City Council Staff Report 9-27-21City Council Item
September 27, 2021
Item Approve a Request for a Conditional Use Permit (CUP) for a Drive-Thru Pick-
Up Window at 530 W. 79th Street, Unit 100 (Crisp & Green)
File No.Planning Case No. 2021-18 Item No: H.1
Agenda Section GENERAL BUSINESS
Prepared By Bob Generous, Senior Planner
Reviewed By Kate Aanenson
SUGGESTED ACTION
The Planning Commission recommends the City Council approve the Conditional Use Permit (CUP)
to allow a drive-through facility for a pick-up window subject to the conditions of approval in the
staff report, and
Adopts the Planning Commission's Findings of Fact and Recommendation.
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
The applicant is proposing a drive-through pick-up window as part of their restaurant. This drive-
through is unique in that there is no menu board on-site; orders are placed on-line, via phone or with an
app, and payment is made virtually. Due to this operational model, the queuing for vehicles is reduced,
leading to a reduction in the length of the drive-through stacking lane necessary for the operation.
Based on the traffic study submitted with the application, the length of the vehicular stacking can be
reduced to five cars from the required 12. It shall be a requirement of the CUP that only this restaurant
business model for a drive-through pick-up window without a menu board and ordering system is
permitted on the site.
BACKGROUND
226
The Planning Commission held a public hearing on September 7, 2021 to review the proposed project.
The Planning Commission voted 7-0 on a motion recommending approval of the Conditional Use
Permit. There were no serious concerns or issues with the proposal. The Planning Commission minutes
for September 7, 2021 are in the consent agenda for this City Council packet.
DISCUSSION
The proposed Conditional Use Permit will permit a drive-through pick-up window with no menu
boards, no ordering kiosks and no payment at the pick-up window.
BUDGET
RECOMMENDATION
Staff recommends that City Council approve the Conditional Use Permit to allow a drive-through pick-
up window subject to the conditions of the Planning Commission staff report and adoption of the
Planning Commission Findings of Fact and Recommendation.
ATTACHMENTS
Planning Commission Staff Report dated September 7, 2021
Findings of Fact and Recommendation
Conditional Use Permit - Crisp & Green
227
PLANNING COMMISSION STAFF
REPORT
Tuesday,September 7,2021
Subject Consider a Request for a Conditional Use Permit CUP)for a Drive-Thru Pick-Up Window at
530 W.79th Street,Unit 100 Crisp and Green)
Section PUBLIC HEARINGS Item No:B.1.
Prepared By Bob Generous,Senior Planner File No:Planning Case No.2021-18
PROPOSED MOTION:
The Chanhassen Planning Commission recommends the City Council approve the Conditional Use Permit CUP)to
allow a drive-thru facility for a pick-up window subject to the conditions of approval in the staff report and
Adopts the Findings of Fact and Recommendation.
SUMMARY OF REQUEST
The applicant is requesting a conditional use permit to allow a drive-thru pick-up window as part of their restaurant
operation.
APPLICANT
Applicant:Jason Pinski,Shingobee,669 N.Medina Street,Loretto,MN 55357 Owner:Brian Burdick,530 W.79th
Street,Chanhassen,MN 55317
SITE INFORMATION
PRESENT ZONING:Business and Highway Services District,BH
LAND USE:Commercial
ACREAGE:0.91 acres
APPLICATION REGULATIONS
Chapter 20,Article IV,Conditional Use Permits
Chapter 20,Article XVII.Business and Highway Services District
BACKGROUND
Frontier Development Park was approved by the Chanhassen Village Council on March 2,1970.A one-story,office-
retail building was constructed on the site in 1982-1983.
228
PLANNINGCOMMISSIONSTAFFREPORTTuesday,September 7,2021SubjectConsideraRequest for a Conditional Use Permit CUP)for a Drive-Thru Pick-UpWindowat530W.79th Street,Unit 100 Crisp and Green)Section PUBLIC HEARINGS Item No:B.1.Prepared By Bob Generous,Senior Planner File No:Planning Case No.2021-18PROPOSEDMOTION:The Chanhassen Planning Commission recommends the City Council approve the Conditional Use Permit CUP)toallowadrive-thru facility for a pick-up window subject to the conditions of approval in the staffreportandAdoptstheFindingsofFactandRecommendation.SUMMARYOFREQUESTTheapplicantisrequestinga conditional use permit to allow a drive-thru pick-up window as part oftheirrestaurantoperation.APPLICANTApplicant:Jason Pinski,Shingobee,669 N.Medina Street,Loretto,MN 55357 Owner:Brian Burdick,530 W.79thStreet,Chanhassen,MN55317SITEINFORMATIONPRESENTZONING:Business and Highway Services District,BHLANDUSE:CommercialACREAGE:0.91acresAPPLICATIONREGULATIONSChapter20,Article IV,ConditionalUsePermitsChapter20,Article XVII.Business and HighwayServicesDistrictBACKGROUND
Frontier Development Park was approved by the Chanhassen Village Council on March 2,1970.A one-story,office-
retail building was constructed on the site in 1982-1983.
RECOMMENDATION
Staff recommends that the Planning Commission approve the Conditional Use Permit to allow a drive-thru pick-up
window subject to the conditions of approval in the staff report,and adopt the Findings of Fact and Recommendation.
ATTACHMENTS:
Staff Report
Findings of Fact and Recommendation
Development Review Application
Development Narrative
Traffic Study
Site Pick-up Window Operation
Site Plan 8-19-21
Grading Drainage Erosion Control
Email Response
Affidavit of Mailing
229
CITY OF CHANHASSEN
PC DATE: September 7, 2021
CC DATE: September 27, 2021
REVIEW DEADLINE: October 5, 2021
CASE #: 2021-18
BY: RG, EH, DN, JS, ET, MU
SUMMARY OF REQUEST: Request for a Conditional Use Permit to allow a drive-through
pick-up window for Crisp & Green.
LOCATION: 530 West 79th Street, Unit 100
Lot 4, Block 1, Frontier Development Park
APPLICANT: Jason Pinski OWNER: Brian Burdick
Shingobee 530 W. 79th Street
669 N. Medina Street Chanhassen, MN 55317
Loretto, MN 55357 Bburdick@burdickproperties.com
763-229-0571
jpinski@shigobee.com
PRESENT ZONING: Highway and Business Services District (BH)
2040 LAND USE PLAN: Commercial
ACREAGE: 0.91 acres
LEVEL OF CITY DISCRETION IN DECISION-MAKING:
PROPOSED MOTION:
The Chanhassen Planning Commission recommends the City Council approve the Conditional
Use Permit (CUP) to allow a drive-through facility for a pick-up window subject to the conditions
of approval in the staff report,
And, adopts the Findings of Fact and Recommendation.”
230
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 2
The City has limited discretion in approving or denying Conditional Use Permits, based on
whether or not the proposal meets the conditional use permit standards outlined in the Zoning
Ordinance. If the City finds that all the applicable conditional use permit standards are met, the
permit must be approved. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
The applicant is requesting a conditional use permit to allow a drive-through pick-up window as
part of their restaurant operation.
APPLICABLE REGULATIONS
Chapter 20, Article IV, Conditional Use Permits
Chapter 20, Article XVII. Business and Highway Services District
BACKGROUND
Frontier Development Park was approved by the Chanhassen Village Council on March 2, 1970.
A one-story, office-retail building was constructed on the site in 1982-1983.
SITE CONSTRAINTS
Bluff Creek corridor
This property is not located within the Bluff Creek Overlay District.
Wetland Protection
There is not a wetland located on site.
Bluff Protection
There are no bluffs on the property.
Shoreland Management
The property is not located within a shoreland protection district.
