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07-18-23 PC Agenda and packet A.6:00 P.M. - CALL TO ORDER B.PUBLIC HEARINGS B.1 Consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home at 2730 Sandpiper Trail. B.2 Consider a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home at 3732 Hickory Road. B.3 Consider a request for Preliminary Plat, Site Plan, and Easement Vacation for 53 Rowhomes located at the SW Corner of Powers and Lyman Boulevards. B.4 Consider a request for a Subdivision replating two outlots, a Vacation of easements and right- of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet for property located at the SW corner of Arboretum Blvd and Audubon Blvd. C.GENERAL BUSINESS D.APPROVAL OF MINUTES D.1 Approve Planning Commission Meeting Minutes dated June 6, 2023 E.COMMISSION PRESENTATIONS F.ADMINISTRATIVE PRESENTATIONS G.CORRESPONDENCE DISCUSSION H.ADJOURNMENT I.OPEN DISCUSSION AGENDA CHANHASSEN PLANNING COMMISSION TUESDAY, JULY 18, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 NOTE: Planning Commission meetings are scheduled to end by 10:30 p.m. as outlined in the official by-laws. We will make every attempt to complete the hearing for each item on the agenda. If, however, this does not appear to be possible, the Chairperson will notify those present and offer rescheduling options. Items thus pulled from consideration will be listed first on the agenda at the next Commission meeting. If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the public record based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it is up to each individual City Council member and Mayor if they want it to be made part of the public record or not. There is no State Statute that forces the Mayor or City Council to share that information with the public or be made part of the public record. Under State Statute, staff cannot remove comments or letters provided as part of the public input process. 2 Planning Commission Item July 18, 2023 Item Consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home at 2730 Sandpiper Trail. File No.2023-14 Item No: B.1 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Applicant Les MacLeod 1919 Woodstone Lane Victoria, MN 55386 Present Zoning Single Family Residential District (RSF) Land Use Residential Low Density Acerage 0.37 acres Density N/A Applicable Regulations Sec 20-59 Conditions For Use Of Single-Family Dwelling As Two-Family Dwelling A variance for the temporary use of a single-family dwelling as a two-family dwelling Chapter 20, Article VII, Shoreland Management District Chapter 20, Article XXII, RSF Single-Family Residential District SUGGESTED ACTION "The Chanhassen Planning Commission approves the request for a variance to allow the construction of an accessory dwelling unit within a single-family home at 2730 Sandpiper Trail, subject to the conditions of approval and adopts the attached Findings of Fact and Decision" SUMMARY 3 The applicant is requesting a variance to allow the construction of an accessory dwelling unit within a single-family home. BACKGROUND Minnewashta Manor was platted in on February 11, 1947. The house was built in 1957. DISCUSSION The applicant is requesting a variance to construct an ADU above their tuck-under garage. Granting the requested variance would allow the applicant to construct two dwelling units on a property zoned for a single dwelling unit. Ordinarily, the city cannot grant variances for uses, i.e. a variance cannot be granted to use property zoned single-family residential for an industrial use like a brick factory; however, Section 20-59 of the City Code allows for the city to issue variances to use a single-family dwelling as two-family dwelling, so long as four conditions are met. RECOMMENDATION Staff recommends that the Planning Commission as the Board of Adjustments and Appeals approve the variance to permit use of a single-family dwelling as a two-family dwelling, subject to the conditions of approval and adopt the attached Findings of Fact and Decision. ATTACHMENTS Planning Staff Report - 2730 Sandpiper Trail ADU Variance Findings of Fact and Decision - 2730 Sandpiper Trail Variance Document - 2730 Sandpiper Trail Application for Development Review Narrative Affidavit of Mailing 2730 Sandpiper Trail 4 Application: Consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home. (Planning Case #2023-14) Planning Commission Review Date: July 18, 2023 City Council Review Date: August 14, 2023 (if necessary) SUMMARY OF REQUEST: The applicant is requesting a variance to allow the construction of an accessory dwelling unit within a single-family home. LOCATION: 2730 Sandpiper Trail, Lot 3, Block 2, Minnewashta Manor PROPOSED MOTION: “The Chanhassen Board of Appeals and Adjustments approves use of a single-family dwelling as a two-family dwelling subject to the conditions of approval and adopts the findings of fact and decision.” 5 Page 2 of 5 APPLICANT: Les MacLeod 1919 Woodstone Lane Victoria, MN 55386 PRESENT ZONING: Single-Family Residential, RSF 2040 LAND USE PLAN: Residential – Low Density ACREAGE: 0.37 acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting a variance to allow the construction of an accessory dwelling unit within a single-family home. APPLICABLE REGULATIONS Sec 20-59 Conditions For Use Of Single-Family Dwelling As Two-Family Dwelling A variance for the temporary use of a single-family dwelling as a two-family dwelling Chapter 20, Article VII, Shoreland Management District Chapter 20, Article XXII, RSF Single-Family Residential District BACKGROUND Minnewashta Manor was platted in on February 11, 1947. The house was built in 1957. EXISTING CONDITIONS SITE CONSTRAINTS - Environmental Protection Districts Bluff Creek corridor - This property is not located within the Bluff Creek Overlay District. Wetland Protection - There are no wetlands on the site. Bluff Protection - There are no bluffs on the property. 6 Page 3 of 5 Shoreland Management - The property is located within a shoreland protection district for Lake Minnewashta. Floodplain Overlay - This property is not within a floodplain adjacent to the lake. NEIGHBORHOOD The property is located in Minnewashta Manor. ANALYSIS The applicant would like to convert a large room above the garage to a 604 square foot accessory dwelling unit (ADU) for a relative. Single-Family Dwelling as Two-Family Dwelling The applicant is requesting a variance to construct an ADU above their tuck-under garage. Granting the requested variance would allow the applicant to construct two dwelling units on a property zoned for a single dwelling unit. Ordinarily, the city cannot grant variances for uses, i.e. a variance cannot be granted to use property zoned single-family residential for an 7 Page 4 of 5 industrial use like a brick factory; however, Section 20-59 of the City Code allows for the city to issue variances to use a single-family dwelling as two-family dwelling, so long as four conditions are met. Specifically, Section 20-59 states: A variance for the temporary use of a single-family dwelling as a two-family dwelling may only be allowed under the following circumstances: (1) There is a demonstrated need based upon disability, age or financial hardship. (2) The dwelling has the exterior appearance of a single-family dwelling, including the maintenance of one driveway and one main entry. (3) Separate utility services are not established (e.g. gas, water, sewer, etc.). (4) The variance will not be injurious to or adversely affect the health, safety or welfare of the residents of the city or the neighborhood where the property is situated and will be in keeping with the spirit and intent of this chapter. Impact on Neighborhood The applicant’s home is located in the Minnewashta Manor development, which consists of single-family homes. The variance request for an ADU to allow for the applicant to have a multi-generational household is not expected to generate the traffic or noise concerns that can be associated with placing multi-unit properties within single-family neighborhoods. The city has granted several variances for ADUs in other neighborhoods and to staff’s knowledge they have generated no complaints. Additionally, a condition that the ADU not be rented out will be attached to the variance to prevent the property from subsequently being sold or used as a duplex. Given the above, staff does not believe that granting the requested variance would negatively impact any of the surrounding properties. RECOMMENDATION Staff recommends that the Planning Commission as the Board of Adjustments and Appeals approve the variance to permit use of a single-family dwelling as a two-family dwelling, subject to the conditions of approval and adopt the attached Findings of Fact and Decision. 1. A building permit must be obtained prior to construction. 2. Building plans must provide sufficient information to verify that the proposed building/structure meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 8 Page 5 of 5 3. The exterior of the home shall maintain the appearance of a single-family home. 4. No separate entrance may be created for the apartment. 5. Separate utility services may not be established. 6. The apartment above the may not be rented as a separate unit. ATTACHMENTS 1. Findings of Fact and Decision 2. Variance Document 3. Development Review Application. 4. Narrative. 5. Affidavit of Mailing. 9 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Les MacLeod , for a variance to use a single-family dwelling as a two-family dwelling on a property zoned Single-Family Residential District (RSF) - Planning Case 2023-14. On July 18, 2023, the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Board of Appeals and Adjustments makes the following: FINDINGS OF FACT 1. The property is currently zoned Single-Family Residential District (RSF). 2. The property is guided in the Chanhassen Comprehensive Plan for Residential Low Density. 3. The legal description of the property is: Lot 3, Block 2, Minnewashta Manner, Carver County, Minnesota. Property address 2730 Sandpiper Trail. PID 255050170. 4. Variance Findings – Section 20-59 of the City Code provides the following criteria for the granting of a variance to use a single-family dwelling as a two-family dwelling: a. There is a demonstrated need based upon disability, age or financial hardship. Finding: The applicant has stated that they are requesting the variance due to the need for an aging relative to live in closer proximity to family members for caretaking. b. The dwelling has the exterior appearance of a single-family dwelling, including the maintenance of one driveway and one main entry. Finding: The addition maintains the exterior appearance of a single-family dwelling, with a single driveway access and a single main entrance, and conditions have been placed on the variance that do not permit alteration of the exterior of the structure such that it would no longer maintains the appearance of a single-family home. c. Separate utility services are not established (e.g., gas, water, sewer, etc.). Finding: Separate utility services are not proposed and will not be established, and a condition has been placed on the variance to prohibit this from occurring in the future. d. The variance will not be injurious to or adversely affect the health, safety, or welfare of the residents of the city or the neighborhood where the property is situated and will be in keeping with the spirit and intent of this chapter. 10 2 Finding: The variance request for an accessory dwelling unit (ADU) to allow for the applicant to have a multi-generational household is not expected to generate the traffic, noise, or transient population concerns that can be associated with placing multi-unit properties within single-family neighborhoods. The city has granted several variances for ADUs in other neighborhoods and to staff’s knowledge they have generated no complaints. Additionally, a condition that the ADU not be rented out will be attached to the variance to prevent the property from subsequently being sold or used as a duplex. Finally, it is the intent of Section 20-59 to create opportunities for residents to care for aging family members through the use of ADUs. 5. The planning report #2023-14, dated July 18 2023, prepared by Robert Generous, et al, is incorporated herein. DECISION The Chanhassen Board of Appeals and Adjustments approves the variance request for the use of a single-family dwelling as a two-family dwelling, subject to the following conditions of approval: 1. A building permit must be obtained prior to construction. 2. Building plans must provide sufficient information to verify that the proposed building/structure meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 3. The exterior of the home shall maintain the appearance of a single-family home. 4. No separate entrance may be created for the apartment. 5. Separate utility services may not be established. 6. The apartment above the may not be rented as a separate unit. ADOPTED by the Chanhassen Planning Commission this 18th day of July, 2023. CITY OF CHANHASSEN BY: Chair g:\plan\2023 planning cases\23-14 2730 sandpiper trail var\findings of fact and decision 2730 sandpiper tr (approval).docx 11 1 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE AND DECISION VARIANCE 2023-14 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves the variance request for the use of a single-family dwelling as a two-family dwelling. 2. Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lot 3, Block 2, Minnewashta Manner, Carver County, Minnesota. Property address 2730 Sandpiper Trail. PID 255050170 3. Conditions. The variance approval is subject to the following conditions: 1. A building permit must be obtained prior to construction. 2. Building plans must provide sufficient information to verify that the proposed building/structure meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 3. The exterior of the home shall maintain the appearance of a single-family home. 4. No separate entrance may be created for the apartment above the garage. 5. Separate utility services may not be established. 6. The apartment above the garage may not be rented as a separate unit. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Approved by the Planning Commission: July 18th, 2023 12 2 CITY OF CHANHASSEN BY: (SEAL) Elise Ryan, Mayor AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2023 by Elise Ryan, Mayor, and Heather Johnston, Interim City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 g:\plan\2023 planning cases\23-14 2730 sandpiper trail var\variance document 2730 sandpiper tr.docx 13 2-3- )L(M w COMMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952)227-1'100 / Fax: (952)227-1110 CITY OT CIIAI'IIIASSIN APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: n Comprehensive Plan Amendment............ I Conditional Use Permit (CUP) ! Single-Family Residence .............. D rutothers n lnterim Use Permit (lUP) trtr ln conjunction with Single-Family Residence.. $325 All Others.... ............. $500 E Rezoning (REZ) fl Planned Unit Development (PUD) .................. $750 Minor Amendment to existing PUD ...............n t lr+l>s AllOthers. Wetland Alteration Permit - $50 Variance - $50 PC Date:CC Date:60-Day Review Date: (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) $600 E Subdivision (SUB) D Sign Plan Review ...........$150 E Site Plan Review (SPR) Dtr Create 3 lots or less $500 Create over 3 |ots.......................$1000 + $15 per (_ lots) E Metes & Bounds (2lots)$3oo $150trtrtr Consolidate Lots Administrative Subd. (Line Adjustment) .......... $1 50 Final Plat + $15 per lot $700. *(lncludes $450 escrow for attorney costs) .Additional escrow may be required for other applications through the development contract. Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) Variance (VAR).......... .. $200 E Wetland Alteration Permit (WAP) $325 $500 $100 $500 trn trtr trtr $1 50 $zts$1oo $5ooCommercial/lndustrial Districts* Plus $10 per 1,000 square feet of building area: t_ thousand square feet) *lnclude number of exlstlnq employees: .lnclude number of new employees: E Residential Districts Plus $5 per dwelling unit (_ units) nnn Conditional Use Permit $50 lnterim Use Permit $50 Single-Family Residence AllOthers Appeal of Administrative Decision.$2oo Zoning Ordinance Amendment (ZOA) ................. $500 t NOTE: When multlple appllcations are processed concurrently, the approprlate lee shall be charged for each application.J JEJ Property Owners' List within 500' (City to generate after pre-application meeting) ................:... ."..