DOWN TO ZERO IN LOCATIONS ALSO

AS SHOWN ON EXT. ELEVATIONS. SAMPLE ALONG WITH SHOPS TO

BE PROVIDED FOR REVIEW TO ARCHITEXT AND OWNER FOR FINAL

APPROVAL.U FACTOR-0.29 SOLAR HEAT GAIN COEFFICIENT-0.38

TRANSMITTANCE VISIBLE 68-71%, UV-30%

A

EXTERIOR: 1" INSULATED GLASS, PPG SOLARCOOL BRONZE GLASS

W/ REFLECTIVE COATING ON THE #2 HS SURFACE COMBINED W/

CLEAR INTERIOR GLASS (SLRCLBR/CLEAR). U FACTOR-0.5 SOLAR

HEAT GAIN COEFFICIENT-0.34. OR GUARDIAN GLASS EQUAL.

TYPE DESCRIPTION

GLASS SPECIFICATIONS

PROVIDE AS ALTERNATE: FOR GLASS TYPE A1

AND A2. ADD SOLARCOOL BRONZE GLASS W/

REFLECTIVE COATINGS ON THE #2 HS SURFACE

COMBINED W/ CLEAR INTERIOR GLASS IN LIEU

OF JUST A REFLECTIVE COATING. KEEP THE

STANDARD FRIT PATTERN/SILK SCREEN AS

STATED IN TABLE AND ON THE EXT ELEVATIONS.

WORK RM

MSR MSR

CONFERENCE

ELEC/STOR

MSR

VESTIBULE

MULTI-MEDIA

CAFE

MSR

MEMBER

TOIL

JANITOR

HALL

BREAK RM

EMP

TOILET

LOBBY

Consumers Credit Union LOBBY BOARD FOR GRAND HAVEN BRANCH

AS000

Con

sum

ers

Cre

dit

Un

ion

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN

SCALE:

VIEW FROM STREET

3,322 SQUARE FOOT

SCALE:

3D View 18

G:\PLANNING\Planning Commission\Agenda & Staff Reviews\2020\Case 20-12 Dids Deli Rezoning\Case 20-12 Dids Deli rezoning WS 5-12-20.docx

DATE: May 7, 2020

TO: Planning Commission Members

FROM: Jennifer Howland, Community Development Manager

RE: Case 20-12: Zoning Change Request – 427 North 6th Street, 423 North 6th Street and 532 Jackson Avenue

The City has received a Zoning Change Application from three property owners to rezone 427 North 6th Street (parcel #70-03-21-302-009), 423 North 6th Street (parcel #70-03-302-010), and 532 Jackson Avenue (parcel #70-03-21-302-008) from OT, Old Town District to C, Commercial District. 1.0 Review Criteria The Planning Commission is encouraged to consider several factors when evaluating this request. As stated in the City of Grand Haven Master Plan, typically a rezoning request is considered in light of the following standards:

1. Consistency with the Master Plan and future land use plan. As indicated, the following Zoning Plan will be helpful in this regard, but needs to be applied in the context of this entire plan, not in isolation.

2. Reasonable use for the property as currently zoned. Property owners are entitled to expect that a reasonable use may be found for their property but it is not necessarily reasonable to expect any use desired if it conflicts with broader public objectives.

3. More appropriate locations. Whether there are other, more appropriate, locations in the community for the proposed zoning. This involves an analysis of the existing land uses, the zoning ordinance and the future land use plan, to evaluate whether the community has already provided appropriately for a particular class of uses.

4. Potential detrimental effects of a proposed change in zoning on adjoining and surrounding land uses.

2.0 Staff Analysis Staff offers the following for consideration:

• Existing Land Uses o 427 N 6th St – eating & drinking establishment (Did’s Deli) nonconforming use in OT;

conforming use in C o 423 N 6th St – single family home conforming use in OT; nonconforming in C o 532 Jackson Ave – single family home conforming use in OT; nonconforming in C

• Adjacent Land Uses o Residential to the east, west (across the street), north (across the street) and south. Grand

Landing commercial development is to the northeast across the intersection. • The OT District is to the immediate north, south, east and west, with PD, Planned Development

to the northeast, so the rezoning would not be contiguous to the existing Commercial District boundary further to the east (Wendy’s).

• There are homes to the east in the OT District that would be nonconforming uses if rezoned to the Commercial District. This would limit their future use in terms of structural alterations, etc.