Floodplain Overlay
This property is not within a federally designated floodplain.
231
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 3
DISCUSSION
The BH District allows fast food restaurants as a permitted use. However, a drive-through
facility requires a conditional use permit.
The applicant is proposing a drive-through pickup window as part of their restaurant. This drive-
through is unique in that there is no menu board on-site, orders are placed on-line, via phone or
with an app and payment is made virtually. Due to this operational model, the queuing for
vehicles is reduced, leading to a reduction in the length of the drive-through stacking lane
necessary for the operation. Based on the traffic study submitted with the application, the length
of the vehicular stacking can be reduced to five cars from the required 12. It shall be a
requirement of the CUP that only this restaurant business model for a drive-through pick-up
window without a menu board and ordering system is permitted on the site.
As part of the review of the proposed drive-through facility, staff must determine compliance
with the specific criteria for conditional uses.
Conditional Use Permit Criteria
Sec 20-292 Drive-Through Facilities
Drive-through facilities for any use shall comply with the following standards:
1. They shall not be located adjacent to any residential lot lines.
Drive-through is adjacent to a commercial parking lot.
2. They shall be provided with a suitable visual screen from adjacent properties.
Landscaping shall be installed along the western property line parallel to the drive-
through. Along the west property line we suggest adding 2-3 columnar overstory trees in
the wider sections of green space and tall grasses along the stacking spots.
3. Stacking shall be provided within applicable parking lot setbacks.
Stacking is accommodated within the existing vehicular circulation area.
4. Stacking shall meet the following standards:
1. Banks: Five vehicles (100 feet);
2. Coffee shops: 13 vehicles (260 feet);
3. Fast-food restaurant: 12 vehicles (240 feet);
4. Pharmacy: Four vehicles (80 feet);
5. Car washes: Four vehicles (80 feet);
6. Other uses: Four vehicles (80 feet).
232
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 4
The applicant submitted a traffic study regarding the required stacking for the pick-up
window. Based on the study, five vehicle stacking is adequate to accommodate their
peak hour stacking demand.
5. The City may require a vehicle stacking study to determine whether more or less stacking
shall be required for a particular use.
A traffic study was submitted for review.
6. Stacking areas shall not interfere with vehicular circulation in the parking lot, nor
encroach into any required drive aisles.
Due to the shortened stacking demand, the stacking area will not interfere with vehicular
circulation on site. The site cannot accommodate a 12 vehicle stacking queue.
7. Speaker or intercom system shall not be audible at the property line.
No speaker or intercom is included in the drive-through pick-up window.
ACCESS
The site has two driveways onto West 79th Street. Access to the drive-through is from the east
side of the building and circulates around the north side of the building terminating in the
stacking area for the pick-up window on the west side of the building.
233
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 5
PUBLIC FACILITIES
City sewer, water and stormwater facilities and a public street are adequate for the planned pick-
up window.
The Engineering Department reviewed the Conditional Use Permit submittal for 530 W. 79th
Street, Unit 100 (Crisp & Green). These comments are divided into two categories: general
comments and proposed conditions of approval (Recommendation). General comments are
informational points to guide the applicant in the proper planning of public works infrastructure
for this project, to inform the applicant of possible extraordinary issues and/or to provide the
basis for findings. Proposed conditions are requirements that the Engineering Department
recommends be formally imposed on the developer in the final order. Note that references to the
City Standards” herein refer to the City of Chanhassen Standard Specifications and Detail
Plates.
General Comments/Findings
1. Any and all utility and transportation plans submitted with this application have been
reviewed only for the purpose of determining the feasibility of providing utility and
transportation facilities for the project in accordance with City Standards. A
recommendation of Conditional Use Permit approval does not constitute final approval of
details, including but not limited to alignments, materials and points of access,
connection or discharge, that are depicted or suggested in the application. The applicant
is required to submit detailed construction drawings for the project, as applicable. The
City of Chanhassen Engineering and Public Works Departments will review plans, in
detail, when they are submitted and approve, reject or require modifications to the plans
or drawings based upon conformance with City Standards, the Chanhassen Code of
Ordinances and the professional engineering judgment of the City Engineer.
2. It is the opinion of the Engineering Department that the proposed conditional use permit
can be developed in accordance with the requirements of the Chanhassen Code of
Ordinances (as it pertains to Engineering and Public Works requirements) and City
Standards, provided it fully addresses the comments and conditions contained herein, and
can be approved.
3. The applicant is proposing the installation of a drive-through pick-up window for a future
fast-casual restaurant (Crisp & Green) in the existing building located at 530 W. 79th
Street, Unit 100. In consideration of this request, a traffic study conducted by SRF
Consulting was provided which performed a review of the surrounding road network
operations (existing condition and build condition), evaluation of projected trip
generation, site access, and circulation within the site which included the proposed drive-
through operations. The study concluded that the development is expected to generate
131 trips and 42 trips during midday peak hour (noon until 1 p.m.) and commuter peak
hour (5-6 p.m.), respectively, which was characterized as a minimal traffic impact to the
surrounding transportation network. Furthermore, it was determined that due to the
characteristic of the drive-through pick-up window an anticipated design queue length
234
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 6
would only be five cars during peak hours, which is less than a typical drive-through due
to the fact that the drive-through pick-up window is only for pick-up of online orders.
This anticipated queue length was found not to impede the operation of the existing users
or block traffic circulation within the site. SRF Consulting did recommend pavement
markings and signage to identify the pavement area assigned for pick-up window queues
to avoid blocking or impeding other site-generated circulating traffic. There is also a
need for “Do Not Enter” and “One Way” signage to further clarify site circulation. See
proposed condition 1.
COMPATIBLITY
General Issuance Standards
235
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 7
The Planning Commission shall recommend a conditional use permit and the City Council shall
issue such conditional use permits only if it finds that such use at the proposed location:
1) Will not be detrimental to or endanger the public health, safety, comfort, convenience
or general welfare of the neighborhood or the city.
2) Will be consistent with the objectives of the City's Comprehensive Plan and this
chapter.
3) Will be designed, constructed, operated and maintained so to be compatible in
appearance with the existing or intended character of the general vicinity and will not
change the essential character of that area.
4) Will not be hazardous or disturbing to existing or planned neighboring uses.
5) Will be served adequately by essential public facilities and services, including streets,
police and fire protection, drainage structures, refuse disposal, water and sewer systems
and schools; or will be served adequately by such facilities and services provided by the
persons or agencies responsible for the establishment of the proposed use.
6) Will not create excessive requirements for public facilities and services and will not be
detrimental to the economic welfare of the community.
7) Will not involve uses, activities, processes, materials, equipment and conditions of
operation that will be detrimental to any persons, property or the general welfare due to
excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash.
8) Will have vehicular approaches to the property which do not create traffic congestion or
interfere with traffic or surrounding public thoroughfares.
9) Will not result in the destruction, loss or damage of solar access, natural, scenic or
historic features of major significance.
10) Will be aesthetically compatible with the area.
11) Will not depreciate surrounding property values.
12) Will meet standards prescribed for certain uses as provided in this article.
RECOMMENDATION
Staff recommends that the Planning Commission approve the Conditional Use Permit to allow a
drive-through pick-up window subject to the following conditions:
Building
1. Provide the City with a revised building plan showing the pick-up window.
Engineering
1. The applicant shall submit a striping and signage plan that ensures proper site circulation for
review and approval.
2. The applicant shall contact the City to ensure erosion control measures are in place prior to
construction of the drive-through area.
Planning
1. A menu board and ordering kiosk shall not be installed as part of the drive-through facility.
2. The drive-through facility shall only be permitted for a pick-up window.
236
530 W. 79th Street, Unit 100
Request for Conditional Use Permit
September 7, 2021
Page 8
3. Landscaping shall be installed along the western property line parallel to the drive-through.
A landscape plan shall be submitted for City review and approval.