-...... $3 per address ( 56 addresses) &/ tr Escrow for Recording Documents (check all that apply).. $ Per document Plan Agreement - $85tr w Site Easements( easements)$gS Vacation - $85 Metes & Bounds Sub (2 deeds) $250 Deeds - $1 00 TOTAL ,3n wetlands Present? flYes No Zoning Requested Land Use Designation ftl Description of Proposal: Property Address or Location: parcet #, J rr0 tO DO Legal Description: Total Acreage: Present Zoning Present Land Use Designation I ) Exigting Use of -Jly[ Check box Property: if separate na attached Section 1 cation check all that appl Section 2: Required Information J .... $500 trtrtr 14 Owner and A licant InformationSection 3: Pro APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the and exhibits submitted are true and correct. Name:Contact: Address Phone Cell:City/State/Zip: Email: Signature:Date: PROPERW OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information submitted are true and correct. Fax CoD ,/esName: Address: City/State/Zip: Email PROJECT ENGINEER (if applicable) Name: Address: City/State/Zip: Contact: Phone:otu ,?1l , Cell: Fax:N.4 sig Date: C-7.ZOZT Contact Phone: Cell: Fax:Email full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This must Section 4: Notification lnformation Who should receive copies of staff reports? fl Property Owner Ema *Other Contact lnformation Name:it trtrtr Applicant Engineer Other* Email Address: Ema Email City/State/Zip: Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 15 June 15,2023 Mr. MacKenzie Young-Walters 7700 Market Blvd. Chanhassen, MN 55317 RE: Permit 2730 Sandpiper Trail Excelsior, MN 55331 Dear Sir, We are applying for a building permit to finish off the living space above the tuck under garage. (see photo & diagram). We purchased the fire damage home in June of 2020 after it had sat untouched for 16 months, we fully restored home under Permit # ZOZO-OT,47 & ZO2O-0277O. This home is currently occupied by my twin sons. There will be no changes to the outside appearance of the home, there will be no splitting or adding of utilities. The garage area is connected to the main house with a finished breezeway. Our main motivation for completing this area is to provide my 90yr mother a place to enjoy with family in her final years. sincerely, cLeods 1919 Woodstone Lane Victoria, MN 55386 (9s2) 847-0s00 16 .7- / 2<f, .tu / ,/e / 17 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) )ss COLINTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota;that on said date she caused to be mailed a copy of the attached notice to consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home at property located at2730 Sandpiper Trail and zoned Single Family Residential. property Owner/Applicant: Les Macleod 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 rurmes and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. T. Meuwissen, City Subscribed and swom to before me this (€ day of 2023 dk Public 18 Subject Parcel Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational' tracking or any other purpose requiring exacting measurement of dislance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the usefs access or use of data provided. (Tax_nameD <Tax_add_!l> <Tax_add_12> <<Next Record ><rTax_nameD <Tax_add_11> <Tax_add_12> Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data provided. Subject Parcel t T h.J i ft -r..l'7 a (-1 I L l. "/ .ta t1 19 Date & Time: Tuesday, July 18, 2023, al6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location:City Hall CouncilChambers, 7700 Market Blvd. Consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home at property located at2730 Sandpiper Trail and zoned Single Family Residential ApplicanUOwner:Les Macloed Property Location: 2730 Sandpiper Trail A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenmn.qov/proooseddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.qov or by phone a1952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday prior to the Planninq Commission meetino. Sign up to receive email updates about this or other projects. Go to h ttps : //www. ch a n h asse n m n. q ov/i -wa n t-to/s u bsc ri be City Rovisw Procadure:. Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim U$s, Wotland Alterations, Rezonings, Comprohensivo Plan Amendments, Varianes, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinances require all properly within 5@ feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the moeting.. Staff prepares a report on tho subject application that includes all pertinent information and a rs@mmendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overuiew of the report and a remmendation. Tho item will be opened for the public to speak about the proposal as a part of the hearing pro@ss. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reyerse, affirm or modify wholly or partly the Planning Commission's r6mmmendation. Rezonings, land use and code amendments take a simple majority vote of ths City Council except rezonings and land use amendments ftom rasidential to mmmercial/industrial.. Minnesota State Statute 519.99 requires all appli@tions to b€ proessed within 60 days unless the appli€nt waives this standard. Some applimtions due to their mmploxity may take several months to complete. Any peren wishing to follow an item through the process should check with the Planning Dapartmsnt regarding its status and scheduling for the City Council meeting.. A neighborhood spokesperson/repressntative is en@uraged to provide a contacl for the city. Often developers are encouraged to meet with the neighborh@d Egarding thair proposal. Staff is ale available to revi€w the prolect with any interested peren(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are laken and any correspondence regarding the application will ba included in the report to the City Council. lf you wish lo have somsthing to be included in the reporl, please @ntact tha Planning Staff person nam6d on the notifiGtion. Chanhassen Notice of Public Hearing Commission Meeti Notice of Public Hearing Chanhassen Planni Commission Tuesday, July 18, 2023, at 6:00 p.m. This hearing may not start until later in the eveni on the order of the HallCouncil Chambers 7700 Market Blvd. Consider a request for a variance to allow the construction of an accessory dwelling unit within a single-family home at property located at2730 Sandpiper Trail and zoned Single Fami Residential Les Macloed 2730 Sandpiper Trail A location ma is on the revense side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 5. Staff will give an overview of the proposed project. 6. The applicant will present plans for the project. 7. Comments are received from the public. 1. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the city's proposed development webpage at: wwwchanhassenmn.qov/proooseddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.qov or by phone at952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission Sign up to receive email updates about this or other projects. Go to https:/lwww. chanhassen mn. qov/i-wantto/su bscribe City Roview Procedure:. Subdivisions, Planned Unit Dovelopments, Site Plan Reviews, Conditional and lntorim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amondments, Varianes, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinan@s roquire all prop€rty within 500 fet of ths sbject sito to be notified of the appli€tion in writing. Any interested party is invited lo attend the meeting.. Staff prepares a report on the subjsct application that includes all pertinent information and a rocomm€ndation. These reports are available by request. At ths Planning Commission meeting, staff will give a verbal overuiew of the rsport and a rocommendation. The item will be opened for the public to speak about the proposal as a part of the hsaring proess. The Commission will close the public hearing and discuss the item and make a re@mmondation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land u$ and crde amendments take a simple majority vota of the City Council ex@pt rezonings and land use amendments from residentialto commercial/industrial.. Minnesota State Statute 519.99 requires all appli€tions to be proessed within 60 days unless the appli€nt waives this standard. Some appli€tions due to their omplsxity may take several months to mmplete. Any person washing to iollow an item through the promss should check with the Planning Departm€nt regarding its status and scheduling for the City Council msting.. A neighborhood spokesperson/representative is en@uraged to provide a contaci for the city. Oflen developers are encouragsd to mest with the neighborhood regarding their proposal. Staff is also available to reviow the prciect with any interested person(s).. Because the Planning Commission holds the public hearing, the City Council does nol. Minutes are taken and any @responden@ regarding the application will be included in thB report to ths City Council. lf you wish to have something to be included in the report, pleasa contact the Planning Staff person namad on the notification. Date & Time: Location: Proposal ApplicanUOwner: Property Location: What Happens at the Meeting: Questions & Comments: Proposal: 20 Tax name ABIGAIL MCNABB ALEXANDER KORZHEN BARBARA N NEVIN BRIDGET MERRILL-MYHRE BRYAN D SCHULER CHESTER BUTTERFIELD CHRISTOPHER A & JULIA S HOLDEN CHRISTOPHER E STEELE CHRISTOPHER J ERICKSON CYNTHIA PALMA KELLY DAVID ROVA DEAN R&JUDITH M BERSIE DEMETRIUS A MATTHEWS REVOCABLE TRUST DOMINIKA CHARTIER ERICD&DAWNRRYNDERS ERIK A HAYS GREG WINEGARDEN HERBERT J PFEFFER ISAAC B TUVMAN JAMES F & MARY ELLEN JESSUP JEANNINE TOWEY HUBBARD CREDIT TRUST JEREMY & BETH CONE JOSHUA G LACEY JUNGGON SEO KATHERINE P OLSEN KATHRYN F KLADEK KELLY A HERMAN KERI J FREIENMUTH KEVIN R BRUEGGEMAN KRISTEN L ORTLIP LESLIE IAN MACLEOD MANUEL J JORDAN MARK STAUBTY Tax add 11 2837 TANAGERS LN 27OO SANDPIPER TRL 6351 MINNEWASHTA WOODS DR 2782 PIPER RIDGE LN 2751 PIPER RIDGE LN 2671 ORCHARD LN 2851 TANAGERS LN 6455 TANAGERS PT 2731 SANDPIPER TRt 633 ], MINNEWASHTA WOODS DR 2821 WASHTA BAY RD 28OO TANAGERS LN 2730 ORCHARD LN 6345 MINNEWASHTA WOODS DR 2821 NORTH MANOR RD 2810 SANDPIPER TRL 2820 SANDPIPER TRL 2850 TANAGERS LN 2731 PIPER RIDGE LN 6350 MINNEWASHTA WOODS DR 2841 WASHTA BAY RD 6320 MINNEWASHTA WOODS DR 2561 ORCHARD tN 2750 SANDPIPER TRL 2821 TANAGERS LN 6321 MINNEWASHTA WOODS DR 2792 ?IPER RIDGE LN 2720 SANDPIPER TRL 2840 TANAGERS LN 2831 WASHTA BAY RD 1919 WOODSTONE LN 5347 MINNEWASHTA WOODS DR 2740 SANDPIPER TRL Tax add 12 EXCELSIOR, MN 55331. EXCELSTOR, MN 55331- EXCELSTOR, MN 55331-8897 EXCELSIOR, MN 55331. EXCELSTOR, MN 55331-7803 EXCELSTOR, MN 55331-7807 EXCELSTOR, MN 55331-7819 EXCELSTOR, MN 55331-7833 EXCELSTOR, MN 55331-7812 EXCELSTOR, MN ss33r.-8897 EXCELSIOR, MN 55331- EXCELSTOR, MN 55331-7818 EXCELSTOR, MN 55331-7806 EXCEtStOR, MN 55331-8897 EXCELSTOR, MN 55331-7836 EXCEtStOR, MN 55331-7811 EXCELSTOR, MN 55331- EXCELSIOR, MN 55331. EXCELSTOR, MN 55331- EXCELSTOR, MN 55331-8898 EXCELSIOR, MN 55331- EXCELSTOR, MN 55331-8898 EXCELSTOR, MN 55331-7807 EXCELSTOR, MN ss33r.-7810 EXCELSTOR, MN 55331-7819 EXCELSTOR, MN 55331-8897 EXCELSTOR, MN 55331-7803 EXCELSTOR, MN 55331-7810 EXCELSTOR, MN 55331-7830 EXCELSTOR, MN 55331-7821 vrcroRrA, MN 55386- EXCELSTOR, MN 55331-8897 EXCELSTOR, MN 55331-7810 21 MATTHEW BURTON MELISSA KOKALES MICHAEL P RENNINGER MICHAET R FAEGRE MICHELE MARIE HARVET MIKEL JON DUMONCEAUX OLIVEWOOD HOMEOWNERS ASSN RACHAEL M PERAZA ROBERT A & I ENN IFER BUSHWAY ROBERT t ALFORD RYAN DWELLE SCOTT GURGEL SCOTT R BOCKS SCOTT T BRUSH SIDNEY LOREN LEVIN STACI A CHRISTOPHERSON STEPHEN T HUGHES AND MARY A HUGHES REVOC TAYLOR MARKS THE FAYE M KAMRATH REVOCABLE TRUST AGREE THE JEFFREY t KAMRATH REV TRUST TROY S BAER WILLIAM E STANGLER WILLIAM J JR & TERESA A GREER 2701 PIPER RIDGE LN 2751 SANDPIPER TRL 6310 MINNEWASHTA WOODS DR 28OO SANDPIPER TRL 2811 MANOR DR N 6349 MINNEWASHTA WOODS DR 6475 TANAGERS PT 2711 PIPER RIDGE LN 2721 SANDPIPER TRt 5355 MINNEWASHTA WOODS DR 2820 TANAGERS LN 2830 WASHTA BAY RD 6340 MINNEWASHTA WOODS DR 2810 TANAGERS LN 2841 TANAGERS LN 2820 WASHTA BAY RD 2741. SANDPIPER TRL 6351 MINNEWASHTA WOODS DR 2731 ORCHARD LN 2731 ORCHARD tN 2791 PIPER RIDGE LN 21778 TALL TIMBERS TRL 2771 PIPER RIDGE LN EXCELSTOR, MN 55331-7803 EXCELSIOR, MN 55331. EXCELSTOR, MN 55331-8898 EXCELSTOR, MN 55331-7811 EXCELSTOR, MN 55331-7836 EXCELSIOR, MN 55331- EXCELSTOR, MN ss331-7833 EXCELSIOR, MN 55331. EXCELSTOR, MN 55331-7812 EXCELSTOR, MN 55331-8897 EXCELSIOR, MN 55331- EXCELSIOR, MN 55331-7820 EXCELSTOR, MN 55331-8898 EXCELSIOR, MN 55331- EXCELSTOR, MN 55331-7819 EXCELSIOR, MN 55331- EXCELSIOR, MN 55331- EXCELSTOR, MN 55331- EXCELSIOR, MN 55331- EXCETSIOR, MN 55331. EXCELSTOR, MN 55331- NISSWA, MN 56468- EXCELSTOR, MN 55331-7803 22 Planning Commission Item July 18, 2023 Item Consider a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home at 3732 Hickory Road. File No.2023-15 Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Applicant Everson Architects LLC, Holly Brink and Lyman Brink Jr. 5301 Glenbrae Circle 3732 Hickory Road Edina, MN 55436 Chanhassen, MN 55317 Present Zoning Single Family Residential District (RSF) Land Use Residential Low Density Acerage 0.2 acers Density N/A Applicable Regulations Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 4, Nonconforming Uses Chapter 20, Article VII. Shoreland Management District. Chapter 20, Article XXII, RSF Single-Family Residential District SUGGESTED ACTION "The Chanhassen Planning Commission approves the request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home, subject to the conditions of approval and adopts the attached Findings of Fact and Decision" SUMMARY The applicant is requesting a variance for a side yard setback, lot cover, and other variances to allow the 23 construction of a single-family home. BACKGROUND Red Cedar Point Lake Minnewashta was platted on August 30, 1913. The existing house is 7.8 feet from the western property line and 7 feet from the eastern property line. The existing house was built in 1985. DISCUSSION RECOMMENDATION Staff recommends that the Planning Commission as the Board of Adjustments and Appeals approve the variance for side yard setbacks (8 feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent to allow the construction of a single-family home subject to the conditions of approval, and adopt the attached Findings of Fact and Decision. ATTACHMENTS Staff Report Findings of Fact 3732 Hickory Road Variance 3732 Hickory Road Application for Development Review Hickory Road Narrative 3732 Hickory Road Plans Affidavit of Mailing 3732 Hickory Road 24 Application: Consider a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home. (Planning Case #2023-15) Planning Commission Review Date: July 18, 2023 City Council Review Date: August 14, 2023 (if necessary) SUMMARY OF REQUEST: The applicant is requesting a variance for a side yard setback, lot cover, and other variances to allow the construction of a single-family home. LOCATION: 3732 Hickory Road (Lot 26, Block 1, Red Cedar Point Lake Minnewashta) PID 256600161 PROPOSED MOTION: “The Planning Commission as the Board of Adjustments and Appeals approve the variance for side yard setbacks (Eight feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent to allow the construction of a single-family home subject to the conditions of approval, and adopt the attached Findings of Fact and Decision” 25 Page 2 of 8 APPLICANT: Everson Architect LLC, Holly Brink and Lyman Brink Jr. 5301Glenbrae Circle 3732 Hickory Road Edina, MN 55436 Chanhassen, MN 55317 PRESENT ZONING: Single-Family Residential, RSF 2040 LAND USE PLAN: Residential – Low Density ACREAGE: 0.2 acres (8,812 sq. ft.) DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting a variance for side yard setbacks of eight feet on the east and 7.9 feet on the west, the existing nonconforming setbacks, and 7.9 feet for the 3rd story stairway addition, a variance for a roof over the walkway to permit a 4.9 feet setback, lot cover of 27.3 percent which is a slight reduction in the existing nonconforming lot coverage from 28.4 percent to 27.3 percent to allow the construction of a single-family home. APPLICABLE REGULATIONS Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 4, Nonconforming Uses Chapter 20, Article VII. Shoreland Management District. Chapter 20, Article XXII, RSF Single-Family Residential District BACKGROUND Red Cedar Point Lake Minnewashta was platted on August 30, 1913. The existing house is 7.8 feet from the western property line and 7 feet from the eastern property line. The existing house was built in 1985. 26 Page 3 of 8 EXISTING CONDITIONS SITE CONSTRAINTS Environmental Protection Districts Bluff Creek corridor - This property is not located within the Bluff Creek Overlay District. Wetland Protection - There are no wetlands on the site. Bluff Protection - There are no bluffs on the property. Shoreland Management - The property is located within a shoreland protection district for Lake Minnewashta. Floodplain Overlay - This property is not within a floodplain adjacent to the lake. NEIGHBORHOOD The property is located in Red Cedar Point. The plat for this area was recorded in August 1913. Over the subsequent century, the City of Chanhassen was formed, a zoning code was passed, the zoning code was amended numerous times, and buildings were built, demolished, and rebuilt to meet the standards and needs of the existing ordinances. Additionally, the neighborhood’s roads were not always constru cted within their designated right of way. In some areas, this has led to portions of buildings being located in the right of way and portions of these roads being located within residents’ property lines. Very few properties in the area meet the requireme nts of the city’s zoning code, and most properties either are nonconforming uses or are operating under a vari ance. ANALYSIS Ordinance Existing Proposed Zoning RSF RSF RSF Lot Area 20,000 sq. ft. 8,812 sq. ft. 8,812 sq. ft. Front Yard Setback 30’ 44.8’ 44.8’ Side Yard Setback 3rd Story Stairway Walkway Canopy House rotate 10’ 10’ 10’ 10’ 7’ (E)/ 7.8’ (W) NA NA 8.8’ (E) 8’ (E),’ 7.9’ (W) 7.9’ 4.9’ 8’ (E) Shoreland Setback 75’ +/- 120’ +/- 120’ Hard Surface Coverage 25% (5,000 SF) 28.4% (2,505 SF) 27.3% (2,408 SF) Lot Frontage 90 Feet 40 Feet 40 Feet 27 Page 4 of 8 Lot Depth* 125 160’ 160’ Structure Height 35 Feet Two-story, Unknown 32’ Water Oriented Structure 250 Square Feet None None Driveway Access 1 1 1 Engineering and Water Resources Department Review The Engineering and Water Resources Departments have reviewed the variance submittal for 3732 Hickory Road. These comments are divided into two categories: general comments and proposed conditions. General comments are informational points to guide the applicant in the proper planning of 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 Engineering and Water Resources recommends be formally imposed on the applicant 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 plans submitted with this application have been reviewed only for the purpose of determining the feasibility of the project based on the variance(s) requested and that the proposal is in accordance with City Standards. A recommendation of variance approval does not constitute final approval of details, including but not limited to alignments, materials and points of access, utility connections 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 Water Resources 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, the final order of the Variance determination(s), and the professional engineering judgment of the City Engineer. 