• The Future Land Use Map designates the property as Traditional Neighborhood Mixed Use, which would not support rezoning to the Commercial District.

3.0 Next Step If the Planning Commission feels that the application is complete and ready to schedule a public hearing to gather citizen input, the next available meeting would be June 9, 2020.

G:\PLANNING\Planning Commission\Agenda & Staff Reviews\2020\Case 20-12 Dids Deli Rezoning\Case 20-12 Dids Deli rezoning WS 5-12-20.docx

CURRENT ZONING MAP

FUTURE LAND USE MAP

May 8, 2020 Jennifer Howland Community Development Manager City of Grand Haven 11 N. Sixth Street Grand Haven, MI 49417 Dear Jennifer, I am writing to strongly object to the proposed rezoning request submitted to the City of Grand Haven by Dryer Architectural Group, PLC, Dan & Lori Bryant, Sara Luna & Matthew Kostrzewski and I am asking you to officially document my formal protest to this request. The rezoning properties include 532 Jackson Avenue, 423 North 6th Street & 427 N. 6th Street. The proposed request is to rezone the three properties within “OT” (Old Town District) to ‘C” (commercial). I strongly protest as this directly impacts my property and the quality of life in this part of Grand Haven. The proposal is to tear down not only Did’s Deli but two existing residential homes to the south and west on 6th Street and Jackson, requesting a larger commercial building without any buffer which will create additional foot traffic, vehicle congestion, and increased noise levels. Sharing a property line with an expanded commercial structure will devalue our home and the surrounding homes and lower our property values. The submitted request to rezone the parcel next to our home and surrounding neighborhood homes would also greatly disrupt and compromise the character of our “Old Town” neighborhood in Grand Haven. The request notes that Did’s has not been able to sell it’s property and now has a buyer. None of that should lead to a rezoning decision. In fact, it is likely that the property is overpriced as it is located within a residential neighborhood. Further, the new establishment would be a medical marijuana store. To even consider changing zoning so that such an establishment can be located directly within a residential neighborhood is deeply troubling. I own the home at 413 N Sixth Street. My son Alex lives at that home and I provide living supports to him so that he is able to live independently as a disabled adult. Because of his own mental illness, he is also very vulnerable. It would be extremely detrimental to his health to have a marijuana businesses just a few houses from where he lives. I also operate the Momentum Center for Social Engagement located at 714 Columbus. We serve people with mental illness, addictions, and disabilities. Many of our members live in this neighborhood who could also find their health compromised by this move. We have also had

the sad occasion to experience drug overdose and death in this immediate neighborhood, all of which should raise extreme red flags. I do understand that medical marijuana is a legitimate business and that there will be shop(s) located in Grand Haven. But they need to be placed in already existing commercial zones. Again, to change zoning for this use is would be both short sighted and reckless. We request our opinion on this matter be recorded during the May 12, 2020 “work session” meeting with the City of Grand Haven Planning Commission and welcome the opportunity to read this appeal (electronically) during the meeting if permitted the opportunity. In the event the proposal to rezone progresses after May 12th, we and several other concerned neighbors plan to take further action. It’s our hope the commission planning board considers the best interest of our neighborhood and the citizens who reside there. Thank you in advance for your consideration, Barbara Lee VanHorssen 413 N Sixth Street/19 Lafayette Grand Haven, MI 49417 616.502.2078 Barbaralee13@gmail.com

DATE: May 8, 2020

TO: Planning Commission Members

FROM: Jennifer Howland, Community Development Manager

RE: Case 20-13: COVID-19 Text Amendments Work Session

In an effort to aide businesses in the transition back to full operation following the pandemic, the Planning Commission is being asked to consider temporary changes to the Zoning Ordinance to allow businesses to adapt to restrictions related to the COVID-19 pandemic. Specifically, the expected reduction in retail and restaurant occupancy, as well as social distancing between customers and employees will be very challenging for businesses to remain in operation. Some businesses may have the ability to expand product display and seating to areas outside of their building, such as onto the sidewalk or into their parking lot. Staff would like to propose the following temporary amendments to the Zoning Ordinance in order to streamline the review and approval of such requests by businesses:

• Section 40-703.K Temporary Yard Signs – allow businesses to display additional/larger signage so they can advertise that they are open, special directions for customers, etc. Signage would not be permitted to block views or encroach onto public property.