And adopt the Findings of Fact and Recommendation.
ATTACHMENTS
1. Findings of Fact and Recommendation
2. Development Review Application
3. Narrative
4. Traffic Study
5. Site Pick-up Widow Operation
6. Site Plan 8-19-21
7. C2 Grading Drainage and Erosion Control
8. Email Response
9. Public Hearing Notice and Mailing List
g:\plan\2021 planning cases\21-18 crisp & green cup for drive thru window\staff report crisp & green cup.docx
237
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Jason Pinski and Brian Burdick for a Conditional Use Permit (CUP) to allow a
drive-through pick-up window facility.
On September 7, 2021, the Chanhassen Planning Commission met at its regularly
scheduled meeting to consider the application of Jason Pinski and Brian Burdick for a
conditional use permit for the property located at 530 West 79th Street, Unit 100. The Planning
Commission conducted a public hearing on the proposed conditional use preceded by published
and mailed notice. The Planning Commission heard testimony from all interested persons
wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Highway and Business Services District (BH).
2. The property is guided by the Land Use Plan for Commercial use.
3. The legal description of the property is: Lot 4, Block 1, Frontier Development Park,
Carver County, Minnesota.
4. Section 20-232:
a. The proposed use will not be detrimental to or endanger the public health, safety,
comfort, convenience or general welfare of the neighborhood or the city. Traffic
circulation is contained on site and is adequately accommodated through appropriate
signage and the type of service delivery
b. The proposed use will be consistent with the objectives of the City's Comprehensive
Plan and the zoning ordinance. The development complies with City Code
requirements and is consistent with the Commercial land use designation.
c. The proposed use will be designed, constructed, operated and maintained so to be
compatible in appearance with the existing or intended character of the general
vicinity and will not change the essential character of that area.
d. The proposed use will not be hazardous or disturbing to existing or planned
neighboring uses. It is similar to other uses in the area.
e. The proposed use will be served adequately by essential public facilities and services,
including streets, police and fire protection, drainage structures, refuse disposal, water
238
and sewer systems and schools; or will be served adequately by such facilities and
services provided by the persons or agencies responsible for the establishment of the
proposed use.
f. The proposed use will not create excessive requirements for public facilities and
services and will not be detrimental to the economic welfare of the community, but
will promote economic development and be adequately served by existing public
infrastructure.
g. The proposed use will not involve uses, activities, processes, materials, equipment
and conditions of operation that will be detrimental to any persons, property or the
general welfare because of excessive production of traffic, noise, smoke, fumes,
glare, odors, rodents, or trash. The use is consistent with other uses located along
West 79th Street.
h. The proposed use will have vehicular approaches to the property which do not create
traffic congestion or interfere with traffic or surrounding public thoroughfares.
i. The proposed use will not result in the destruction, loss or damage of solar access,
natural, scenic or historic features of major significance.
j. The proposed use will be aesthetically compatible with the area.
k. The proposed use will not depreciate surrounding property values.
l. The proposed use will meet standards prescribed for certain uses as provided in
Chapter 20, Article IV of the City Code.
5. The Planning report #2021-18 dated September 7, 2021, prepared by Robert Generous, et
al, is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Conditional
Use Permit to permit a drive-through pick-up window facility subject to the following
conditions:
Building
1. Provide the City with a revised building plan showing the pick-up window.
Engineering
1. The applicant shall submit a striping and signage plan that ensures proper site circulation
for review and approval.
2. The applicant shall contact the City to ensure erosion control measures are in place prior
to construction of the drive-through area.
239
Planning
1. A menu board and ordering kiosk shall not be installed as part of the drive-through
facility.
2. The drive-through facility shall only be permitted for a pick-up window.
3. Landscaping shall be installed along the western property line parallel to the drive-
through. A landscape plan shall be submitted for City review and approval.
ADOPTED by the Chanhassen Planning Commission this 7th day of September, 2021.
CHANHASSEN PLANNING COMMISSION
BY:___________________________________
Its, Chairman
g:\plan\2021 planning cases\21-18 crisp & green cup for drive thru window\findings of fact crisp & green.docx
240
COHTUNITY DEI'ELOPIIENT DEPARTiIENT
Plsnning Division - 7700 Ma*et Bouleverd
Msihng Address - P.O Box 147. Chanhassen, MN 55317
Phone (952) 227-'1100 / Fax: (952)227-1110
Sub.nflalOet!L"
fRofrr lo lhc rmropa.f! ApprErtp,, Crrcrdrs, lat Qqv,Gd
E Comprehensive Plan Amendment . ..... . . ........ t600
E Minor MUSA line ior failing on-site sewers.....9100
E Conditional Use Permit (CUP)
D Srngl+FamilyResidence .. .....................9325
El A[ others . ....... $425
I lntenm Use Permit (lUP)
D ln conjunclaon with Single-Family Residence.. 3325
E alt otners . ..................... 3425
E Rezonrng (REZ )
E Planned Unit Development (PUD) .................. $750
C Minor Amendment to existing PUD... ....... .....$100
E A others. .............. ..........3500
Sign Plan Revievv......... ...........t150
Site Ptan Review (SPR)
E AdminisEative ..........................9100
D Commerciaulndustrial Districts'...................... $500
Plus $ 10 per 1.000 square feet of building area:(
thousand square feet)
lncluda nomb.r ol!!S149 employc€s
lnclucc numbcr ot 499 tmdoltes
E Residential Districts......................... .............. S500
Plus $5 p€r dwelling unit ( units)
E vacarion!
Metes I Bounds Subdivision (3 docs.)
CITY OT CH,II{IIASSII{
APPLICATION FOR OEVELOPMENT REVIEW
cc orrc 1L)?-l3L 6GD.v R!v.w D.rG
Vacation of EasementyRight{f-way (VAC)
Addnb6.l llcording tur3 mrY .PPIY)
Variance (VAR) .
Wetland Alteration Permit (WAP)
to)el a-r
9300
5200
150
275
st]l.,rni .t inlo nrlan, lhet .rusl ffi.twt y lhis sfrlt abott)
E subdivision (SUB)-
E cr""t" i lots br less " s300
E create over 3 lots................. ... .i500 + $15 per lot(
lots)
Metes & Bounds (2 l"ts) . . ...... -. .$300
Consolidate 1ots.............-.......-..........'......... . .S150
Lot Line Adjust nent.................. ............ ........ 31 50
Final P|at.............. ........ ... ..9700
lncludes 3450 escrow for attomey cosF)'
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through tha (hvclopmttrt contra€|.
tr
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Single.Family Residence...
All Others...........................
E Notitication Sign (c'ty to lnst llsid llrrlov!) ........
Property Owne6' List within 500' (clty to gencntc .ft!r pr!{ppl€tion nrcting} ......
0 Escrow for Recording Documents (check all that apply)...............
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Variance
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E Zoning Appeel ......,..................0100
E Zoning Ordinance Amendment (ZOA)................. SSOO
M!IE: lthan m{lud. *Dllc.tloo |It proc..ttd co.tcumntty,
lha rpp.lorl.t lba rhrll ba ch.read io. ..ch apDllcaion.