2. It is the opinion of the Engineering and Water Resources Departments that the proposed variances 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 to demolish an existing single-family home to construct a new home at 3732 Hickory Road. The proposed improvement will require a setback variance as well as a lot cover variance. Engineering and Water Resources have no comment on the setback variances. 4. The applicant has provided plans prepared by Everson Architect dated 6/16/2023 for the existing and the proposed conditions. The existing conditions survey indicates a lot 28 Page 5 of 8 area of 8,812 square feet with an existing hardcover of 2,505 square feet or 28.4% hardcover of the lot. The proposed conditions survey indicates the same lot area of 8,812 square feet with a proposed hardcover of 2,408 square feet or 27.3% hardcover of the lot. 5. The property’s egress/ingress is had via Hickory Road which is classified as a local road. Hickory Road is located within a substandard right-of-way of 30 feet wide. The standard right-of-way width for local roads as defined by City Ordinances is 60 feet wide. Additionally, Hickory Road is a substandard 17 feet wide. The standard road width for local roads is defined by City Standards as 31 feet. Staff agrees with the applicant’s narrative that the proposed size and dimension of the driveway is warranted given these conditions and is necessary to allow for off-street parking for guests due to the existing substandard conditions associated with Hickory Road. 6. The existing home has a footprint of approximately 1,124 square feet and the property in its existing condition has approximately 2,217 square feet of impervious area outside of the road right of way. The proposed home has a footprint of approximately 1,471 square feet, and the proposed site layout shows approximately 2,408 square feet of impervious area outside of the road right of way. The result is an increase in impervious area of the property by approximately 191 square feet. 7. There are no existing stormwater best management practices (BMPs) onsite or downstream of the site. As a result, stormwater leaving the property is not treated before it discharges directly into Lake Minnewashta. The proposed increase in impervious area could result in additional pollutants (including phosphorous and suspended solids) entering into Lake Minnewashta which could negatively impact water quality along with adding additional stormwater runoff vo lume. The City of Chanhassen’s Local Surface Water Management Plan Policy 2.14 reads: “Protect shorelands and water resources. All properties are required to have native vegetated buffer adjacent to wetlands, storm ponds, and water resources. Non- conforming properties, and lots of record shall be br ought into compliance when applying for permits or variances to improve the property. Non-conforming buffers should attempt to meet regulatory requirements whenever possible. The minimum non-conforming buffer width shall be 10 feet.” City Ordinance - Shoreland Management District Section 20-490 states: In evaluating all variances, zoning and building permit applications, or conditional use requests, the zoning authority shall require the property owner to address, when appropriate, stormwater runoff management, reducing impervious surfaces, increasing setback, restoration of wetlands, vegetative buffers, sewage treatment and water supply capabilities, and other conservation-designed actions. 29 Page 6 of 8 8. The proposed design shown does not include any stormwater BMPs or a native vegetated buffer that would act to offset the increased pollutant loads generated by the increase in impervious area. No design calculations or vegetation plans were submitted as part of the variance. Proposed BMPs and/or a native vegetated buffer would help treat stormwater and assist to mitigate impacts from the construction and increase in impervious area in the proposed plan if designed, installed, and properly maintained. As such the applicant shall submit a revised design and vegetation plan including permanent buffer markers and an agreement with the city for the buffer and/or BMP’s permanent establishment and maintenance. See conditions 1 and 2. 9. The proposed home size was noted to be approximately 3,000 square feet with six (6) bathrooms and five (5) bedrooms. The corrected calculations show an increase in impervious area when comparing the existing and proposed conditions. While there was some justification in the variance request regarding the required size of the proposed home no alternative designs were submitted that meet city standards. It appears feasible to reduce the home size to meet the current lot cover restrictions of the lot. 10. It should also be noted that the setback variance and building permit will trigger section 20-490 of City Ordinance which outlines the buffer and stormwater management requirements of the site. The intent of this section of City Ordinance and the related policy 2.14 in the Local Surface Water Management Plan are to protect water resources and bring older sites into compliance as redevelopment occurs. 11. The applicant is proposing a design that would require setback variances as well as a lot cover variance and an increase the impervious area of the site by approximately 191 square feet. Staff agrees that the lot is constrained but believes there is sufficient area to build a new home which could be reconfigured to meet the lot cover requirement. The Water Resources Department does not have a comment on the setback variances. If the variance is ultimately approved by the Planning Commission, Policy 2.14 of the Local Surface Water Management Plan and City Ordinance should be applied to create permanent native buffers and/or other practices as needed to protect downstream water resources and mitigate impacts of the proposed home construction. See conditions one and two. Lastly, while Water Resources is not in support of the proposed hard cover variance, any and all improvements on the site must meet applicable jurisdictional requirements. See proposed condition three. A permanent 10-foot native vegetated buffer adjacent to the lake with permanent buffer signs must be installed along the shoreline using species native to the ecotype. Buffer strip averaging may be used to achieve the total buffer area required. Alternative designs including the use of BMPs such as rain gardens would also be considered for approval. The buffer or BMP design may be configured around the path and stairs. Design plans must be approved by the Water Resources Engineer. 30 Page 7 of 8 A buffer and/or BMP agreement describing the precise location and extent of the buffer strip or BMP, as well as the restrictions and maintenance for activities within the buffer strip and/or BMP, shall be signed by the property owner and the city and shall be recorded against the property at the county recorder's office. The property owner shall be responsible for all costs and fees associated with the buffer strip dedication. The installation of any improvements on the site shall meet all applicable jurisdictional requirements, including but not limited to the Minnesota Department of Natural Resources and the Minnehaha Creek Watershed District, and all applicable permits shall be obtained prior to any site improvements. The proposed reconstruction of the house on the property is a reasonable use of the property and improves on some of the existing non-conformities. Most of the new house is within the existing building footprint. The third-floor addition with the exception of the stairway access will comply with the side yard setback requirements. The proposed house is aligned with the side property lines rather than being at a slight angle. RECOMMENDATION Staff recommends that the Planning Commission as the Board of Adjustments and Appeals approve the variance for side yard setbacks (Eight feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent to allow the construction of a single-family home subject to the conditions of approval, and adopt the attached Findings of Fact and Decision. 1. The proposed building setbacks shall comply with the plan prepared by Everson Architects dated 06/16/2023. 2. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 3. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 4. A building permit must be obtained before beginning any construct ion. 5. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 6. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 31 Page 8 of 8 7. A permanent 10-foot native vegetated buffer adjacent to the lake with permanent buffer signs must be installed along the shoreline using species native to the ecotype. Buffer strip averaging may be used to achieve the total buffer area required. Alternative designs including the use of Best Management Practices (BMPs) such as rain gardens would also be considered for approval. The buffer or BMP design may be configured around the path and stairs. Design plans must be appro ved by the Water Resources Engineer. 8. A buffer and/or BMP agreement describing the precise location and extent of the buffer strip or BMP, as well as the restrictions and maintenance for activities within the buffer strip and/or BMP, shall be signed by the property owner and the city and shall be recorded against the property at the county recorder's office. The property owner shall be responsible for all costs and fees associated with the buffer strip dedication. 9. The installation of any improvements on the site shall meet all applicable jurisdictional requirements, including but not limited to the Minnesota Department of Natural Resources and the Minnehaha Creek Watershed District, and all applicable permits shall be obtained prior to any site improvements. ATTACHMENTS 1. Findings of Fact and Decision 2. Variance Document 3. Development Review Application. 4. Narrative. 5. Plans 6. Affidavit of Mailing. 32 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Everson Architect LLC on behalf of Holly Brink and Lyman Brink Jr. for side yard setbacks of eight feet on the east and 7.9 feet on the west, and 7.9 feet for the 3 rd story stairway addition, a variance for a roof over the walkway to permit a 4.9 feet setback, lot cover of 27.3 percent which is a slight reduction in the existing nonconforming lot coverage from 28.4 percent to 27.3 percent to allow the construction of a single-family home on a property zoned Single Family Residential District (RSF) – Planning Case 2023-15. On July 18th, the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Board of Appeals and Adjustments makes the following: FINDINGS OF FACT 1. The property is currently zoned Single Family Residential District (RSF). 2. The property is guided in the Chanhassen Comprehensive Plan for Residential Low Density. The legal description of the property is: Lot 26, Red Cedar Point Lake Minnewashta, Carver County, Minnesota. 3. Variance Findings – Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the Comprehensive Plan. Finding:Granting the requested the variance for side yard setbacks (eight feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent to allow the construction of a single-family home on a property guided for this use by the Comprehensive Plan. The proposed front yard setback will still allow for an adequate front yard and a driveway capable of providing off-street parking. b.When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties" as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. 33 2 Finding:The proposed home’s depth is not excessive, reduces some of the exiting nonconformities on the site, and is a reasonable use of the property. It would not be possible to construct typical home on this site without a setback or hardcover variance. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The variance request is not solely based upon economic considerations. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding:The plight of the landowner is due to the fact that the property is less than 44 percent of the minimum lot area required of new lots. With 40 feet of lot width, there is an unusually narrow buildable area. This situation was not created by the landowner as the lot was created prior to the adoption of the city’s zoning code. e. The variance, if granted, will not alter the essential character of the locality. Finding: This is one of the city’s oldest neighborhoods and it has seen a substantial amount of turnover in housing stock leading to a blend of architectural styles. Nearly half of the properties within 500 feet have received front yard setback variances and numerous other properties in the area have non-conforming front yard setbacks. Given the commonness of reduced side yard setbacks in the neighborhood, staff does not believe that the request variance would represent a departure from the neighborhood’s current norms nor would it be expected to negatively impact the surrounding properties. f. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: This does not apply to this request. 4.The planning report #2023-15, dated July 18, 2023, prepared by Robert Generous et al, is incorporated herein. DECISION The Planning Commission approves the requested for side yard setbacks (eight feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent for the construction of a home), subject to the following conditions: 1. The proposed building setbacks shall comply with the plan prepared by Everson Architects dated 06/16/2023. 2. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 34 3 3. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 4. A building permit must be obtained before beginning any construction. 5. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 6. Any portion of the retaining wall on private property is to be owned and maintained by the property owner. 7. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 8. A permanent 10-foot native vegetated buffer adjacent to the lake with permanent buffer signs must be installed along the shoreline using species native to the ecotype. Buffer strip averaging may be used to achieve the total buffer area required. Alternative designs including the use of Best Management Practices (BMPs) such as rain gardens would also be considered for approval. The buffer or BMP design may be configured around the path and stairs. Design plans must be approved by the Water Resources Engineer. 9. A buffer and/or BMP agreement describing the precise location and extent of the buffer strip or BMP, as well as the restrictions and maintenance for activities within the buffer strip and/or BMP, shall be signed by the property owner and the city and shall be recorded against the property at the county recorder's office. The property owner shall be responsible for all costs and fees associated with the buffer strip dedication. 10. The installation of any improvements on the Site shall meet all applicable jurisdictional requirements, including but not limited to the Minnesota Department of Natural Resources and the Minnehaha Creek Watershed District, and all applicable permits shall be obtained prior to any site improvements. ADOPTED by the Chanhassen Planning Commission this 18th day of July, 2023. CITY OF CHANHASSEN BY: Its: g:\plan\2023 planning cases\23-15 3732 hickory rd\findings of facts 3732 hickory rd.docx 35 1 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE AND DECISION VARIANCE 2023-15 1.Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves the requested variance for side yard setbacks eight feet east, 7.9 feet west, and 4.9 feet for the walkway canopy, lot cover of 27.3 percent to allow the construction of a single-family home, subject to the conditions of approval. 2.Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lot 26, Red Cedar Point Lake Minnewashta, Carver County, Minnesota. Property address 3732 Hickory Road. PID 256600161. 3.Conditions.The variance approval is subject to the following conditions: 1. The proposed building setbacks shall comply with the plan prepared by Everson Architects dated 06/16/2023. 2. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 3. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 4. A building permit must be obtained before beginning any construction. 5. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 6. Any portion of the retaining wall on private property is to be owned and maintained by the property owner. 7. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 8. A permanent 10-foot native vegetated buffer adjacent to the lake with permanent buffer signs must be installed along the shoreline using species native to the ecotype. Buffer strip averaging may be used to achieve the total buffer area required. Alternative designs including the use of Best Management Practices (BMPs) such as rain gardens would also 36 2 be considered for approval. The buffer or BMP design may be configured around the path and stairs. Design plans must be approved by the Water Resources Engineer. 9. A buffer and/or BMP agreement describing the precise location and extent of the buffer strip or BMP, as well as the restrictions and maintenance for activities within the buffer strip and/or BMP, shall be signed by the property owner and the city and shall be recorded against the property at the county recorder's office. The property owner shall be responsible for all costs and fees associated with the buffer strip dedication. 10. The installation of any improvements on the Site shall meet all applicable jurisdictional requirements, including but not limited to the Minnesota Department of Natural Resources and the Minnehaha Creek Watershed District, and all applicable permits shall be obtained prior to any site improvements. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Approved by Planning Commission: July 18, 2023 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 , 2023 by Elise Ryan, Mayor, and Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 37 -15 Section 1: Application Type (check allthat a ) Submittal Date:PC Date: (Refer to the appropiate Application Checklistfor rcquired I Comprehensive Plan Amendment................ .. .... $600 E Conditional Use Permit (CUP) D Single-Family Residence........... .. $325 [ rut others........ . . ....... $500 E lnterim Use Permit (lUP) n tn conjunction with Single-Family Residence.. $325 E rutothers........ ... .....$500 U lt,,t lsl +lwltz CC Date:60-Day Review Date:zlslt< submiftal information that must arcompany this application) E Suooivision (SUB) trtr nnntr Create 3 lots or less Create over 3 lots... $250 [ .......$500 Administrative............... ..... .......... $100 Commercial/lndustrial Districts* ... $500 $1000 + $15 per $300 $200 $150 $27s $200 $500 $200 $3 per address(sz addresses) $ Per document Site Plan Agreement - $85 Vacation - $85 Deeds - $100 TOTALPEg;561 (_ lots) Metes & Bounds (2lots) .... . ........$300 Consolidate Lots............ .. .... . . ...$150 Administrative Subd. (Line Adjustment) .......... $1 50 Final Plat + $15 per lot............... $700.*(lncludes $450 escrow for attorney costs) -Additional escrow may be required for other applications through the development contract.E Rezoning (REZ) I Planned Unit Development (PUD). n MinorAmendment to existing PUD fl Allothers........ [1 Sign Plan Review n Site Plan Review (SPR) E Vacation of Easements/Right-of-way (VAC)... (Additional recording fees may apply) E] Variance (VAR) n Wettand Alteration Permit (WAP) trtr Single-Family Residence. AllOthers... $750 $100 $500 $150 Plus$l0perl,000squarefeetofbuildingarea: [] nppearofAdministrativeDecision...................(_ thousand square feet) *lnclude number of 945(i4g employees: -I Residential Districts ... $500 Plus $5 per dwelling unit (- units) NO[f: When mulfrpte apptications are processed concurrenily, the appropriate f* shall be charged for each applicalion. E ruotification Sign (city to install and remove) E Property Owners' List within 500' lcity to generate after pre-application meeting) n Escrow for Recording Documents (check allthat apply)......... I Conditional Use Permit - $50 Ll lnterim Use Permit $50 I Wetland Alteration Permit - $50 n Easements (- easements) $85 B Variance - $50 flMetes & Bounds Sub (2 deeds) COTTiMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227 -11 00 / Fax: (952) 227 -1110 *crTIoICnrttrusxil APPLICATION FOR DEVELOPMENT REVIEW Section 2: Required lnformation Description of Proposal Property Address or Location:3732 Hickory Road, Chanhassen, MN 55331 Parcel s. 256600161 2 Legal Description:Lot 26, Block 1, Red Cedar Point, Lake Minnetonka, Carver County, Minnesota TotalAcreage: Present Zoning Wetlands Present?n Yes E tto Requested Zoning:RSF RSF Present Land Use Designation Residential Low Density Requested Land Use Designation:Residential Low Density Existing Use of Property:Single-family home ntr E Check box if separate narrative is attached. 38 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERW OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to ob.iect at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for mnsulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certiry that the information and exhibits submitted are true and conect. Name Everson Architect LLC 6o,1gs"1. Tommy Everson Address: 5301 Glenbrae Circle Phone: Edina, MN 55436 6s1. 952-210-9845 gr";g. tommy@everarch.com Date: 2023.06.15 09:25:03 {5'00' Fax: Date o6t1612023 PROPERTY OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to obiect at the hearings or during the appeal periods. lwill keep myself informed of the deadlines ficr submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I cediry that the information and exhibits submitted are true and correct. Contact: Phone:Address City/State/Zip Email: Cell: Fax: Cell: Fax: Signature PROJECT ENGINEER (if applicable) Name Contact: Phone:Address City/State/Zip: Email: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. Section 4: Notification lnformation Who should receive copies of staff reports? E Property Owner Email- *Other Contact lnfomation: p"r.. Tommy Everson El ApplicantE Engineern otner Email tommy@eveErch.com AddreSS: s3ol Glenb€e circl€ Email Email City/State/Zip Edina MN 55436 Email lommy@eve€rch.com INSTRUCTIONS TO AP PLICANT : Complete all necessary form fields, then select SAVE FoRM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city fior processing. City/State/Zip: Signature: Name: noro _ 39 ea EVERSON ARCHITECT Variance Application Address:3732 Hickory Road, Chanhassen, MN 55331 Date: 06-16-23 Written Description of the Variance Request The applicant is requesting several variances for the property in conjunction with the construction of a new single-family house. Variance l is to allow the footprint of the proposed house to encroach into the east and west side setbacks, which would be a continuation of an existing non-conformity. The existing house encroaches into the east side setback by 3.0 ft, and the west side setback by 2.2|t. The proposed house footprint would slightly reduce (1 2 sq ft) the extents of the non- conforming existing house footprint on its south end, and meet current setback standards on its north end where it extends beyond the existing footprint. This variance applies only to the first two stories of the proposed house, as the existing house is a two-story structure. The third story of the proposed house is set back on the east and west sides in order to meet current code standards, except for at the staircase on the west side (see Variance 3). Variance 2 is to exceed the maximum allowable impervious coverage for the lot, which would be a continuation of an existing non-conformity. The existing impervious surfaces total 2,505 sq ft (28.4%). The proposed impervious surfaces would total 2,408 sq{t (27.3"/.), which would be a 103 sq ft reduction from the existing, but would still be over the maximum allowable oI 2,203 sq ft (25%). Variance 3 is to allowfor part ofthe third level ofthe proposed house (79 sq ft) to encroach 2.1 ft into the west side setback in orderto provide space for a staircase. The staircase stacks on all three tevels of the house, but the first two levels of it would fall within the existing house footprint, and thus would be a continuation of the existing non-conformity referenced in Variance 1. Variance 4 is to allow for a roof canopy over the main (west side) entry of the proposed house to encroach 5.1 ft into the west side setback (2.5 ft is allowable per code), which would be a continuation of an existing non-conformity. The existing house has a roof canopy over its main (east side) entry that is similar in Projection depth to the proposed one, albeit on the opposite side of the house. Variance 5 is to allow for the location of the non-conforming portion of the proposed house to shift 9 ft to the south and rotate 1.3 degrees relative to the existing house's location. This would move the proposed house away from the lake and place its street-facing facade more in-line with the neighboring houses on either side. The north fagade of the proposed house would actually be further from the lake than the existing deck. lt would also align the footprint of the proposed house with the east property line, helping distribute the non- conforming side setback encroachments more evenly and reducing the largest encroachment from 3 ft down to 2.1 ft. 40 Written Justification of How Request Complies with the Findings for Granting a Variance (Pursuant to Section 20-58) as Follows (a) Variances should only be permitted when they are in harmony with the general purposes and intent of this Chapter and when variances are consistent with the comprehensive plan. The variances requested would allow for the construction of a modestly-sized new single-family house on the property. The zoning district (RSF) and land use designations (Residential Low Density) for the property would not be affected by them. They would thus be in harmony with the purposes and intent of this Chapter and consistent with the comprehensive plan. (b) When there are practical difficulties in complying with the zoning ordinance. "Practical difticulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. There are several unique conditions inherent to the property that create practical difficulties. The propefty's width, size, proximity to a large body of water, and lack of on-street parking are all significant hindrances. The width of the property is well below current code standards for new construction in the zoning district. At its front setback the lot frontage is only 40 ft wide. According to current standards for the RSF district, the minimum lot frontage for new home construction is 90 ft at the front setback. This creates a substantial difficulty, given that side setback requirements are 10 ft, leaving only 20 ft of width remaining for buildable area. That is extremely tight for single-family home construction given the demands of today's households. The additional width that would be afforded by Variance 1 and Variance 3 respectively would make the house's layout much more functional and comfortable. They would create much needed space for a staircase, make the garage usable for two standard-size vehicles, and benefit pretty much every room in the house. Significant compromises would need to be made without them, that may make the site unfeasible for a single-family home. Variance 4 would address the need for protection from the elements at the main entry to the house. This is also a result of the narrow width of the property, since the main entry has to be located on the side of the house rather than the front due to the garage configuration. There is no other viable location for a garage on the site. ln addition to being very narrow, the property is also relatively small. According to current standards for the RSF district, the minimum lot area for new homes is 15,000 sq ft. Given the narrow width of this lot, the area ends up being only 8,81 2 sq ft. That does not allow for much hardcover, which significantly reduces the potential footprint {or a house. A large portion ofthat hardcover has to be allocated to the driveway and entry walkway, further limiting the footprint of the house. Variance 2 would alleviate these issues by providing requisite space for the house as well as parking and 41 circulation. Variance 5 would help reduce and reallocate hardcover to make the driveway more functional. The property's proximity to a large body of water, Lake Minnewashta, presents some practical challenges for construction. Being a lakeshore lot, the water table tends to be much higher than normal, so it is not advisable to build below grade due to an increased probability of water infiltration. That rules out the possibility of a basement. Combine that with the narrow width and limited available hardcover on the lot, and building up becomes the only viable way to increase square footage. Even with three stories, the proposed house only has about 3,000 finished sq ft. lt should also be noted that the maximum allowable height for a structure in the RSF district is 35 ft, but the proposed house is only 32 ft tall. Variance 1 and Variance 3 help make a three-story layout possible, since they provide the necessary width for a staircase without compromising the interior layout of the house. There is no designated on-street parking near the property. The width ofthe adjacent public street is only 1 7 ft, which barely allows for two-way traffic, let alone space for parking. Due to the narrow width of the property, only a two-stall wide garage is possible. lf the landowners ever have more than two vehicles, then the additional ones would have to be parked in the driveway or stored off-site. Guests/visitors would also have to park in the driveway. This means the driveway has to be at least the width of the garage door throughout, so that cars can get by each other, and to be able to maximize potential parking spaces. However, given the dearth of allowable hardcover on the lot, the driveway ends up taking a disproportionately large amount of hardcover relative to the house. The main entry being located on the side of the house also contributes to this disparity, given the length of walkway required to get there. Without the additional hardcover afforded by Variance 2 and driveway configuration afforded by Variance 5, off-street parking would be very limited on-site. (c) That the purpose of the variation is not based upon economic considerations alone. None of the variance requests are based upon economic considerations whatsoever. To the contrary, all of the variances would most likely increase the building costs if granted. The landowner purchased the property in 2019, and had no involvement with its creation or subsequent development. The existing non-conforming single-family home on the property was constructed in 1985 by previous landowners. (e) The variance, if granted, will not alter the essential character of the locality. lf the variances are granted, the property will continue to function as a single-family residence, like it has since 1985. The new house on the property will be an aesthetic improvement over the existing one, and a visual asset to both the surrounding (d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. 42 neighborhood as well as the recreational lake that it abuts. Also, the demand for on- street parking will not be increased, with the proposed configuration for the new driveway. (f) Variances shall be granted for earth sheltered construction as defined in Minnesota Statues Section 216C.06, subdivision 14, when in harmony with this Chapter. N/A. 43 44 45 46 47 48 49 50 51 52 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. coLrNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home located at3732 Hickory Road and zoned Single Family Residential. Property Owner: Holly Brink & Lyman Brink Jr. Applicant: Everson Architect LLC 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 of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim City Subscribed and sworn to before me this lt davof 3^b^_,2023 JENNIFER ANN POTTER Notary Public-Minnesota f Public My Commlo.lon ExPlm Jqn 31, 2027 53 Date & Time: Tuesday, July 18, 2023, at start until later in the evenir :6:00 p.m. This hearing may not ng, depending on the order of the Location City Hall Council Chambers, 7700 Market Btvd Proposa!: Consid er a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home located a|3732 Hickory Road and zoned Single Family Residential Applicant:Everson Architect LLC Owner:Holly Brink & Lyman Brink Jr Property Location: 3732 Hickory Road A location is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public.4. Public hearing is closed and the Planning Commission discusses the Questions & Comments: T'o view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenm n.qov/proposeddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.oov or by phone a|952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the planning Commission. The staff report for this item will be available onl ne on the city S Agendas &Minutes web page the Th to the Pla nn Com mrsston Sign up to receive email updates about this or other projects. Go to https : //www. ch a n h a s se n m n. q ov/i-wa ntto/s u bscri be City Reviow Procodure: ' Subdivisions, Plannsd Unit Dsvelopments, Site Plan Reviews, Conditional and lnterim Uses, Wefland Allerations, Rezonings,Comprehensive Plan Amendments, Varian@s, Appeals, and Code Amendments roquire a public hearing before ihe planning Commission. city ordinanes require all property within 5oo feet of the suulect site ti ue n&fied or tne aipptietion in writing. Anyinterested party is invited to attend the meating. ' Staff prepares a reporl on the subject application that includes all pertinent information and a recommendation. Th6se reports areavailable by requsst. At the Planning commission meeting, staff will give a varbal overuiew of the roport and a recommendation.Th€.item will be oponed for the public to speak about the prcposal as; part of the hearing proess. itre commission will close th€public hearing and discuss the item and maka a re@mmendation to the City Council. Th; bity Council may reverse, affim ormodify wholly or partly the Planning commission's r6commendation. Rezo;ings, land use and mde amend'ments taie a simplemajority vote of the City Council except rozonings and land use amendments from residsntial to commercial/industrial. ' Minnesota Stata Statute 519.99 rsquires 8ll appli€tions to be pro@ssed within 60 days unless the appli€nt waives this standard.Soma applietions due to their complexity may taks several months to @mplete. Any person wishing io follow an item through theprocass should check with tho Planning Department regarding its status and scheduling for the City douncil meting. ' A naighborhood spokesperson/rspressntalive is enrcurag€d to provide a conlac{ for the city. Often developers are encouraged tomest with the neighborh@d regarding their prcposal. Staff is also available to raview the pro.iect with any interested person(-s). ' Be€use the Planning Commission.holds the public hearing, tho City Council does not. Minuies are takan and any@responden@ regardhg the appli€tioNill be included in the report to the City Council. lf you wish to have something to beincluded in th€ report, pleass contact the planning Staff person nam€d on the notifi@tion. Notice of Public Hearing Chanhassen Planni Commission Meetin Notice of Public Hearing Chanhassen Planni Commission Tuesday, July 18,2023, at 6:00 p.m. This hearing may not start until later in the eveni on the order of the HallCouncilCham 7700 Market Blvd Consider a request for a side yard setback, lot cover, and other variances to allow the construction of a single-family home located at3732 Hickory Road and zoned Single Family Residential Everson Architect LLC Holly Brink & Lyman Brink Jr 3732 Hickory Road A location is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 5. Staff will give an overview of the proposed project. 6. The applicant will present plans for the project. 