• Section 40-324 Temporary Uses – Current regulations limit businesses to a 7-day event, three times per calendar year, with at least 7 days between events, when the event is related to the business (like an outdoor sale). Staff proposes allowing unlimited outdoor sales on private property, provided safe access to/from the site is maintained and merchandise is maintained in an orderly fashion and brought back indoors when the business is closed. Further, staff recommends that the 6-week limit for Council-approved temporary uses be removed.

o Temporary uses on public property would continue to go to the City Council for review. • Section 40-302.02 Sidewalk Cafes – Current regulations require that sidewalk cafes be approved

by the Planning Commission via the site plan review process. Staff recommends that sidewalk cafes, whether a new one or an amendment to an existing approved one be administratively approved. Semi-permanent sidewalk cafes would continue to have their lease agreements approved by the City Council. Section 40-115.04 references the ability of the Planning Commission to waive any site plan submittal requirements if the required information is not applicable to the site. This section could be an appropriate location for the amendment.

• Section 40-119 Nonconforming Uses – Currently, businesses located in districts where their use is no longer permitted (nonconforming uses) are not able to expand their footprint outward, so temporary uses and outdoor dining/merchandise display may not be an option. Staff recommends allowing nonconforming businesses to be able to expand outward temporarily as if they were conforming uses.

These amendments are meant to be temporary (perhaps through calendar year 2020). A special public hearing has been scheduled for May 19th at 7:00pm to formally review these proposed amendments. If the Planning Commission has other ideas they wish to consider, we can add them to the list of proposed amendments.

DATE: May 8, 2020

TO: Planning Commission Members

FROM: Jennifer Howland, Community Development Manager

RE: Zoning Ordinance Update

The Planning Commission has been given drafts of Article I, II, III, IV, V, VI, and VIII (Article VII Signage was updated recently and is not being amended). An updated zoning map has also been developed, which includes new colors and renaming of SFR to LDR. Note that no properties are being rezoned as part of this effort. All proposed changes are highlighted in Track Changes so they are easy to see. At their meeting on April 21st, the Planning Commission reviewed Articles III and IV and reviewed comments collected to date. Each member was asked to tell 10 people about the draft and encourage them to review it. The remaining articles to review are V, VI, and VIII. Additional comments collected are below for your review. Public Engagement Facebook post about ADUs posted on City Facebook page and viewed 836 times Ottawa County Planning re: Standards and Requirements for Special Land Uses

• Pg. 6: Bed and Breakfast section: first paragraph says stays should not be longer than seven days but section 1 bullet “e” says guests shall not exceed fourteen consecutive days. May need to clarify…

• Pg. 10: Section B bullet 5: is “reserved” a place-holder…? • Pg. 11: Is Franklin a “Street” or “Avenue”? Google Maps/OC Parcel Viewer list it as Franklin

Avenue… • Pg. 19: Appreciate reducing regulations on ADUs, hopefully makes them easier to construct • Pg. 21: Eliminating the regulation that bars multiple studio efficiency units in a multi-family

development is a good move • Pg. 25: Is there a limit to the number of hotel occupants? Should that be included? • Pg. 33: Eliminating the requirement for developers to demonstrate how a mixed use project will

reduce traffic generation helps to remove a potentially unnecessary barrier to development • Pg. 48: Shared working spaces are becoming more common so it’s good to see Grand Haven

address this

Adam Hass, builder/resident: “Would you be willing to look into lot coverage for rear yard as well? I am afraid once eaves are counted in lot coverage, this will further limit rear yard coverage in an undesirable way.” Josh Brugger, builder/resident: Consider increasing the maximum 1,000 sq. ft. ADU floor area, especially for larger lots. Consider reviewing overall density rather than floor area. (concept drawings of a proposed ADU available upon request) Brock Hesselsweet, architect: “I like the new graphics and Accessory Dwelling being added to many categories. Also agree with nearly all of the changes.”

I have a few comments. 1. With greater lot coverage will anything be mentioned of retaining all rainwater on-site to avoid excessive storm water entering the system?

G:\PLANNING\Planning Commission\Agenda & Staff Reviews\2020\Case 20-09 Zoning Ordinance Update\Zoning Ordinance Update memo 5-12-20.docx

2. Including eaves into lot coverage will push buildings to have very small eaves or not eaves at all. Is this the intention? 3. Beechtree Maximum Setback could create issues with front of building seating at restaurants and how will this affect gas stations, car washes and auto sales lots?