200
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3 per address
50 per document
Agreernent
Alteration Permit
E Site
PtantrtrWetlandDeedst73TOTALFEE:
Section 1: Application Type (check all that applyl
Section 2: Required lnlormation
Descflptron ol Proposal
J3o wer-l 1.r{ er}cce+ 5ui+6'+ 1ooPropertyAddressorLocation
Parcel *:Legal Oescription
Total Acreage;
Present Zoning Soloct One
Wetlands Present? fl Yes ffi No
n"g1on. Select One Requested Land Use Desig 161161. SelectOnePresentLandUseDesig
Existing Use of Property:
lcirect box if separate narrative is attached
PcDd,t_l'7_l_ul_
Requested Zoning:Seloct Ono
241
Soction 3: Proporty Ownor and Applicant lnformation
AppLlcANT OTHER THAN pROpERW OWNER: tn signing this application, l, as applicant, represent to have obtained
ou[ronzeton lrom the property owner to file lhrs apptrcati-on iagree to be bound by condilions of approval, subiect only lo
the nght to oblecl at the heanngs on the apphc€tion or during the appeal penod lf ihis application has not been signed by
tne p perty owner. I nave atta|hed selaraie oocumentatio; ol full legal capacity lo file the application This application
should be processed ,n .y n"."
nd
iam ttre party wnom the City s[ould conlict regarding any matter pertaining to this
apptrcatron I wr1 keep misetf rnformed of the deadirnes for submrision of material and the progress of this application I
further understand that addilronal fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authonzatron to proceed wth the studi I cedid that lhe informairon and exhibits submltled are true and correct'
Name SAsa ,v Pirrslt.Contact
Phone
1bs-e?ct.of'|l
7b 3 -+
1
34rr-n
Cell
Fax
Date 2 -<O 41-
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Phone
Address (olu {
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Crty/State/Zrp l-o reL'to ,ir^r,j 5535?
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Cell
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Dale
PROPERTY OWNER: ln srgnrng thrs apphcatron, l, as property owner. have tull legal capacity to, and hereby do,
authonze the filng ol thrs afplicition. I understand that conditions of approval are binding and agree to be bound by those
condrtrons. sublit only to the nght lo object at lhe hearings or during the appeal periods. I will keep myself informed of
the deadlnes ,or submrssron of matenal and the progresgof this application. I further understand thal additional fees may
be charged for consultrng fees. leasibility studies, etc with an estimate prior to any aulhorization lo proceed with the
study I oertrty that the information and exhibits submitted are true and correct.
n. .BR.tAxt l). firtanrc,t< contact:
y'|.,* rl "(
Address fz.. l,t/..+'vt 4 A-,-*-enone:(ol 2 - tul -
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Emarl
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This applEaton must be completed in full and must be accompanied by all inlonnation and plans required by
applicable Crty Ordinance provEions. Before filing this application, refer to the appropnate Application Checktist
and conter wth the Planning Department to determine the specific ordinance and applicable procrdural
requirements and fees
A determrnatron of completeness of the apphcalion shall be made within 15 business days of application submittal
wntten notice of applcation deficiencies shall be mailed to the applicant within 15 business days of application.
A
Section 4: Notilication lnformation
Who should roceive copies of rtaff repoat3?
Property Owner Via: ! Email
Othcr Contrct lnfomafl on:
Name:!
npdrcant Ma
f] EngineerViaEotner Etr
Emarl
Email
Via; ! Email
I Maiteo Paper Copy!
Maited Paper copy
D Uaiteo Paper Copy
D Maited Paper Copy
City/State/Zip:
Email:
Address
INSTRUCTIONS TO APPLICANT
devrce PRINT FORM and dehver
copy to the crty for pocessrng
Complete all necessary lorm fields, then select SAVE FORM to sav€ a copy
to city along with required docurnents and payment. SUBMIT FORM to sond
to yDur
a dlgltal
sAvE FORU SUAUT FORT'PRII{T FORII
cry/sratezip:
PROJECT ENGII{EER (if appl&rable)
Name: _
Address _
city/srate/zip:
Emarl:
Cell:
Fax:
242
I6h
The Cornerstone
Hello
We believe the 12 general standard bullet points have been met in the SRF study.
The pickup window will not endanger the public. lt will help with the traffic.
The aesthetics and design of the exterior will not change due to the pickup window.
The community will benefit in many ways and nothing new to the exterior of the building will change the
way the water, sewer and any other public service work in the community.
The vehicles will be using the property in the best way it can as Iaid out in the traffic study.
The pickup window will not depreciate the surrounding property values.
Please read the SRF traffic study and findings. We believe all the criteria is met to move forward with the
Pickup window.
Thank you !
Jason Pinski
Construction I Proiect Management I Real Estate Development
669 North Medina Street PO. Box 8 Loreno, MN 55357 763.479.1300 763.479.3267 hx www.shingobee.com
lntegrity.
243
Memorandum
www.srfconsulting.com
3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Fax: 1.866.440.6364
An Equal Opportunity Employer
SRF No. 02114711
To: Dean Villella | CEO | CRISP GREEN , G&G4U, LLC
Erik Koenig | Senior Project Manager | Shingobee
From: Jeff Bednar, TOPS, Senior Traffic Engineering Specialist
Date: June 30, 202 1
Subject: CRISP GREEN | Traffic Study | Chanhassen, Minnesota
Introduction
This traffic study has been completed for the proposed Crisp & Green development in the City of
Chanhassen (see Figure 1). The main objectives of the study are to review existing operations, evaluate
trip generation, access, and circulation within the site, including the proposed drive -thru operations,
and recommend improvements to ensure safe and efficient operations. A summary of the traffic study
findings, conclusions and recommendations can be found on page 13 of this memorandum.
Existing Conditions
The existing conditions were reviewed to establish a baseline to identify any future impacts associated
with the proposed development. The evaluation of existing conditions includes data collection efforts
and intersection capacity analys es. The following information summarizes the existing conditions.
Traffic Data Collection
Existing weekday midday and p.m. peak period vehicular turning movement volumes were estimated
at the following study intersections.
Note that traffic data collection activities were conducted during May 2021 and were impacted by the
COVID-19 pandemic, with traffic volumes estimated to be approximately 15 to 25percent lower than
normal conditions for the study area. Therefore, a Post-COVID-19 estimate of the study area
background traffic volumes was developed based on the newly collected turning movement counts as
well as Pre-COVID-19 traffic counts from; MnDOT for the Highway 5 intersections (2019), and the
City of Chanhassen including; the Chanhassen Chick -fil -A Traffic Impact Analysis (2016 , HRGreen)
and the Market Boulevard Corridor Study (2016 , Kimley -Horn). This Post-COVID-19 estimate ofthe
study area background traffic volumes was used as a surrogate for the existing (2021) traffic volumes
and build condition background traffic volumes.
Highway 5/Great Plains Boulevard • Highway 5/Market Boulevard
Great Plains Boulevard/West 79th Street • Market Boulevard/West 79th Street
West 79th Street /East Site Access • West 79th Street/West Site Access
244
Figure 1
Project Location
CRISP GREEN , Chanhassen | Traffic Study
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Figures\Figure1
02114711 June 2021NProposedSiteHwy
245
Note: Existing conditions peak hour volumes shown represent estimated Post -COVID -19 conditions and are based on Pre-COVID -19 traffic counts from; MnDOT for
the Highway 5 intersections (2019), the Chanhassen Chick -fil-A Traffic Impact Analysis (2016 HRGreen) and the Market Boulevard Corridor Study (2016 Kimley-Horn).
Figure 2
Existing Conditions
CRISP GREEN , Chanhassen | Traffic Study
G&G4U, LLC. | City ofChanhassenH:\Projects\14711\
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Figures\Figure2 02114711 June
2021 N
Great Plains
Blvd Midday
Peak Hour
Vol. 110 (
215) 1020 (
1540) 130 (
295) Market
200) 225
1020) 1000
235) 105 (
140) 175 (
360) 305 (
100) 85
100 (205)
245 (275)
180 (275) (
15) 15 (
360) 285 (95)
90 10 (
15) 10 (
5) 40 (20)
50 (30)
190 (350)
246
Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 4
Roadway Characteristics
A field assessment was completed to identify various roadway characteristics within the transportation
system study area, such as functional classification, general configuration, and posted speed limit. A
summary of these roadway characteristics is shown in Table 1 . Note that these are general
characteristics and that there are some deviations within portions of roadway segments.