7. Comments are received from the public.1. Public hearing is closed and the Planning Commission discusses the prolect. To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenmn.qov/oroposeddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by emailat bqenerous@chanhassenmn.oov or by phone aL952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission Sign up to receive email updates about this or other projects. Go to h ttps : //wrryw. c h a n h a s s e n m n. q ov/i -wa n t-to/s u bs c ri be City Reviow Procsdure:. Subdivisions, Planned Unit Developmonts, Site Plan Revisws, Conditional and lnterim Uses, Wefland Alterations, Razonings, Comprehensive Plan Amendments, Varian@s, Appeals, and Code Amendments require a public hoaring before the planning Commission. City ordinanes require all property within 5Oo feet of the subject site to be notifaed of the +pli€lion in writing. Any interested party is invit€d to attend the me6ting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a re@mmendation. The item will be opened for the public to speak about the proposal as a part of the h€aring pro€ss. The Commission will close the public hearing and discuss the item and make a remmmendation to the City Council. The City Council may reverse, affirm or modify wholly orpartly tha Planning Commission's roommendation. Rozonings, land use and @de amendments takl a simple majority vote 6t ttre Citycouncil except rezonings and land use amendments from residontial to commercial/industrial.. Minnesota State Statute 519.99 requires all appli€tions to be pro€ssed within 60 days unless the appli€nt waives this standard. Some applications due to their omplexily may take saveral months to complete. Any person wishing io follw an item through th€process should check with the Planning Department regarding its status and scheduling for the City Council meting.. A neighborhood spokesperson/ropresentative is encouraged to provide a contact for th6 city. Often developers are en@uragad to meet with the neighborhood regarding their proposal. Staff is also available to reviaw the prolect with any intorested person(s).. Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any orespondene ragarding the appliGtion will be included in the report to the City Council. lf you wish to have something to be inciudad in the report,please contact the Planning Staff person named on the notifi€tion. Date & Time: Location Proposa!: Applicant: Owner: Property Location: What Happens at the Meeting: Questions & Gomments: 54 MARIA E WHITE 3720 RED CEDAR POINT RD EXCELSIOR, MN 55331- MARIANNE IANDING TRUST 3715 S CEDAR DR EXCELSIOR, MN 55331- MARY JO ANDING BANGASSER REVOCABLE TRUST MICHAEL AND CYNTHIA WENNER 3633 S CEDAR DR EXCELSIOR, MN 55331- 31s43 CO RD 276 GRAND RAPIDS, MN 55744- MICHAEL L CORRIGAN 3711 SOUTH CEDAR DR EXCELSTOR, MN 55331-9688 MICHELLE L DONOVAN NATHAN THOMAS NOLAND 14301 MARTIN DR APT 421 EDEN PRAIRIE, MN 55344-3016 3739 HICKORY RD EXCELSIOR, MN 55331- PAMELA J REIMER PETER J & KARRT J PLUCINAK 3617 RED CEDAR POINT RD EXCELSIOR, MN 55331- 3631 SOUTH CEDAR DR EXCELSTOR, MN 55331-9686 PETER SANDERS RICHARD B & MARIANNE F ANDING 2989 CANYON RD CHASKA, MN 55318- 3715 SOUTH CEDAR DR EXCELSTOR, MN 55331-9688 ROGER L & DOROTHY P DOWNING 72OO JUNIPER 3622 RED CEDAR POINT RD EXCELSTOR, MN 55331.- STEVEN KEUSEMAN AND MARSHA KEUSEMAN REVO TABB&KAYMERICKSON THE TRUST AGREEMENT OF SCOT A LACEK THOMAS P O'BRIEN TIMOTHY HENRY TIMOTHY J NELSON EXCELSIOR, MN 55331- 3720 SOUTH CEDAR DR EXCELSTOR, MN 55331-9687 3630 HICKORY LN EXCELSIOR, MN 55331- 449 SUMMERFIELD DR CHANHASSEN, MN 55317- ONE ROEBLING WAY STE 801 COVINGTON, KY 41011- 3012 BAY DR BRADENTON , FL34207- 55 Subject Parcel Hiclory Road Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. ihis map iS a mmpilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota St,tutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the city shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the city from any and all claims brought bt User, its employees or agents, or third parties which arise out of the users access or use of data Provided. (Tax_nameD <Tax_add_!1 > <<Tax_add_12> <Next Record><Tax_nameD <Tax_add_!l> <Tax_add_!2> Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation system (Gls) Data used to prepare this map are error free, and the city does not represent that the Gls Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or dlrection or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought bt User, its employees or agents, or third parties which arise out of the useis access or use of data provided. Subject Parcel Hklory Road E l a tI* a ': l: ,t .r3. n I, U 't r a-_ ;. ,l a aal'r!*hl l. 56 Planning Commission Item July 18, 2023 Item Consider a request for Preliminary Plat, Site Plan, and Easement Vacation for 53 Rowhomes located at the SW Corner of Powers and Lyman Boulevards. File No.23-10 Item No: B.3 Agenda Section PUBLIC HEARINGS Prepared By Eric Maass, Planning Director Applicant Level 7 Development, LLC Present Zoning Planned Unit Development Regional Commercial District (PUDRC) Land Use Mixed Use Acerage 6.77 Density 7.83 units/acre Applicable Regulations Chapter 18 Subdivisions Avienda Planned Unit Development (PUD) Ordinance 696 Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII Division 1 Section 509 SUGGESTED ACTION "The Chanhassen Planning Commission recommends approval of the proposed preliminary plat, site plan, and easement vacation for 53 Rowhomes located at the SW Corner of Powers and Lyman Boulevards." SUMMARY The Avienda Planned Unit Development (PUD) was most recently updated in September of 2022. The master 57 planned development has received previous approvals for detached townhomes. The proposed rowhomes would be the second residential product to be constructed within the Avienda development. BACKGROUND DISCUSSION The applicant is requesting preliminary plat, site plan, and vacation of existing easements in support of construction 53 rowhomes which would be in 4-unit and 3-unit buildings. RECOMMENDATION Staff recommends approval of the proposed preliminary plat, site plan, and easement vacation subject to the findings of fact. ATTACHMENTS Staff Report - Planning - Avienda Rowhomes PrePlat and SitePlan Staff Report - Engineering and Water Resources - Avienda Rowhomes Prelim Plat, Site Plan Staff Report - Carver County Public Works Findings of Fact Land Use Application Avienda Rowhomes Application Narrative Avienda Rowhome Civil and Landscape Plans Traffic Impact Analysis Proposed Building Elevations and Renderings Affidavit of Mailing for public hearing 58 Page 1 of 6 Application: Avienda Rowhomes, Preliminary Plat, Site Plan, and Easement Vacation (2023-10) Planning Commission Review Date: July 18, 2023 City Council Review Date: July 24, 2023 Staff Report Date: July 12, 2023 SUMMARY OF REQUEST: The applicant is requesting preliminary plat, site plan, and vacation of an existing easement in support of a proposed 53-unit rowhome development project within the Avienda Planned Unit Development (PUD). LOCATION: South of Lyman Boulevard and West of Powers Boulevard OWNER: Level 7 Development, LLC, 4600 Kings Point Road Minnetrista, MN 55331 CURRENT ZONING: “PUDRC” – Planned Unit Development Regional Commercial 2040 LAND USE PLAN: RC Commercial and Office ACREAGE: 6.77 acres DENSITY: 7.83 units/acre PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the Preliminary Plat, Site Plan, and Easement Vacation for the construction of 53 rowhomes subject to the conditions of approval and the attached Findings of Facts and Decision.” 59 Page 2 of 6 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 18 Subdivisions Avienda Planned Unit Development (PUD) Ordinance 696 Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII Division 1 Section 509 BACKGROUND The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021 and given final plat for 6 out lots and right of way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. The PUD was amended again in 2022. The first phase of the project to be developed under the 2022 revision of the PUD was the townhomes along the western border of the development. The rowhome development (orange) is the next component proposed to be built. 60 Page 3 of 6 ZONING OVERVIEW Zoning Designation The property is zoned Planned Unit Development Regional Commercial Avienda (PUDRC). The current PUD ordinance was adopted on September 12, 2022. The proposed rowhomes are listed as planned for development within District 2 “The Village” in the approved PUD. Information pertaining to the PUD standards can be found here: Avienda Development PUD. Environmental Protection Districts • Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. • Bluff Protection - The proposed project is located outside of the required bluff setback. • Floodplain Overlay - The proposed project is located outside of the floodplain. • Shoreland Management - The property is outside of the Shoreland Protection District. • Wetland Protection - There are no wetlands on the site. SUBDIVISION REVIEW The Applicant is requesting that the existing Outlot D be subdivided into 53 rowhome lots as well as Outlot A and Outlot B. Outlot A would be 6.77 acres in size and would consist of all the common areas and private roads providing access to the rowhomes. Outlot B is reserved for future development and is shown as 36.60 acres in size. And lastly, the 53 lots that would contain the proposed rowhomes. Upon review of the proposed subdivision, staff is supportive based on the proposal adhering to the city’s subdivision ordinance as outlined in the attached findings of fact. Easements With the proposed development an existing public drainage and utility easements that was provided to the city with a previous final plat must be vacated concurrently with the recording of the final plat and newly platted drainage and utility easements in accordance with Sec. 18-76 of City Ordinance. SITE PLAN REVIEW The developer is requesting site plan approval for the proposed 53 unit rowhome development. The Avienda PUD ordinance outlines specific performance standards related to building height and setbacks for development that occur within the geographic boundary of the PUD. A summary of the applicable setbacks and design standards is provided below: 61 Page 4 of 6 Design Standards/Metrics Standards Required (ft) Proposed (ft) Setback from PUD Boundary 30 ft Min 350+ ft Front Yard Setback 5 ft Min 5 ft Rear Yard Setback 5 ft Min 5 ft Side Yard Setback 0 ft Min 0-5 ft Parking Setback (Front/Side/Rear Yards) 10 ft 10 ft Building Height Maximum Building Height 35 ft 34’ 6 ¾” Lot Coverage Maximum Lot Coverage 70% 63.4% Parking The site plan shows twenty guest parking spots spread across three areas, two of which are on the north side of the proposed development and the other on the sound end. The rowhomes are each designed with an attached two-car garage as well as a driveway with adequate depth to allow for an additional two spots of off-street parking. City code requires that each rowhome have two parking spots of which at least one is enclosed within a garage. Additionally, city code requires that one visitor parking stall be supplied for every four dwellings. As a result, the 53 rowhomes require 13 guest parking stalls, and the developer is proposing 20. Required Architectural Standards The PUD states that unless otherwise provided in the PUD ordinance design standards within district 2 of the development shall follow city code chapter 20, Article VIII Division 1 (20-509) standards and guidelines for regional/lifestyle center commercial planned unit developments. Sec 20-509(i) states as follows: Architectural standards. The applicant should demonstrate that the PUD will provide for a high level of architectural design and building materials. While this requirement is not intended to minimize design flexibility, a set of architectural standards should be prepared for City approval. The primary purpose of this section is to assure the city that high-quality design will be employed and that home construction can take place without variances or impact to adjoining lots. The Avienda Design Guidelines dated August 2022. Proposed Architectural Features Material and Color The primary building material is textured beige-colored concrete panels, which is located on all sides of the building. Additionally, dark brown panels of textured concrete and dark brown brick are proposed to comprise a majority of the structure. Two panels of faux green walls as well as 62 Page 5 of 6 a bronze metal canopy are proposed by both building entrances for additional architectural interest. The roofline is proposed to have varying parapets to break up the roofline. Architectural Interest The front of the buildings has a large amount of architectural interest and variation in materiality. The sides and rear of the buildings are currently shown as a singular material without additional detailing. Staff did note the roof overhang over the garage doors to provide some interest on the rear of the building to break up the face of the wall however the lack in changes in materiality in the submission does not provide equal treatment to all sides and provide for a higher level of architecture as is expected through a planned unit development. Staff recommends that additional architectural detailing be added to the sides and rear of the proposed 3-plex and 4-plex rowhome units. This could be achieved by continuing the brick material shown on the front of the units along the first floor of the units and then up the face of the building in strategic locations that provide architectural interest. Roof Design The renderings submitted show a mixture of flat and gabled rooflines. The architectural drawings show flat roof lines but a peaked roof running along the entirety of the building. The applicant should clarify how the roof design will actually look if constructed and submit updated drawings to the city. Updated architectural drawings/renderings are necessary to clarify what the actual rooflines are proposed to be with this rowhome development. Rooflines shall contribute to architectural interest of the project and should avoid long, flat, unadorned roof lines. Site Furnishing The developer is providing a patio area for each of the rowhomes that will provide an opportunity for outdoor, ground-level seating and amenities. Lighting Submitted plans show that the Applicant is proposing lighting along the north and westernmost private roadways but no street lighting within the internal private road that provides access to a majority of the rowhomes. Plans show that the developer is proposing Xcel Energy lighting option number four which is their “contemporary” light which is a die-cast aluminum housing and spun aluminum hood for long-life performance. Lights would be mounted on an 18-foot pole. The proposed fixture cuts off lighting at no less than 90 degrees as is required. Signage Plans show monument and wayfinding signage. Signage will be permitted separately and in accordance with the PUD standards which outline signage requirements within the Avienda PUD. 63 Page 6 of 6 Required Planning Department Comments/Corrections to Plan Set: 1. Staff recommends that additional architectural detailing be added to the sides and rear of the proposed 3-plex and 4-plex rowhome units. This could be achieved by continuing the brick material shown on the front of the units along the first floor of the units and then up the face of the building in strategic locations that provide architectural interest. 2. Updated architectural drawings/renderings are necessary to clarify what the actual rooflines are proposed to be with this rowhome development. Rooflines shall contribute to architectural interest of the project and should avoid long, flat, unadorned roof lines. Fire Department Notes: 1. All rowhomes will require fire sprinkler systems – 13D or 13R depending on construction type. 2. Road widths under 26 feet require no parking signs on both sides of street. 3. Road widths under 32 feet (26 – 32) require no parking signs on one side of street. 4. Hydrant locations look to be ok so far, may need to look at adding additional depending on if design stays the same or not. Building Department Notes: 1. The buildings are required to have automatic fire extinguishing systems. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. A building permit must be obtained before beginning any construction. 4. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 6. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 7. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 64 Memorandum To: Eric Maass, Planning Director From: Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Manuel Jordan, Environmental Resource Specialist Charlie Burke, Public Works Operations Manager Date: 7/6/2023 Re: Avienda Rowhomes Preliminary Plat, Site Plan, and Vacation Review – Planning Case No. 2023-10 EASEMENTS The developer is proposing to subdivide Outlot B of the Avienda plat into 53 lots and two outlots (Outlots A and B). The lots are configured to accommodate the build-out of 53 rowhomes (Avienda Rowhomes) with all public and private utilities and other site improvements located within Outlot A. Outlot B will contain the temporary stormwater BMPs as required by the Riley Purgatory Bluff Creek Watershed District and the city and will be further subdivided in the future as the development continues to build-out in accordance with the Avienda Planned Unit Development (PUD). Both outlots are proposed to be encumbered by public drainage and utility easements (DUE). It appears that Outlot A and the associated DUEs are configured to meet City Ordinance, e.g. there is a 10-foot wide easement corridor abutting all public right-of-way (Sec. 18-76(b)), there is a 40-foot wide easement over the private streets (Sec. 18-57(p)(8)), all public utilities are encumbered by adequate DUE (Sec. 18-77), etc. There are multiple private improvements within Outlot A which subsequently encroach into the public DUE. In accordance with Sec. 20-923 (Improvements and Encroachments in Public Easements) most of these improvements do not require an Encroachment Agreement, however the seat walls and monument sign abutting Avienda Parkway right-of-way will as they are located within the required 10-foot wide DUE corridor. These private improvements have the 65 potential to be impacted during street and/or utility maintenance in the future and therefore will require the developer to enter into an Encroachment Agreement prior to building permits being issued. Similar to the previously approved Avienda development phases the City will own and maintain stormwater infrastructure located within the right-of-way. All stormwater infrastructure located outside of the right-of-way shall be private. Lastly, any previously recorded easements within the proposed subdivision must be vacated prior to or concurrently with the final plat. EXISTING CONDITIONS The proposed Avienda Rowhomes subdivision is within the Avienda PUD. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right-of-ways. Avienda Rowhomes is a replat of Outlot D from the initial Avienda final plat. The majority of the Avienda site has been mass graded in accordance with the grading permit issued June 4, 2021, as well as a majority of the utility construction of public utilities being completed, which began in early November 2021, in order to serve the Avienda Rowhomes development as well as future subdivisions. The City is currently awaiting completed street plans at the intersection of Lyman Blvd & Sunset Trail in association with Avienda’s final plat as the developer is working with Carver County in meeting the requirements outlined in their May 9, 2018, May 21, 2020, December 23, 2021, and September 9, 2022 development/access review memos. These street plans must be completed and approved by the city and County prior to recording the Avienda Rowhomes final plat. Additionally, the developer must obtain the appropriate County access permits off Lyman Boulevard and Powers Boulevard prior to building permits being issued. GRADING & DRAINAGE A grading permit for the mass grading associated with the Avienda final plat was issued on June 4, 2021. The majority of the site is currently being graded to achieve the general elevations for public street and utility build-out along with ultimate build-out of the individual parcels. The grading plans associated with the Avienda grading permit are similar to the preliminary grading plans for the proposed subdivision. The preliminary grading plans for the proposed subdivision generally meet City Ordinances; driveway grades are greater than 0.5% and less than 10%; public streets are less than 7% and private streets are less than 10%; lots are graded to drain away from buildings; etc. However, no profiles (street or utility) were provided with the preliminary plan set in order to assess other key elements of the grading plan and will be required prior to approval of the final plat. Additionally, elements such as emergency overflow elevations and routes and lot benching details which are reviewed to ensure adequate drainage must be provided prior to final plat approval. Lastly, it appears some areas are proposed to be graded over 3:1 slopes. The applicant shall indicate all areas being proposed as steep slopes, or over 3:1, for review and approval prior to approval of final plat. 66 The existing Avienda Rowhomes area is the third phase of the overall Avienda development and is located primarily within the Lake Susan subwatershed within the development. The rowhomes area is currently undeveloped with drainage sheet flowing from northeast to southwest towards filtration basin 47P constructed with a previous phase. In the proposed condition drainage from the majority of the rowhome area is collected in storm sewer and routed to a proposed underground chamber prior to outletting to a proposed swale draining to a stormwater basin constructed with the previous phase. Storm sewer along the northern perimeter of the rowhome area will be realigned and reconstructed outside of the proposed building area to continue to direct drainage from the public roadways to Basin 28P. No drainage from the rowhome area is picked up in the realigned storm sewer on the northern boundary. All onsite storm sewer and BMPs within the Avienda Rowhome area will be privately owned and maintained. The proposed plans show several areas where the proposed private storm sewer is at depths and proximity to the proposed buildings which would create practical difficulties if the system would need to be maintained or replaced. For example, in one area a 6 inch HDPE pipe is located at a depth of approximately 10 feet and is located approximately 6 feet from the proposed building. Best case scenarios for clay soils would be a 1V:1H (Vertical: Horizontal) open trench excavation to access the pipe. Other methods to access or replace the pipe at these depths and proximity exist (e.g. trench boxes, directionally drilling, etc.) but are unnecessarily burdensome and expensive. Excavation close to building foundations adds additional risk to future property owners. As such it is recommended that the design is reconfigured to allow more practical maintenance by increasing the distance between the proposed buildings and adjacent stormwater infrastructure to allow for open trench excavation. There are portions of the public stormwater sewer system that would be difficult to maintain and reconstruct with the configuration in the proposed plans because of their proximity to private property. Additionally, some modification to the proposed design is needed to clarify the delineation between public and private stormwater infrastructure. As such, the applicant shall work with city staff to address plan comments and optimize the stormwater infrastructure design of the site. EROSION CONTROL The proposed development will impact one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the City for review. The SWPPP is a required submittal element 67 for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub- contractors are identified and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. STREETS The developer is proposing access to the development via the extension of two private streets had from Avienda Parkway to the north and Bluff Creek Boulevard to the south, as well as sidewalks and shared parking areas, as seen below: 68 Preliminary site plan illustrating the proposed street and sidewalk layout for Avienda Rowhomes The preliminary street plans appear feasible and can be constructed in accordance with City Ordinance. Upon submittal of final plat, the developer will be required to provide detailed street plans which shall include stationing, curb tables and alignments, centerline grades, and intersection details. It should be noted that the developer has labeled one of the private streets as an “alley”. In accordance with Sec. 18-58 alleys are prohibited except for fire lanes in 69 commercial and industrial developments or if approved as part of a PUD. The Avienda PUD was not approved with alleys as an accepted standard. That stated, the preliminary design provided generally meets all the requirements for a private street in accordance with Sec. 18- 59(p), and can be approved. All newly constructed streets and sidewalks will be privately owned and maintained. The developer must provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. The acceptance of the Avienda final plat on July 12, 2021, required that during the re-platting of outlots within the development that pedestrian improvements along public streets must address pedestrian safety between residential areas and the core business area. With the ultimate build- out of Avienda incorporating commercial and recreational amenities it is anticipated that residents from the surrounding neighborhoods will walk throughout the development. In accordance with the city’s Crosswalk Policy, the newly created intersection of Avienda Lane and Avienda Parkway warrants enhanced crosswalk treatments. The developer will be required to incorporate these improvements in accordance with the Crosswalk Policy on the final plans upon final plat submittal for review and approval. Lastly, any intersection of two private streets is strongly encouraged to provide ADA curb ramps, which would include the intersection of “Alley” and “Avienda Lane” on the north and south ends. These crossings are also encouraged to provide adequate striping to define the crosswalk. SANITARY SEWER AND WATERMAIN The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water needs of the subdivision. While the preliminary plans do not provide the size of the water main being proposed, the Avienda utility plans do indicate that the extension of 8” PVC C900 is planned for. Plans that illustrate the profile of the utilities along with their size and material are required for review and approval prior to final plat approval. The final construction plans must be approved prior to recording of the final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory 70 Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated May 5, 2023 was submitted by the applicant to the City. The overall Avienda development received approval from RPBCWD on July 12, 2022 under Permit 2018-016. The Avienda Rowhome area is proposing modifications to the overall stormwater management system from what was previously approved by RPBCWD, as such approval of the updated stormwater management system design from RPBCWD will be required. The applicant shall provide coordination documentation with the RPBCWD for the project changes with the final plat submittal. The site is within RPBCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious areas. Soil borings were submitted with the overall development review dated April 12, 2017 as well as the results from double ring infiltrometer testing dated August 16, 2017. Based on the soil borings showing clay soils present throughout the site and the double ring infiltrometer testing that show minimal exfiltration, the site was deemed a restricted site and volume abstraction requirements were dropped to 0.55 inches of volume abstraction from all new and fully reconstructed impervious areas. For the Avienda Rowhome area specifically, there is 173,190 square feet of regulated impervious area requiring 7,938 cubic feet of abstraction to meet the restricted site volume abstraction requirement. Stormwater capture and reuse is proposed to provide volume abstraction for the Rowhome area, however only 4,440 cubic feet of abstraction is currently proposed which does not meeting the RPBCWD previously approved standard. The applicant has noted that the site is limited by the available irrigation area present within the Rowhome area. Because the site is not meeting the previously approved RPBCWD volume abstraction requirement, modifications to the design will likely be required in order to provide the previously approved volume, or the applicant will need to get City and RPBCWD approval of the reduced volume abstraction volume. It is unclear if the deficiency in the abstracted volume is proposed to be met with future phases of the Avienda development within the Lake Susan subwatershed or if a net reduction in the overall development volume is proposed. Additional information on the water reuse system is needed to verify the design. The SWMP notes a cistern will be used to hold water for the water reuse system, however a cistern is not called out on the plans. Based on the modeling it appears the proposed underground chamber is intended to be the cistern mentioned in the SWMP but additional details on how the underground chamber will hold water for reuse when the outlet is set at the bottom of the chamber is needed. MIDS modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The site is currently shown to meet the required water quality requirements through use of the water reuse system and downstream stormwater ponds however confirmation on the cistern for the water reuse system are needed in order to confirm the system is properly modeled in MIDS. 71 The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and SWMP report to address remaining comments and confirm rate, volume and water quality requirements are met as part of the final site plan approval. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the City requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD modeling results all proposed buildings are meeting freeboard requirements with respect to the proposed BMPs. The proposed BMPs are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out including the underground infiltration chambers proposed in the construction plans. An O&M agreement for the entire Avienda Development was previously developed and approved, however any changes in the private BMP system will need to be incorporated into the agreement. The proposed BMPs are located outside of drainage and utility easement. Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. The SWMP fee on this project will be calculated based on the current fee schedule rates for the parcel areas. However, this SWMP fee could be adjusted down by 50% based on Code Sect. 18- 63 (stormwater design to NURP standards) which will be confirmed with the final plat submittal design calculations. Outlot areas will not be subject to stormwater fees. ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat, or can be postponed until building permit applications are received in which the entire hookup fee is due. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. FEES 72 An updated engineer’s estimate must be provided with the final plat submittal in order to calculate Administration Fees. Based on the proposal the following fees would be collected with the development contract if recorded in 2023: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) Surface water management fee: $16,500/acre c) A portion of the water hook-up charge: $2,652/unit, or, the full amount with the building permit: $8,841/unit d) A portion of the sanitary sewer hook-up charge: $715/unit or, the full amount with the building permit: $2,383/unit e) Park dedication fee: $5,800/dwelling f) GIS fees: $100 for the plat plus $30 per parcel g) Street light operating fee for one year: $500 per light RECOMMENDATION ENGINEERING: 1. The developer shall enter into Encroachment Agreements for private improvements (e.g., seat walls and monument signage) located within the 10-foot wide public drainage and utility corridor abutting Avienda Parkway right-of-way prior to issuance of building permits. 2. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 3. Final street plans for the intersection of Lyman Boulevard and Sunset Trail must be completed and approved by the city and County prior to recording the final plat. 4. The developer must obtain the appropriate County access permits off Lyman Boulevard and Powers Boulevard prior to building permits being issued. 5. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 24, 2023 prepared by Steve Sabraski, PE and Josh Popehn, PE with Landform, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 6. All newly constructed streets and sidewalks will be privately owned and maintained. The developer shall provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. 73 7. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required prior to final plat approval. 8. The developer shall incorporate warranted crosswalk enhancements at the intersection of Avienda Parkway and “Avienda Lane” per the city’s Crosswalk Policy with the final plans upon final plat submittal for review and approval. 9. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 10. The applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 11. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). WATER RESOURCES: 1. If the site design is not modified in order to provide the previously approved abstracted volume, approval of the reduction in abstracted volume from RPBCWD shall be obtained prior to submitting final construction plans. 2. The applicant shall provide a copy of conditional approval from the RPBCWD as part of the final plat submittal. 3. The applicant shall update the models (HydroCAD and MIDS) per City and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal and final construction plans. 4. The applicant shall work with staff to revise the design of the storm sewer pipes and structures which are adjacent to the proposed rowhomes prior to the final plat submittal. See construction plan comments for specifics. 5. The applicant shall provide additional details on the proposed water reuse and irrigation system including details on the design of the cistern and how it will hold water to be used for irrigation with the final plat submittal. 6. The applicant shall update the approved Operations and Maintenance Agreement with any changes in the proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 74 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY July 6th, 2023 City of Chanhassen c/o Eric Maass Community Development Director 952-227-1139 emaass@chanhassenmn.gov Re: Development/Access Review Comments: Avienda – Rowhomes Received 6-27-2023 Thank you for the opportunity to review the plans for the Avienda Rowhomes in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. Regarding Access & Traffic a. As of the date of this memo there has been no determination on intersection improvements at the intersection of County State Aid Highway (CSAH) 18 (Lyman Blvd.) and Sunset Trail. Depending on the decided improvement the site plan of the rowhomes may need to be reevaluated to accommodate improvements to the referenced intersection (i.e. a traffic signal or roundabout is determined to be needed at the intersection). b. Public Works is in receipt of the requested TIA for the Avienda Development and is currently in coordination with the developer’s traffic engineer for the finalization of the report and determination of intersection improvements. c. At the time of the issuance of this memo access permits have not been issued for the subject development’s connections to the county highways. Approval of the permits is dependent on the approval of the traffic studies and intersection improvement(s) being determined. 2. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: http://www.co.carver.mn.us/how-do-i/apply-for/a- permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 3. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at applicant expense, including costs incurred by the County. 75 These are the County’s comments at this time. If you have any questions or need further assistance, please do not hesitate to contact those noted below: Jack Johansen Transportation Planner Carver County Public Works 952.466.5283 jjohansen@co.carver.mn.us Whitney Schroeder Traffic Engineer Carver County Public Works 952-466-5208 wschroeder@co.carver.mn.us Darin Mielke PE Assistant Public Works Director Carver County Public Works 952.466.5222 dmielke@co.carver.mn.us 76 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Level 7 Development, LLC for Subdivision, Site Plan Review and Easement Vacation. On July 17, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application by Level 7 Development LLC for preliminary plat subdivision approval for 53 row home lots and two outs lots, as well as site plan review for the proposed rowhome development located generally south of Lyman Blvd and west of Powers Blvd. The Planning Commission conducted a public hearing on the proposed preliminary plat, site plan, and easement vacation which was preceded by published and mailed notices. 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 Planned Unit Development Regional Commercial Avienda, PUDRC. 2. The property is guided by the Land Use Plan for Office/Commercial Mixed Use 3. The legal description of the property is: Outlot D, Avienda 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Planned Unit Development Regional Commercial Avienda (PUDRC) district regulations; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; 77 2 d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage, which are available and being installed with the development. 2) Lack of adequate roads. Access is to an existing, collector public street 3) Lack of adequate sanitary sewer systems, which is available to the development. 4) Lack of adequate off-site public improvements or support systems. 5. Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 78 3 The planning report #2023-10 dated June 12, 2023, prepared by Eric Maass and engineering and water resources report dated July 6, 2023, prepared by Erik Henricksen and Joe Seidl is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the preliminary plat subdivision, site plan and easement vacation subject to the conditions of the planning report. ADOPTED by the Chanhassen Planning Commission this _____ day of _____________, 2023. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 79 80 81 Site Plan, Vacation, Preliminary Plat and Final Plat for Avienda Prepared for: Level 7 Development, LLC May 5, 2023 SUBMITTED TO City of Chanhassen Community Development Department 7700 Market Boulevard Chanhassen, MN 55317 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 82 TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Site Plan ........................................................................................................................................................ 1 Vacation ........................................................................................................................................................ 1 Preliminary and Final Plat ............................................................................................................................. 2 Summary ....................................................................................................................................................... 2 Contact Information ...................................................................................................................................... 2 83 Avienda, Chanhassen, MN May 5, 2023 SCD14001.LEV.004 1 Introduction On behalf of Level 7 Development, LLC, Landform is pleased to submit this application for site plan, vacation, preliminary plat and final plat approval for Avienda. The final plat is consistent with the preliminary plat approvals for the site and will allow for the development of 53 rowhome units and a private drive. We are excited about the improvements proposed for this site. Site Plan The site plan shows compliance with the PUD approved July 10, 2017 and PUD amendment approved September 12, 2022. This proposal represents the first development within District 2 “Village Retail”, where a broad variety of residential and retail developments are planned, including the 53 rowhome units proposed at this time. Future phases in “The Village” district will develop 417 apartment units and more than 25,000 square feet of entertainment uses, restaurants and common/public spaces. Access to the rowhomes will be provided via a private drive connecting with Avienda Parkway to the north and Bluff Creek Boulevard to the south; an alley provides access to the rowhome driveways and garages which face internal to the site. The placement of rowhomes will face outwards and buildings will front either Avienda Parkway to the west or the new private drive to the east. Pedestrian connections are provided throughout Outlot A and walkways will connect the front of each rowhome unit to the sidewalks. Sidewalk connections will be made to adjacent amenities future phases developing to the east. The Landscape Plans shows trees are provided in the front yards of units where adequate space is available. We are providing 112 trees where 53 overstory trees are required for this phase. Trees are also placed along both sides of the private drive along the east property line. These trees will provide a buffer to the rowhomes from the future development to the east. Trees line the interior alley way to create a canopy and increase shading within the development. Shrubs have been placed around the front patios of each unit and along the retaining walls that run along the front edge of rowhomes adjacent to the private drive and Avienda Parkway. The shrubs and retaining walls create a landscaped street edge that defines the boundary between rowhome units and the rest of the Avienda development. The remaining landscaped area will be sodded turf grass. Twenty guest parking stalls are provided in Outlot A and are situated at the north and south ends of the rowhome development. Two driveway and two garage spaces are provided for each unit for a total of 236 resident parking spaces. The Avienda Development Design Guidelines show a project identification sign between Blocks 8 and 9 at the southeast corner of Outlot A as shown on the site plan and monument sign at the private drive entrance from Bluff Creek Boulevard. Landscape plantings accent and enhance the area around the sign. The sign will be permitted separately and an encroachment agreement will be provided between the sign owner and the rowhome association. Charles Cudd Co. have designed the rowhomes and will construct the development; architectural renderings have been provided by the builder for your review. Vacation A drainage and utility easement over the existing Avienda Outlot D shall be vacated. A new drainage and utility easement will be provided over all of Avienda Rowhomes Outlots A and B. 84 Avienda, Chanhassen, MN May 5, 2023 SCD14001.LEV.004 2 Preliminary and Final Plat We are requesting City approval of the preliminary plat and final plat to subdivide the existing Outlot D into two outlots and 53 rowhome lots. Outlot A is 6.77 acres in size and will contain 53 townhome lots and private drive. Outlot B is planned for future development and is 36.60 acres in size. Approval of this final plat will allow us to begin construction of the townhome units and associated infrastructure. Summary We respectfully request approval of the site plan, vacation, preliminary plat and final plat to establish 53 rowhome lots and 2 outlots. Contact Information This document was prepared by: Nicholas Ouellette Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kendra Lindahl at klindahl@landform.net or 612.638.0225. 85 CHANHASSEN, MNAVIENDA ROWHOMESCHANHASSEN, MINNESOTANORTHNO SCALEAREA LOCATION MAPSHEETS ISSUED BY DATECOMPOST/BIO LOGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSH POPEHN, P.E.LICENSE NUMBER:DATE:4716505 MAY, 20234480305 MAY, 2023DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX.ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL.ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (')FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR #NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearEROSION CONTROL BLANKETABBREVIATIONSSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONC21C7.31122SITE BENCHMARK:BM-1: TOP NUT OF HYDRANTLOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.ELEVATION = 921.32BM-2: TOP NUT OF HYDRANTLOCATION: WESTERLY SIDE OF POWERS BLVD. 1960 FT ± SOUTH OF LYMAN BLVD.ELEVATION = 913.82Outlot D, Avienda, Carver County, Minnesota.3LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331TEL 612-812-7020EMAIL mnordland@nordlandpartners.comCONTACT: MARK NORDLANDDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETPRELIMINARY PLATEXISTING CONDITIONSDEMOLITIONSITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROLEAST GRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPPUTILITIES - STORM SEWERUTILITIES - SANITARY & WATERCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSLANDSCAPEENLARGED LANDSCAPE PLANPHOTOMETRICSLANDSCAPE DETAILSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERC0.1C0.2C1.1C1.2C2.1C3.1C3.2C3.3C3.3AC3.4C4.1C4.2C7.1C7.2C7.3L2.1L2.2L4.1L7.1LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: STEVE SABRASKIPROJECT CONTACTSCIVIL ENGINEERLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHNSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT04.21.23 05.05.23XXXXXXXXXXXXXXXXUNDERGROUND FIBER OPTICFOMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG12012"STS8"SANFENCINGCONCRETE CURBRETAINING WALL OESTORM MANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORING123.45%1.00234.5LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123GMSTSSSANITARY MANHOLETNHMBB#SITELYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAILAUDUBON RD GREAT PLAINS BLVDHAZELTINE LAKELAKE RILEY1011011011414212212212LAKE SUSAN1817BLUFF CREEK BLVD CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C001SCD004.DWGCIVIL & LANDSCAPETITLE SHEETC0.1XXXXXXXXXXXXXXXX86 BLUFF CREEK OVERLAY DISTRICTSECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICTPRIMARY BOUNDARYOUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314COCOCABXCABXWETLAND 6WETLAND 3WETLAND 4WETLAND 1058.365.6 61.143.926.136.782.12.310 7 . 282.210.6 67.628.4264.0211.0261.8419.450.436.620.319.1194.612.095.4317.2234.41 7 4.0 8.8 89.445.424.245.836.9243.742.5709.3514.1 123.0463.8177.4290.84 9 . 7 153.250.16 2.0182.6375.918.8154.272.18.2221.09.632.026.026.032.032.026.026.032.032.026.026.032.032.026.026.032.032.026.032.032.026.032.032.0 26.0 26.0 32.032.026.026.032.0 32.0 26.0 26.0 32.032.026.026.032.032.032.026.026.026.026.032.032.032.032.026.026.032.032.026.026.032.0 26.0 32.032.026.032.0 32.026.026.032.032.0 26.0 26.0 32.032.0 26.0 32.032.026.032.0 32.032.0 26.0 26.0 32.032.026.026.032.026.026.032.0 32.0 26.0 26.0 32.0 32.026.026.032.032.026.026.032.032.026.026.032.032.026.026.023.380.080.076.480.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 9.4380.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 Parcel Table1/12/13/14/11/22/23/24/21/32/33/34/32,5602,5602,5602,0802,0802,5602,0802,0802,5602,0802,0802,080Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table1/42/43/44/41/52/53/51/62/63/64/61/72,5602,5602,0802,0802,5602,5602,0802,0802,5602,5602,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/73/74/71/82/83/84/81/92/93/94/91/102,0802,5602,0802,0802,5602,5602,0802,5602,5602,0802,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/103/101/112/113/114/111/122/123/124/121/132/132,0802,0802,0802,5602,5602,0802,5602,5602,0802,0802,5602,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table3/131/142/143/144/14OUTLOT AOUTLOT B2,5602,5602,0802,0802,560171,4331,594,277Total Area(S.F.)Lot/BlockD&U Area(S.F.)00000171,4331,594,277CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0120240C0.2C002SCD004.DWGPRELIMINARY PLATTHE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot D, Avienda, Carver County, MinnesotaLOT AREA TABLE87 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PL=316.45R=240.00ΔΔ=87°00'29"R=54.00L=82.00 S10°28'50"E46.34L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "L=277.76 R=1390.00 Δ=11°26'58"Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66MILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS > > S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331Background information shown is from survey by Landform, Minneapolis, MN, on May 5th, 2016, expressly for this project proposeddesign plans for Avienda and Avienda Townhomes; City of Chanhassen, MN record drawings; and utility service providers. Landformoffers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior tobeginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN on April 12, 2017.1.2.EXISTING CONDITIONSNORTH050100C101SCD004.DWGEXISTING CONDITIONSC1.188 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS > > S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1212XXXXX X X X X X X X X X X X X X X X X X X X X XXXXXX12XXXXXXXXXXXXXXXXXXXXXXX710SANITARYMANHOLE10CATCHBASIN111010SANITARYMANHOLECATCHBASIN7117XX XXX X X X XXX 12UNDERGROUNDBASIN167CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C102SCD004.DWGDEMOLITIONC1.2:Curb Removal:Structure and / or Pavement Removal:Construction Limits:Soil BoringB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheets C3.1-C3.3 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Reserved.Reserved.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Remove watermain and install reducer, valve, and hydrant as shown on C4.1.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unlessnoted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Relocate storm sewer manhole and jellyfish filter as shown on sheet C4.1.2.3.4.5.6.8.9.13.14.15.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXX7.10.11.12.:Pavement Sawcut16.89 B-B B-BB-BB- B B-B4466(TYP.)(TYP.)(TYP.)(TYP.)WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NWUNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PAVIENDA LANE (PRIVATE)ALLEY (PRIVATE)AVIENDA LANE (PRIVATE)PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73OUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314PROPOSED BUILDINGFFE = 925.00GFE = 924.5828'28'24'9'9'9'9'24' 18'18' 18' 18'R11.46'R11.46'R38.54'R13.46' R76.54 'R11.46'R32.54'R11.46'R 5 1 . 4 6 'R1045.54'R1020.46'R1470.54'R1445.46'R11.46'R1 1 . 4 6 'R41.46' R 5 8 . 5 4 ' R38.54'R1623.54'R1602.46'R1198.54'R41 .4 6 'R1177.46'R32.54'630' 5'"STOP" SIGNMNMUTCD R1-1WITH "AVIENDA PARKWAY" & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNMNMUTCD R8-3R11.46' R32.54'"STOP" SIGNMNMUTCD R1-1WITH "BLUFF CREEK BLVD." & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3R17.46'B-B B-BR3'R3'R3'R3'R3 ' B - B B-BB-BB-BB-BB-B5'5'R76.54'R35'R3'R3'R30'R3'4'(TYP.)(TYP.)4'CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH05010020236ea.ea.Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)The Property is Zoned PUD - Regional LifestyleBuilding Setback Information is as follows:Front Yard = 5 ft.Rear = 5 ft.Residential = 30 ft.PUD Exterior = 30 ft.Parking Setback Information is as follows:Front Yard = 10 ft.Rear = 10 ft.Side = 10 ft.Residential = 20 ft.ImperviousPerviousTotal295,098189,989105,109s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:295,0980295,098s.f.s.f.s.f.6.774.362.416.770.006.77Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe.Proposed monument sign. To be permitted separately.2.3.4.5.