Table 1. Existing Roadway Characteristics
1) Functional Classification based on MnDOT’sFunctional Classification GIS.
The Highway 5/Great Plains Boulevard and Highway 5 /Market Boulevard intersections are traffic
signal controlled, while the four other study intersections are unsignalized with side -street stop control.
Existing geometrics, traffic controls, and traffic volumes in the study area are shown in Figure 2.
Existing Intersection Traffic Operations/Capacity Analysis
An existing intersection traffic operations/capacity analysis was completed to establish baseline
conditions to which future traffic operations can be compared. The capacity analysis was completed
for the midday and p.m. peak hours at the study intersections using Synchro/SimTraffic traffic
simulation model.
Capacity analysis results identify a Level of Service (LOS) which indicates the quality of traffic flow
through an intersection. Intersections are given a ranking from LOS A through LOS F. The LOS
results are based on average delay per vehicle, which correspond to the delay thre shold values shown
in Table 2. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays.
LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow.
Overall intersection LOS A through D are generally considered acceptable by drivers in the Twin
Cities Metropolitan Area.
For side-street stop-controlled intersections, special emphasis isgiven to providing an estimate for the
level of service of the side -street approach. Traffic operations at an unsignalized intersection with side-
street stop control can be described in two ways. First, consideration is given to the overall intersection
level of service. This considers the total number of vehicles entering the intersection and the capa bility
of the intersection to support these volumes.
Roadway
Functional
Classification (1) General Configuration Posted Speed Limit (mph)
Trunk Highway (TH) 5 Minor Arterial Multi-lane divided 55
Great Plains Boulevard Minor Arterial Multi-lane divided 30
Market Boulevard Minor Arterial Multi-lane divided/Multi-lane undivided 30
West 79th Street Local Road 2-lane undivided 30
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Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 5
Second, it is important to consider delay on the minor approach. Since mainline traffic does not stop,
most of the delay is attributed to the side -street approaches. It is typical of intersections with higher
mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -
street approaches, but an acceptable overall intersection level of service during peak hour conditions.
Table 2. Level of Service Criteria for Signalized and Unsignalized Intersections
LOS Designation Signalized Intersection
Average Delay/Vehicle (seconds)
Unsignalized Intersection
Average Delay/Vehicle (seconds)
A 10 10
B > 10 - 20 > 10 - 15
C > 20 - 35 > 15 - 25
D > 35 - 55 > 25 - 35
E > 55 – 80 > 35 – 50
F > 80 > 50
Results of the existing traffic operations analysis, shown in Table 3, indicate that all study intersections
operate at an acceptable overall LOS D or better during the midday (12 -1 p.m.) and p.m. (5-6 p.m.)
peak hours under existing traffic control and intersection geometric s. However, the eastbound left -
turn at the Great Plains Boulevard/West 79th Street intersection operates at LOS F, and the
westbound left -turn at the Market Boulevard/West 79th Street intersection operates at LOS E.
The southbound left-turn 95th percentile queues at the Great Plains Boulevard/Highway 5
intersection, currently spill back to and beyond the West 79th Street intersection during the midday
12 -1 p.m.) and p.m. (5 -6 p.m.) peak hours. The southbound left-turn 95th percentile queues at the
and Market Boulevard/Highway 5 intersection, currently spill back tothe West 79th Street intersection
during the p.m. (5 -6 p.m.) peak hour. Note that the midday and p.m. peak hour 95th percentile queues
for the worst approaches are also reported in Table 3.
Table 3. Existing Peak Hour Traffic Operations/Capacity Analysis
Study Intersection
Midday Peak Hour P.M. Peak Hour
LOS Delay Queue LOS Delay Queue
Highway 5/Great Plains Boulevard (1) B 20 sec. SBLT/15 D 40 sec. SBLT/20
Highway 5/Market Boulevard (1) C 29 sec. SBLT/10 D 41 sec. SBLT/15
Great Plains Boulevard/West 79th Street (2) A/D 30 sec. EBLT/1 A/F 74 sec. EBLT/3
Market Boulevard/West 79th Street (2) A/D 28 sec. WBLT/2 A/E 39 sec. WBLT/3
West 79th Street/East Site Driveway (2) A/B 13 sec. SB/1 A/B 14 sec. SB/1
West 79th Street/West Site Driveway (2) A/B 10 sec. SB/1 A/B 11 sec. SB/1
1) Indicates a traffic signal -controlled intersection, where the overall LOS and average delay per vehicle are shown. The queue shown is
the 95th percentile queue (in vehicles) for the worst side-street approach at the intersection .
2) Indicates a side -street stop-controlled intersection, where the overall LOS is shown followed by the worst approach LOS. The delay
shown represents the worst side-street approach average delay per vehicle. The queue shown is the 95th percentile queue (invehicles)
for the worst approach atthe interse ction. The 95th percentile queue sshown in red bold font spill back to and beyond the adjacent
upstream intersection.
248
Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 6
Proposed Development
The site of the proposed Crisp & Green development is generally the westmost 3,000 square feet of
currently unoccupied/vacant space (formerly Cheers Wine & Spirits) in the 79th Street Center, and
was assumed to be completed and occupied by late 2021 to early 2022 .
The proposed development consists of a healthy fast -casual restaurant offering a sustainable chef-
crafted menu, featuring: made-to-order salads with homemade dressings, naturally raised meats and
fish, grain bowls, smoothies and seasonal sides and includes indoor seating for 50 patrons plus a pick -
up window. Food services available include carry-out, delivery, pick-up and dine-in. The City of
Chanhassen is specifically concerned with the operation of the pick -up window and its interaction and
impact on the existing cleaners/laundry drive -up drop-off and pick up. The city also desires evaluation
of the proposed pick -up window, assuming potential future conversion to a fast -food restaurant.
Crisp & Green can be characterized as a fast-casual , sit-down restaurant. Most customers (70 percent)
typically order online with fewer customers (30 percent) ordering at the restaurant. The menu generally
contains higher quality made to order food items with fewer frozen or processed ingredients than fast -
food restaurants. The proposed development concept site plan is illustrated in Figure 3 . Access to the
proposed development site is planned at the two site driveway locations on West 79th Street.
Traffic Forecasts
Trip Generation Estimates
Trip generation estimates for weekday midday peak hour (12-1 p.m.) and p.m. commuter peak hour
5-6 p.m.) plus daily trips were made for the proposed development and a potential future fast-food
conversion comparison, were based on the Institute of Transportation Engineers (ITE) Trip Generation
Manual, 10th Edition. The proposed development will not be open for breakfast, therefore , the a.m.
peak hour was not included in the analysis. The midday peak hour (12-1 p.m.) trips were estimated
based on ITE peak hour of generator data. The p.m. commuter peak hour (5 -6 p.m.) trips were
estimated based on ITE p.m. peak hour of adjacent street data.
Results of the trip generation estimate shown in Table 4 indicate that the proposed Crisp & Green
development is expected to generate a total of 131 midday peak hour (12 -1 p.m.) trips, 42 p.m.
commuter peak hour (5-6 p.m.) trips, and 946 daily trip ends (50 percent in/50 percent out).
Table 4. Trip Generation Estimates – Proposed Development | Potential Future Conversion
Land Use (ITE Land Use Code)
Gross
Square
Feet
Midday Peak Hour
12-1 p.m.)
PM Commuter Peak
Hour (5-6 p.m.)
Daily
Trip
EndsInOutInOut
Fast-Casual Restaurant w/ Pick -Up Window (1) (930) 3,000 60 71 23 19 946
Fast-Food Restaurant w / Drive-Through (2) (934) 3,000 79 75 51 47 1,413
1) The proposed Crisp & Green development was assumed as a Fast-Casual Restaurant with Pick-Up Window.
2) Typical Fast-Food Restaurant with Drive -Through included for potential future conversion comparison and for use in site drive -through
queuing/circulation analysis.
249
Figure 3
Proposed Site Plan
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Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 8
Development-Generated Traffic Forecast Assignment
The directional trip distribution for the proposed development and site -generated peak hour trips , as
shown in Figure 4, was developed based on the regional distribution of households and employment,
existing study area travel patterns, and engineering judgment. Based on this directional distribution,
new trips generated by the proposed development were assigned to the existing traffic on the
supporting roadway network for the Development Build Conditions and are shown in Figure 5 .
Development Build Conditions
Intersection Traffic Operations/Capacity Analysis
The Build Conditions intersection traffic operations/capacity analysis was completed to determine
future traffic operations and development -generated traffic impacts . The capacity analysis was
completed for the midday and p.m. peak hours at the study intersections using Synchro/SimTraffic
traffic simulation model. Results of the Development Build Conditions traffic operations analysis are
shown in Table 5 .
Development Build Conditions
The Development Build Conditions traffic operations analysis results , shown in Table 5 , indicate that
all study intersections are expected to continue to operate at an acceptable overall LOS D or better
during the midday (12 -1 p.m.) and p.m. (5-6 p.m.) peak hours under existing traffic control and
intersection geometrics . While delay and queuing on West 79th Street for the eastbound and
westbound left -turning vehicles at Great Plains Boulevard and Market Boulevard, respectively, are
expected to increase somewhat , the proposed Crisp & Green restaurant site-generated traffic impacts
can be characterized as minimal . The northbound Great Plains Boulevard left-turn queues at West
79th Street , including the development of the proposed Crisp & Green restaurant , are not expected
to spill back into the traffic signal -controlled intersection at Great Plains Boulevard/Highway 5 .
Table 5. Development Build Conditions Peak Hour Traffic Operations/Capacity Analysis
Study Intersection
Midday Peak Hour P.M. Peak Hour
LOS Delay Queue LOS Delay Queue
Highway 5/Great Plains Boulevard (1) C 21 sec. SBLT/17 D 41 sec. SBLT/22
Highway 5/Market Boulevard (1) C 30 sec. SBLT/10 D 42 sec. SBLT/16
Great Plains Boulevard/West 79th Street (2) A/E 38 sec. EBLT/2 A/F 90 sec. EBLT/4
Market Boulevard/West 79th Street (2) A/E 36 sec. WBLT/3 A/E 45 sec. WBLT/3
West 79 th Street/East Site Driveway (2) A/C 16 sec. SB/1 A/B 15 sec. SB/1
West 79th Street/West Site Driveway (2) A/B 12 sec. SB/1 A/B 12 sec. SB/1
1) Indicates a traffic signal -controlled intersection, where the overall LOS and average delay per vehicle are shown. The queue shown is
the 95th percentile queue (in vehicles) for the worst side-street approach at the intersection .
2) Indicates a side-street stop-controlled intersection, where the overall LOS is shown followed by the worst approach LOS. The delay
shown represents the worst side-street approach average delay per vehicle. The queue shown is the 95th percentile queue (invehicles)
for the worst side-street approach atthe intersection. The 95th percentile queues shown in red bold font spill back to and beyond the
adjacent upstream intersection.
251
Figure 4
Development -Generated Trip Directional Distribution and Hourly Volumes
CRISP GREEN , Chanhassen | Traffic Study
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Figures\Figure4 02114711 June
2021 N Great
Plains Blvd
Midday Peak
Hour Vol. Market
Traffic Signal
Control Market
Hwy 5
Hwy 5
W 79th
St Great
Plains Great
Plains Great
Plns Great
Plns Hwy
5 Hwy
5 5%
10% (0)
0 (0)
0 (5)
15 0 (
0) 0 (
0) 0 (
0) 0 (
0) 0 (
252
Note: Development build conditions peak hour volumes shown represent estimated Post-COVID -19 conditions plus the Crisp & Green site-generated traffic volumes.
Figure 5
Development Build Conditions
CRISP GREEN, Chanhassen | Traffic Study
G&G4U, LLC. | City ofChanhassenH:\Projects\14711\
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Figures\Figure5 02114711 June
2021 N
Great Plains
Blvd Midday
Peak Hour
Vol. 110 (
215) 930 (
1540) 130 (
295) Market
205) 240
1020) 1000
235) 105 (
140) 175 (
365) 315 (
105) 100
100 (205)
255 (280)
180 (275) (
15) 15 (
360) 285 (100)
105 10 (
15) 10 (
5) 40 (20)
50 (30)
190 (350)
253
Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 11
Proposed Site Pick-Up Window/Circulation Review
Site Pick-Up Window Traffic Operations
A review of the proposed Crisp & Green development concept site plan (see Figure 3 ) was completed
to identify issues specific to the proposed pick -up window operation and recommend potential
improvements regarding pick-up window queuing spillback and site circulation.
Based on ITE and local traffic study data, the 95th percentile or design queue (in vehicles) developing
from a fast-food restaurant drive-through operation has been field measured at an average of 15
percent of the total peak hour inbound traffic volume generated by the fast -food restaurant with drive -
through. However, field observed pick -up window queuing data was not available for Fast -Casual
Restaurant w/Pick-Up Window, therefore, the design queue for the proposed Crisp & Green
development was based on data provided by Crisp & Green. Since Crisp & Green will not use a menu
board or pay window (all done online), the estimated pick -up window vehicle dwell time (speed of
service) is only 20-30 seconds, compared to 60-90 seconds, or more, for fast -food drive -through.
Results of the Pick -Up Window /Drive-Through design queue estimates, shown in Table 5, indicate
that the proposed Crisp & Green development is expected to generate a design queue of 5 vehicles
during the midday peak hour (12 -1 p.m.). For comparison, a potential future conversion of the
proposed Crisp & Green development to fast -food restaurant with drive-through could be expected
to generate a design queue of 12 vehicles during the midday peak hour (12 -1 p.m.).
Table 6. Pick-Up Window/Drive-Through Operations – Design Queue Estimates
Land Use (ITE Land Use Code)
Midday Peak Hour
12-1 p.m.)
PM Commuter Peak Hour
5-6p.m.)
Inbound Trips Design Queue Inbound Trips Design Queue
Fast-Casual Restaurant w / Pick -Up Window (1) (930) 60 5 23 2
Fast-Food Restaurant w / Drive-Through (2) (93 4) 79 12 51 8
1) The proposed Crisp & Green development was assumed as a Fast-Casual Restaurant with Pick-Up Window.
2) Typical Fast-Food Restaurant with Drive-Through included for possible future conversion comparison and for use in site drive-through
queuing/circulation analysis.
Based on these Pick -Up Window /Drive-Through design queue estimates for the proposed Crisp &
Green development and the potential future conversion of the proposed development to fast -food
restaurant with drive -through, design queues were plotted on the proposed development concept site
plan (see Figure 6 ). A review of these development generated pick -up window design queues indicates
that the proposed Crisp & Green pick-up window would not be a factor in blocking or otherwise
impeding the operation of the existing laundry drop -off/pick -up drive -through or of other site -
generated circulating traffic. Itis recommended that the proposed development Pick-Up Window lane
be marked, striped and signed to identify the pavement area assigned and avoid potential blocking of
other site-generated circulating and parked traffic (see Figure 6).
254
Figure 6
Site Pick -Up Window Operation Queuing Spillback | Site Circulation Analysis
CRISP GREEN, Chanhassen | Traffic Study
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Figures\Figure6 02114711
June
2021
N Pick-Up
Window CRISP &
GREENPick-
Up Window Maximum
Queue 5 Vehicles)
Traditional Fast-
Food Drive-
Thru Window Maximum
Queue 12 Vehicles)
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Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 13
Summary of Findings, Conclusions and Recommendations
Based on this proposed Crisp & Green Development traffic study and analysis, the following summary
of findings, conclusions and recommendations is offered for your consideration:
1. All study intersections operate at an acceptable overall LOS D or better during the midday (12 -1
p.m.) and p.m. (5 -6 p.m.) peak hours under existing traffic control and intersection geometrics.
However, the eastbound left -turn at the Great Plains Boulevard/West 79th Street intersection
operates at LOS F, and the westbound left -turn at the Market Boulevard/West 79th Street
intersection operates at LOS E.
2. Southbound left-turn 95th percentile queues at the Great Plains Boulevard/Highway 5
intersection, currentl y spill back to and beyond the West 79th Street intersection during the midday
12 -1 p.m.) and p.m. (5 -6 p.m.) peak hours. The southbound left -turn 95th percentile queues at
the and Market Boulevard/Highway 5 intersection, currently spill back to the West 79th Street
intersection during the p.m. (5 -6 p.m.) peak hour
3. The site of the proposed Crisp & Green development is generally the westmost 3,000 square feet
of currently unoccupied/vacant space (formerly Cheers Wine & Spirits) in the 79th Street Center.
The proposed development consists of a healthy fast -casual restaurant offering a sustainable chef-
crafted menu, featuring: made -to-order salads with homemade dressings, naturally raised meats
and fish, grain bowls, smoothies and seasonal sides and inclu des indoor seating for 50 patrons
plus a pick -up window with online ordering and payment .
4. Access to the proposed Crisp & Green development site is planned at the two site driveway
locations on West 79th Street.
5. The proposed Crisp & Green development is expected to generate a total of 131 midday peak
hour (12 -1 p.m.) trips, 42 p.m. commuter peak hour (5-6 p.m.) trips, and 946 daily trip ends (50
percent in/50 percent out).
6. The directional trip distribution for the proposed development was developed based on the
regional distribution of households and employment, existing study area travel patterns, and
engineering judgment. Based on this directional distribution, new trips generated by the proposed
development were assigned to the existing traffic on the supporting roadway network for the
Development Build Conditions .
7. The Development Build Conditions traffic operations analysis results indicate that all study
intersections are expected to continue to operate at an acceptable overall LOS D or better du ring
the midday (12 -1 p.m.) and p.m. (5 -6 p.m.) peak hours under existing traffic control and
intersection geometrics. The delay and queuing on West 79th Street for the eastbound and
westbound approach left-turning vehicles at Great Plains Boulevard and Market Boulevard,
respectively, are expected to increase only slightly, therefore, the proposed Crisp & Green site-
generated traffic impacts can be characterized as minimal.
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Dean Villella | CEO | Crisp Green, G&G4U, LLC June 30, 2021
Erik Koenig | Senior Project Manager | Shingobee Page 14
8. The northbound Great Plains Boulevard left -turn queues at West 79th Street, including the
proposed Crisp & Green restaurant site -generated trips, are not expected to spill back into the
traffic signal -controlled intersection at Great Plains Boulevard/Highway 5 .
9. A review of the proposed Crisp & Green development concept site plan was completed to identify
issues specific to the proposed pick-up window and recommend potential improvements
regarding pick-up window queuing spillback and site circulation.
10. Based on ITE and local traffic study data, the 95th percentile or design queue (in vehicles)
developing from a fast-food restaurant drive -through operation has been field measured at an
average of 15 percent of the total peak hour inbound traffic volume generated by the fast -food
restaurant with drive -through. However, field observed pick-up window queuing data was not
available for Fast -Casual Restaurant with Pick -Up Window, therefore, the design queue for the
proposed Crisp & Green development was based on data provided by Crisp & Green. Since Crisp
Green will not use a menu board or pay window (all done online), the estimated pick -up window
vehicle dwell time (speed of service) is only 20 -30 seconds, compared to 60 -90 seconds, or more,
for fast -food drive -through.
11. Results of the Pick -Up Window/Drive -Through design queue estimate s indicate that the
proposed Crisp & Green development is expected to generate a design queue of 5 vehicles during
the midday peak hour (12 -1 p.m.). For comparison, a potential future conversion of the proposed
Crisp & Green development to fast -food restaurant with drive -through could be expected to
generate a design queue of 12 vehicles during the midday peak hour (12 -1 p.m.).
12. A review of the development generated pick -up window design queues indicates that the proposed
Crisp & Green pick-up window would not be a factor in blocking or otherwise impeding the
operation of the existing laundry drop-off/pick-up drive -through or other site-generated
circulating or parked traffic. The proposed restaurant site -generated pick-up window trips are not
expected to spill back into the East Site Driveway /West 79th Street intersection.
13. It is recommended that the proposed development Pick -up window lane be marked, striped and
signed to identify the pavement area assigned and avoid potential blocking or impeding of other
site-generated circulating traffic as shown in Figure 6 .
14. Based on this proposed Crisp & Green Development traffic study and analysis, it is concluded
that the proposed development would generate a modest level of new traffic, resulting in no
significant degradation in peak period traffic operations and levels of service. Therefore, the City
of Chanhassen may consider the proposed Crisp & Green Development, without concern that it
would represent a significant negative traffic impact to the supporting area roadway system or
existing site circulation and traffic operations .
H:\Projects\14000\14711\TraffStudy\Reports\Report\14711_Crisp&Green_TS_210630.docx
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260
From:Dean Villella
To:Generous, Bob; DEAN VILLELLA; Daniel Sheehy
Subject:Crisp & Green Chanhassen
Date:Friday, August 27, 2021 9:36:58 AM
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Good morning Bob,
I thought I would send you a quick email to help explain how our proposed curbside pick up
window will operate at our Crisp & Green fast casual restaurant.
This pick up window will operate very similar to how other restaurants utilize curbside
pickup. Generally speaking, other restaurants will reserve a handful of dedicated parking
spots for curbside pickup. Customers order in advance and call the store once they have
arrived in those dedicated parking spots.
Our curbside pick up window will require our customers to preorder their food on our online
application with the time they plan to pick it up. The customer then drives up to our
curbside pick up window at their scheduled time and provides their name to our employee.
The employee will simply hand the customer their bag of food and thank them for the
business.
There will NOT be any ordering at the pick up window. There will NOT be any payment at
the pick up window. With this said, I am projecting the average time a customer is at our pick
up window to be less than 10 seconds. With this type of speed in processing, we do not
anticipate any significant back up at the curbside pickup window of more than a few cars at
any time.
Once the curbside pick up window is operational it will allow us to remove the need for
dedicated curbside pick up parking spots. The pick up window will also provide the necessary
relief on our overall parking in the mall. The convenience of being able to pick up their food
without ever getting out of their cars will be valuable to the community. Fewer, slip and falls
etc… Especially with the COVID-19 spiking once again. I’m confident that our curbside pick
up window will really be appreciated by the Chanhassen community.
If you have any additional questions or concerns regarding our curbside pick up window,
please do not hesitate to contact me.
Thanks again,
Dean Villella
CEO - C&G4ME LLC
952.201.6110 mobile
Sent from the all new AOL app for iOS
261
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
ss.
COLTNTY OF CARVER )
T ssen, City C
Subscribed and
thiACi-6u, o
S to before me
JEAI M SIECKLING
Notary tuUb,lf hneota
l'ffirEtrr..b!1, eca
Notary Public
2021.
I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on
August 26,2021, the duly qualified and acting Deputy Clerk ofthe City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public
Hearing to Consider a Request for a Conditional Use Permit to Allow a Drive-Through
Pick Up Window at 530 W. 79'h Street, Suite 100 (Crisp & Green), Zoned Highway and
Business Senices District (BII), Planning Case No.2021-18 to the persons named on attached
Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and
depositing the envelopes addressed to all such owners in the United States mail with postage
fully prepaid thereon; that the names and addresses ofsuch owners were those appearing as such
by the records of the County Treasurer, Cawer County, Minnesota, and by other appropriate
records.
262
Subiect
Parcel
Dbcl.iinor
This map is neather a legally recorded map nor a suNey and is not intended to be used
as one. This map is a compilation of records, infomalion and datia located in vadous city,
county, state and federal ofrces and other sources rcgading the area shown, aM is to
be used lor reference purposes only The CiV does not \Nanant that the Geographic
lniormatbn System (GlS) Oata used lo prepere this map are enor free. and the City does
not epresent that the GIS Data can be used for navigatjonal, t.acking or any other
purpose equidng exactino measurement of distance or direction or precGion in the
depiction of geographic features. The preceding disdaamer is provided pu6uant to
Minnesota Statutes 5466.03. Subd- 21 (2000), and the user of this map adnowledges
that the City shall not be liable ior any damages. and epressly waiv6 all daims, and
agrees to defend, indemnify, and hold hamless ihe City from any and all claims bought
by user, its employees or agents, or thhd partes which adse out of the use/s access or
use of alata provided.
Subject
Parcel
Oilcl,lmot
This map is neither a legally recorded map nor a survey and is not intended lo be used
as one. Thi! map is a compaletion of rccords, infomation and data located in vaious cily,
county, state and lederalofices and other sources regarding th€ area shown, and is to
be used for rcference pu.poses only. The City does not warant that the Geographic
lniormation Syslem (GlS) Data used to prepare this map are eror free. and the City clo€s
not repfesenl that the Gls oala can be used for navigalional, track,ng or any other
puDose requirino exactjno measurement of distance o. direclion or precision in the
depiction of geographic features. The preceding disclaimer is provided puEuant to
Minnesota StaMes 5466.03, Subd. 21 (2000), and the user ol lhis map aclnowledges
tlat the City shall not be tiable for any damages, and expressly waives atl claims, and
ag.ees lo defend, indemnify. and hold harmless the Cily hom any and all daims blought
by User, its employees or agents, or third parti6 which arise out of the use/s access or
use of data provided.
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265
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Jason Pinski and Brian Burdick for a Conditional Use Permit(CUP)to allow a
drive-through pick-up window facility.
On September 7,2021, the Chanhassen Planning Commission met at its regularly
scheduled meeting to consider the application of Jason Pinski and Brian Burdick for a
conditional use permit for the property located at 530 West 79th Street, Unit 100. The Planning
Commission conducted a public hearing on the proposed conditional use preceded by published
and mailed notice. The Planning Commission heard testimony from all interested persons
wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Highway and Business Services District(BH).
2. The property is guided by the Land Use Plan for Commercial use.
3. The legal description of the property is: Lot 4, Block 1, Frontier Development Park.
Carver County, Minnesota.
4. Section 20-232:
a. The proposed use will not be detrimental to or endanger the public health, safety,
comfort,convenience or general welfare of the neighborhood or the city. Traffic
circulation is contained on site and is adequately accommodated through appropriate
signage and the type of service delivery
b. The proposed use will be consistent with the objectives of the City's Comprehensive
Plan and the zoning ordinance. The development complies with City Code
requirements and is consistent with the Commercial land use designation.
c. The proposed use will be designed,constructed,operated and maintained so to be
compatible in appearance with the existing or intended character of the general
vicinity and will not change the essential character of that area.
d. The proposed use will not be hazardous or disturbing to existing or planned
neighboring uses. It is similar to other uses in the area.
e. The proposed use will be served adequately by essential public facilities and services,
including streets,police and fire protection, drainage structures,refuse disposal, water
266
and sewer systems and schools; or will be served adequately by such facilities and
services provided by the persons or agencies responsible for the establishment of the
proposed use.
f. The proposed use will not create excessive requirements for public facilities and
services and will not be detrimental to the economic welfare of the community, but
will promote economic development and be adequately served by existing public
infrastructure.
g. The proposed use will not involve uses, activities, processes, materials, equipment
and conditions of operation that will be detrimental to any persons, property or the
general welfare because of excessive production of traffic, noise, smoke, fumes,
glare, odors, rodents, or trash. The use is consistent with other uses located along
West 79th Street.
h. The proposed use will have vehicular approaches to the property which do not create
traffic congestion or interfere with traffic or surrounding public thoroughfares.
i. The proposed use will not result in the destruction, loss or damage of solar access,
natural, scenic or historic features of major significance.
j. The proposed use will be aesthetically compatible with the area.
k. The proposed use will not depreciate surrounding property values.
1. The proposed use will meet standards prescribed for certain uses as provided in
Chapter 20, Article IV of the City Code.
5. The Planning report#2021-18 dated September 7, 2021, prepared by Robert Generous, et
al, is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Conditional
Use Permit to permit a drive-through pick-up window facility subject to the following
conditions:
Building
1. Provide the City with a revised building plan showing the pick-up window.
Engineering
1. The applicant shall submit a striping and signage plan that ensures proper site circulation
for review and approval.
2. The applicant shall contact the City to ensure erosion control measures are in place prior
to construction of the drive-through area.
267
Planning
1. A menu board and ordering kiosk shall not be installed as part of the drive-through
facility.
2. The drive-through facility shall only be permitted for a pick-up window.
3. Landscaping shall be installed along the western property line parallel to the drive-
through. A landscape plan shall be submitted for City review and approval.
ADOPTED by the Chanhassen Planning Commission this 7`h day of September, 2021.
CHANHA EN PLANNING CO MISSION
BY:
hai
g:\plan\2021 planning cases\21-18 crisp&green cup for drive thru window\findings of fact crisp&green.docx
268
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
CONDITIONAL USE PERMIT NO. 2021-18
1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby
grants a conditional use permit for the following use:
A drive-through for a pick-up window.
2. Property. The permit is for property situated in the City of Chanhassen, Carver County,
Minnesota, and legally described as follows:
Lot 4, Block 1, Frontier Development Park, Carver County, Minnesota.
3. Conditions. The permit is issued for a drive-through facility for a pick-up window, with the
following conditions:
a. Building
1. Provide the City with a revised building plan showing the pick-up window.
b. Engineering
1. The applicant shall submit a striping and signage plan that ensures proper site
circulation for review and approval.
2. The applicant shall contact the City to ensure erosion control measures are in place
prior to construction of the drive-through area.
c. Planning
1. A menu board and ordering kiosk shall not be installed as part of the drive-through
facility.
2. The drive-through facility shall only be permitted for a pick-up window.
3. Landscaping shall be installed along the western property line parallel to the drive-
through. A landscape plan shall be submitted for City for review and approval.
4. Termination of Permit. The City may revoke the permit following a public hearing for
violation of the terms of this permit.
5. Lapse. If within one year of the issuance of this permit the authorized construction has not
been substantially completed or the use commenced, this permit shall lapse, unless an extension is
granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
269
Dated:
CITY OF CHANHASSEN
BY:
Elise Ryan, Mayor
SEAL)
AND:
Laurie Hokkanen, City Manager
STATE OF MINNESOTA )
ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of ,
20___, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
P. O. Box 147
7700 Market Boulevard
Chanhassen, MN 55317
952) 227-1100
270