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%63.4%36.6%100.0%0.00%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)C201SCD004.DWGSITE PLANC2.16.Garage Spaces Driveway Spaces108ea.108ea.90 30' BUILDING SETBACKBLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 21PBASIN 28PEAST CENTRAL BASIN BTM=906.43 100-YR HWL = 910.63BLUFF CREEK EAST BASIN BTM=898.15 100-YR HWL =BASIN 46PSUNSET TRAILONLYSTS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS >>STS >>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-13B-14B-15B-17B-18B-19B-25B-26B-27B-28B-29B-30B-31B-32UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>GRADEBREAKGRADEBREAKGRADEBREAKSWALE SWALESTS>>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS>>11.0411.62PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.5810.00>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924 924 923922921922923923924924921920923923924925925925925925925924924924923923922922921923922921920919919920918919918917916922921920919922922924924925924925925924923924924923922921920919918917916915914913923923922923923924 923STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>924925925SEE SHEET 3.2SEE SHEET 3.3SEE SHEET 3.3A)))) )))) )) )) )) )) )) ))CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH080160C301SCD004.DWGOVERALL GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.1T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.91 AVIENDA PARKWAYSTS >>STS >>STS >>STS >>STS >>STS >>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>ST S>>STS>>STS>>STS>>STS>>STS>>>>STS>>B-13B-14UNDERGROUNDBASIN 25PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.8%3.5% 2.4% 5.8% 4.7% 3.7 %5.4%4.7%3.4%5.8%4.8%3.7%5.5%4.1%3.7%5.9%5.3%GRADE BREAK 2.0%2.0%1.3%2.6%0.7%1.6%1.6%2.6%4.4%4.3%3.3% 2.8%2.2%3.2%SWALESTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>4.2%5.7%11.624.7%4.8%4.2%4.2%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28STS>>PROPOSED BUILDINGFFE = 925.00GFE = 924.585.5% 3.4%>>>>>>>>>>>>>6.2%9 2 4 924923922921920919918917916915914913912924 924 923922921922923923924924921920 923923924925 925925925 924925925 924923 922 921 920 919 918 917 916 915 914 913923922 923 923 2.0%92492520.99BC21.26BC22.24BC22.14BC21.03BC21.48BC22.08BC22.16BC22.39BC22.70BC21.63BC21.81BC22.71BC23.33BC20.6620.7623.48BC23.58BC24.61BC24.61BC23.86BC22.93BC22.31BC23.62BC21.7621.8120.7020.9821.1321.3124.1322.8922.3822.8822.8322.8822.9223.0023.1323.6723.4423.3223.5723.26BC23.16BC23.21BC23.25BC23.14BC24.17BC23.94BC23.65BC22.32BC23.62BC23.2923.2921.9821.9824.46BC24.1324.46BC23.1323.2923.5323.82BC24.2824.2823.5322.6022.65 BW22.65 BW22.49 BW22.49 BW22.26 BW22.26 BW22.02 BW22.02 BW21.85 BW22.00 BW21.63 BW21.63 BW21.46 BW21.46 BW21.22 BW21.22 BW21.07 BW21.04 BW24.60 TW24.60 TW24.60 TW24.60 TW23.95 TW23.95 TW23.95 TW23.95 TW(22.65)(22.63)(22.49)(22.47)(22.26)(22.23)(22.02)(21.99)(21.85)(21.82)(21.63)(21.60)(21.46)(21.43)(21.22)(21.19)(21.05)(21.03)21.46BC20.9622.18BC21.68(21.06)(21.11)(21.47)(21.42)(21.89)(21.93)(22.15)(22.19)(22.44)(22.72)(22.76)(23.07)(23.09)(23.28)(23.33)(22.48)23.35 TW23.35 TW23.35 TW24.35 TW24.35 TW24.35 TW24.35 TW21.11 BW21.47 BW21.47 BW21.93 BW21.93 BW22.19 BW22.19 BW22.48 BW22.48 BW22.76 BW22.76 BW23.09 BW23.09 BW23.33 BW23.33 BW24.10 TW24.10 TW24.10 TW24.10 TW24.80 TW24.80 TW24.80 TW24.80 TW23.30 BW23.30 BW23.43 BW23.43 BW23.55 BW23.55 BW23.80 BW23.80 BW25.50 TW24.23 BW22.2220.63BC20.42BC(20.54)(20.53)(20.07)(19.57)25.0024.3024.9024.2523.7023.63BC21.5821.8322.0622.3723.3020.55BC20.6120.5320.33BC20.3120.4020.55BC20.0520.31BC19.8123.50BC22.70BC22.3722.39BC22.0625.35 TW25.35 TW23.95 TW21.68 BW20.93 BW24.60 TW25.35 TW24.35 TW21.11 BW23.35 TW23.35 TW21.00 BW21.75 BW24.35 TW23.58 BW23.88 BW24.1123.5525.9025.9823.10 BW23.10 BW22.85 BW22.85 BW22.73 BW22.73 BW22.60 BW22.60 BW22.0022.0122.8923.9023.9023.9823.9824.8524.8524.9324.9324.5824.5024.5824.5025.2825.2025.2825.2022.6125.7825.7024.2225.1025.1825.1825.1023.5924.4524.5324.5324.4520.1720.2321.0821.8323.0923.1124.1624.80 TW22.61 BW25.1125.50 TW23.9222.6322.6022.8622.8123.1023.1323.1123.1422.7222.6422.8922.7922.5922.4022.3822.49(20.81)(20.77)C7.11ROCK CONSTRUCTIONENTRANCE33333333C7.12SILTFENCE26c26a26a26a26bC7.12SILTFENCE3333333C7.12SILTFENCEC7.35COMPOSTLOGC7.14B612 CURB & GUTTERC7.14B612 CURB & GUTTER33)) )))))) ))))C7.14B612 CURB & GUTTER252526bGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060C301SCD004.DWGNORTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.2T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.92 BLUFF CREEK BLVD.STS>>STS >>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-5B-27B-30UNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.0%4.4%4.5%4.3%5.9%2.8%3.5%5.6%3.8%5.8%2.7%3.7%5.7%4.5%5.6%3.7%2.3%4.0% 6.2%GRADEBREAKGRADEBREAK1.2%4.5%0.8%1.9%0.8%0.8%2.6%2.5%3.1%2.6%2.5%2.6%2.6%STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>6.3%4.9%4.4%4.9%4.3%4.8%5.0%5.8%4.8%PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73STS >> 24 . 8 %24.0%24.0%925925925924924924923923 9229 2 2 921 923 922 921920919919920 9 1 8 919918917916922 921 920 919 922922 924 924 925 924 924 923923 923 924STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>0.5%3.9%3.5%2.7%92522.21BC21.40BC18.64BC17.30BC(17.90)19.82 BW22.80 TW20.13 BW20.64 BW21.07 BW22.80 TW(17.40)(17.89)(17.95)17.3717.3717.74BC(17.74)(17.72)18.5321.5621.8122.8023.0725.0324.3422.30BC22.23BC22.30BC22.51BC22.58BC23.12BC22.79BC21.9021.9721.8821.0818.3118.71BC21.88BC22.14BC22.4622.6222.0822.0121.97(19.77)(19.82)23.40BC23.12BC23.40BC23.07(20.08)(20.13)(20.58)(20.64)(21.00)(21.07)24.35 TW22.71 BW22.71 BW23.17 BW23.17 BW23.85 BW23.85 BW24.12 BW24.12 BW24.35 TW24.35 TW24.35 TW24.90 TW24.90 TW24.90 TW24.90 TW24.30 BW24.30 BW24.20 BW24.20 BW24.03 BW24.03 BW20.8423.87 BW23.85 BW23.68 BW23.68 BW23.44 BW23.28 BW23.28 BW25.60 TW25.60 TW23.06 BW23.06 BW22.90 BW22.90 BW25.35 TW25.35 TW(22.67)(22.71)(23.07)(23.17)(23.80)(23.85)(24.09)(24.12)(24.28)(24.30)(24.22)(24.20)(24.06)(24.03)(23.85)(23.83)(23.68)(23.66)(23.44)(23.42)(23.28)(23.26)(23.06)(23.04)(22.90)(22.87)25.50 TW25.50 TW24.23 BW24.23 BW24.25 BW24.25 BW24.50 BW24.50 BW25.25 TW25.25 TW25.25 TW25.25 TW24.25 BW24.25 BW24.00 BW24.00 BW23.88 BW23.88 BW23.75 BW23.75 BW24.25 TW24.25 TW24.25 TW24.25 TW23.25 BW23.25 BW23.00 BW23.00 BW22.88 BW22.88 BW22.75 BW22.75 BW24.4525.7025.0525.7025.7023.13BC22.8022.80 TW19.82 BW20.13 BW20.64 BW22.80 TW25.60 TW25.60 TW25.35 TW24.90 TW24.35 TW22.65 BW23.33 BW22.80 TW21.07 BW21.82 BW21.52 BW22.80 TW20.40 BW19.65 BW23.6623.8423.5323.5323.4523.4522.0222.0117.4717.6621.0324.7824.7024.7024.7825.2525.3325.3325.2522.5521.9024.7324.6524.6524.7324.9323.4025.50 TW25.50 TW25.9825.9025.9025.9825.6525.7325.7325.6526.0026.0826.0826.0024.9024.9024.35 TW24.2225.7025.7822.23BC23.8024.25 TW18.3517.4421.1021.9124.0723.6725.50 TW25.25 TW25.5222.5822.6022.4922.4524.3522.1221.9622.1022.0318.5118.6217.9918.0123.44 BW3C7.11ROCK CONSTRUCTIONENTRANCEC7.12SILTFENCEC7.12SILTFENCE33333326a26a26a26a26b26b252533333333C7.14B612 CURB& GUTTERC301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060SOUTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.93 BASIN 28PSUNSET TRAIL>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-2B-6B-7B-15B-17B-31B-32STS>>STSSWALESWALE11.0411.62PROPOSED BUILDINGFFE = 925.35GFE = 924.9310.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924923922921920919922921920 919918917916915914913923923922923C7.12SILTFENCE333C7.12SILTFENCE26aC7.12SILTFENCEC7.35COMPOSTLOGC7.35COMPOSTLOG)))))))))))))))) )))) )))) )))) )))) ))))C301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100EAST GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3AT/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.94 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.These practices shall remain in place until final stabilization has been established in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 7 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A.Date and time of inspections;B.Name of persons conduction inspections;C.Findings of inspections, including specific locations where corrective actions are needed;D.Corrective actions taken including dates, times, and the party taking the corrective action;E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermitBMP Maintenance:A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D.Remove sediment from paved roadways within one calendar day of discovery.E.Remove sediment from around BMPs protecting storm drain inlets.F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H.Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.1.2.3.4.5.6.7.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:·Copy of the SWPPP, with any modifications;·Inspection and maintenance records;·Permanent operation and maintenance agreements;·Calculations for the design of temporary and permanent stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional ormodified BMPs, designed to correct problems identified or address situations as detailed in the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A.Ensuring all areas have permanent cover.B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A.Site must have achieved final stabilization (refer to section above).B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, andthe permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:·Ensuring full compliance with the SWPPP and the Permit·Implementing all elements of the SWPPP, including but not limited to:··Implementing prompt and effective erosion and sediment control measures··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.·Conducting routine inspections and maintenance·Ensuring elimination of all unauthorized discharges·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Bahram Akradic/o/ Lifetime Fitnessattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeOperator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:Level 7 Development, Inc.c/o Life Timeattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeSWPPP Designer:Steve Sabraski, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070ssabraski@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:Chris OlsonLandform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-638-0239colson@landform.netCertification: U of MN, Construction Site Management, Exp. May 31, 2024BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Construct temporary sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around normal waterlevels within 48-hours of completion of basin grading.Stabilize outlets from temporary sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct Row Homes and site features.Construct site walks and driveways.Provide final stabilization.Connect infiltration / filtration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, site grading, utility installation, building construction,paving, and landscaping.1.ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHAEOLOGICAL REVIEWSThere are no requirements for storm water due to environmental, endangered species, or archaeological review within theChanhassen AUAR update of May 2017.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Plan prepared by Landform·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by Braun Intertec, dated 4-12-2017All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of theabove documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does NOT have more than five (5) disturbed acres draining to a common location and the site drains to an impairedwater, therefore a temporary sediment basin is not required.Temporary sediment basins are provided on the overall AviendaDevelopment plan set and are to be utilized for this project until completion of permanent stormwater BMPs.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 44.838601, Longitude: -93.558561Disturbed area = 9.33 ac.Pre-construction impervious area within disturbed area = 0.01 ac.Post-construction impervious area within disturbed area = 4.39 ac.Net change in impervious area within disturbed area = 4.38 ac.Type of stormwater management:·Filtration·Reuse·Wet PondErosion prevention and sediment control quantities are on sheets C3.1 - C3.3.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have been maintained.1.Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does not discharge to it.Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site. Storm water from Avienda Row Homes does not drain to it.A.TMDLs have been established for this impaired water for Fishes Bioassessment.B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special constructionrequirements for this impairment.B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are nospecial construction requirements for this impairment.Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special constructionrequirements for this impairment.B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for thisimpairment.This site will meet these TMDLs using the following methods: Follow Permit requirements.Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwaterfrom the site does not discharge to it.The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCAImpaired Waters Viewer:A.MNDOT Wetland M09B.MNDOT Wetland M10C.Onsite Wetland #3D.Onsite Wetland #4E.Onsite Wetland #6F.MNDOT Stormwater "Englewood" PondCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C304SCD004.DWGMN SWPPP NOTESC3.495 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PBLUFF CREEK BLVD.MILLS LANE NW0+007+80.79 >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-17B-26B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-301RIM: 920.11INL (W): 911.70INV: 911.7060" DIA4" ORIFICE INV = 911.7WEIR TOP = 913.7TANK OUTLET-300INV: 911.70FES-302INV: 911.62PER DETAIL C7.2/4CB-101ARIM: 921.84INV: 918.0248" DIAPER CITY DETAIL C7.2/3CB-204RIM: 921.85INL (SW): 912.98INV: 917.78INV: 912.7848" DIAPER CITY DETAIL C7.2/3CB-204ARIM: 921.84INL (W): 918.0348" DIAR-3067PER DETAIL C7.2/3CB-207RIM: 917.50INL (E): 914.34INV: 914.3448" DIAR-3067PER DETAIL C7.2/3CB-208RIM: 917.30INV: 914.4548" DIAR-3067PER DETAIL C7.2/3CB-206RIM: 920.85INL (SE): 913.85INV: 913.4548" DIAR-3067PER DETAIL C7.2/3FES-402INV: 912.45PER DETAIL C7.2/4TANK INLET-200INV: 911.7025' - 12" RCP@ -1.0%25' - 12" RCP@ 1.0%38' - 12" RCP@ 0.3%47' - 21" R C P @ 0.5%13' - 24" RCP@ 0.5%148' - 24" RCP @ 0 . 3 %15' - 24" HDPE@ 0.0%98' - 12" HDPE @ 1.0%203' - 12" HDPE @ 1.8%162' - 12" RCP @ 0.3%26' - 21" RCP@ 0.3%49' - 18" RCP@ 0.3%SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>CB-101RIM: 921.85INL (E): 917.77INL (N): 911.77INV: 911.7748" DIAPER CITY DETAIL C7.2/3CB-201BRIM: 923.52INV: 920.19NYLOPLAST DRAINPER DETAIL C7.3/7CB-201ARIM: 924.20INL (N): 918.99INV: 918.99NYLOPLAST DRAINPER DETAIL C7.3/7MH-201RIM: 923.58INL (W): 918.72INL (S): 911.72INV: 911.7248" DIAR-1642PER DETAIL C7.2/2117' - 24" RCP @ 0.3%22' - 6" HDPE@ 1.0%22' - 6" HDPE@ 1.0%88' - 24" RCP @ 0.3%27' - 6" HDPE@ 1.0%120' - 6" HDPE @ 1.0%CB-202ARIM: 924.82INV: 920.7148" DIAPER CITY DETAIL C7.2/3CB-203ARIM: 923.80INV: 920.06NYLOPLAST DRAINPER DETAIL C7.3/7CB-202RIM: 923.90INL (W): 920.49INL (S): 911.99INV: 911.9948" DIAR-3067PER DETAIL C7.2/3TANK INLET -100INV: 911.70CB-203RIM: 923.23INL (W): 919.84INL (S): 912.34INV: 912.3448" DIAR-3067PER DETAIL C7.2/3CB-111RIM: 923.84INL (E): 917.87INV: 917.87NYLOPLAST DRAINPER DETAIL C7.3/7CB-110RIM: 924.22INL (S): 917.12INV: 917.12NYLOPLAST DRAINPER DETAIL C7.3/7CB-109RIM: 924.90INL (S): 916.62INV: 916.62NYLOPLAST DRAINPER DETAIL C7.3/7CB-108RIM: 924.90INL (S): 916.00INV: 916.00NYLOPLAST DRAINPER DETAIL C7.3/7CB-107RIM: 924.16INL (S): 915.38INV: 915.38NYLOPLAST DRAINPER DETAIL C7.3/7CB-106RIM: 923.59INL (S): 914.87INV: 914.87NYLOPLAST DRAINPER DETAIL C7.3/7MH-105RIM: 921.08INL (S): 914.21INL (N): 914.81INV: 913.8148" DIAPER CITY DETAIL C7.2/3CB-103RIM: 922.66INL (W): 912.75INV: 912.5548" DIAR-3067PER DETAIL C7.2/3CB-104RIM: 921.66INL (W): 913.49INV: 913.0948" DIAR-3067PER DETAIL C7.2/3110' - 21" RCP @ 0.5%67' - 18" RCP @ 0.5%64' - 12" RCP @ 0.5%133' - 6" HDPE @ 0.5%101' - 6" HDPE @ 0.5%125' - 6" HDPE @ 0.5%124' - 6" HDPE @ 0.5%99' - 6" HDPE @ 0.5%150' - 6" HDPE @ 0.5%8' - 24" RCP@ 0.2%CB-102RIM: 922.71INL (W): 912.00INV: 912.0048" DIAR-3067PER DETAIL C7.2/3MH-400RIM: 920.76INL (E): 907.7848" DIAR-1642PER DETAIL C7.2/2MH-401RIM: 922.93INL (SE): 911.47INV: 911.4748" DIAR-1642PER DETAIL C7.2/2STS>>STS>>CB-112RIM: 920.90INV: 918.16NYLOPLAST DRAINPER DETAIL C7.3/758' - 6" HDPE @ 0.5%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>CB-105ARIM: 920.04INL (NE): 915.15INV: 915.1548" DIAR-3067PER DETAIL C7.2/3CB-105BRIM: 920.05INV: 915.4048" DIAR-3067PER DETAIL C7.2/341' - 2 1 " R C P @ 0. 3 %CB-205RIM: 921.73INL (E): 913.31INV: 913.1148" DIAR-3067PER DETAIL C7.2/3INLET 500AINV: 908.0012' - 30" RCP@ 0.3%MH-500RIM: 919.75INL (W): 908.04INV: 908.0448" DIAR-1642PER DETAIL C7.2/278' - 30" RCP @ 0.3%OUTLET 700AINV: 906.00JELLYFISH JF4RIM: 919.59INL (N): 906.00INV: 905.1548" DIAR-1642PER DETAIL C7.2/2STMH 706RIM: 919.44INL (N): 905.08INL (NE): 909.2848" DIAR-1642PER DETAIL C7.2/2OUTLET 700BINV: 909.50MH-501RIM: 920.05INV: 908.2648" DIAR-1642PER DETAIL C7.2/2SAN>SAN>SAN>SAN>SAN>SAN>SAN>CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C401SCD004.DWGUTILITIES - STORM SEWERC4.1Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.96 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >MH-6RIM: 923.24INV: 917.9848" DIASEE DETAIL C7.2/5MH-3ARIM: 924.35INV: 914.8248" DIAR-1642SEE DETAIL C7.2/5MH-3RIM: 922.96INL (E): 913.83INL (S): 914.73INV: 913.7348" DIASEE DETAIL C7.2/6MH-4RIM: 923.68INL (S): 915.54INV: 915.4448" DIAR-1642SEE DETAIL C7.2/5MH-1RIM: 921.47INL (N): 912.2048" DIAR-1642SEE DETAIL C7.2/5199' - 8" PVC @ 0.50%141' - 8" PVC @ 0.50%240' - 8" PVC @ 0.50%229' - 8" PVC @ 0.50%SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>136' - 8" PVC @ 0.50%CONNECT TOEXISTING WATERMAIN8" 11.25°BEND8" 45° BEND8" X 8" TEE8" X 8" TEE8" 11.25° BEND8" 11.25° BEND8" 90° BEND8" 11.25° BEND8" 45° BENDCONNECT TOEXISTING 12" WATERMAINMH-5RIM: 924.92INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5STS>>8" 11.25° BEND8" 22.5° BEND8" X 6" REDUCERSTS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>MH-2RIM: 913.74INL (E): 913.05INV: 912.9548" DIAR-1642SEE DETAIL C7.2/5SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-23RIM: 922.91INV: 912.0048" DIAR-1642SEE DETAIL C7.2/5MH-22RIM: 921.33INL (W): 911.19INV: 911.0948" DIAR-1642SEE DETAIL C7.2/5MH-21RIM: 917.80INL (NW): 910.25INV: 910.1548" DIAR-1642SEE DETAIL C7.2/5MH-20RIM: 910.51INL (W): 909.82INL (NE): 900.10INV: 900.0048" DIAR-1642INSIDE DROPSEE DETAIL C7.2/6SAN STUBINV: 900.23150' - 8" PVC @ 0.50%C7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVECLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C401SCD004.DWGUTILITIES - SANITARY SEWER & WATERC4.2NORTH050100Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.97 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.1NO SCALEROCK CONSTRUCTIONENTRANCE1NO SCALESILT FENCE2NO SCALECATCH BASINSEDIMENT TRAP3NO SCALETYPICAL CURB& GUTTER4NO SCALECURB CONSTRUCTIONAT CATCH BASIN5NO SCALETYPICAL CURBRADIUS6NO SCALESTREET INTERSECTIONCONCRETE VALLEY GUTTER7NO SCALETYPICAL RESIDENTIALSTREET SECTION8NO SCALECONCRETESIDEWALK998 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.2NO SCALEMANHOLE CASTINGS& LIDS DETAIL1NO SCALESTANDARD STORMMANHOLE2NO SCALETYPICAL 4' DIAMETERCATCH BASIN MANHOLE3NO SCALEFLARED END SECTION& TRASH GUARD4NO SCALESTANDARD SANITARYSEWER MANHOLE5NO SCALESANITARY SEWER INSIDEDROP MANHOLE6NO SCALETYPICAL SANITARY SEWER SERVICE(LESS THAN 16' DEEP)7NO SCALETYPICAL WATERSERVICE8NO SCALETYPICAL HYDRANTINSTALLATION999 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.3NO SCALETYPICAL GATE VALVE& BOX INSTALLATION1NO SCALEPIPE BEDDING INPOOR SOILS2NO SCALEPIPE BEDDING FORPVC PIPE3NO SCALEINSULATED PIPECROSSING4SLOPEVARIESM I N 7" 3"MAX10"MIN2"M A XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG545dCOMPOST / BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALERESERVED.6NO SCALENYLOPLAST DRAIN BASIN7100 BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>30' VISIBILITYTRIANGLES30' VISIBILITYTRIANGLESL7.13STEEP SLOPE PLANTING (TYP)L7.12CONIFEROUS TREEPLANTING (TYP)L7.11DECIDUOUS TREEPLANTING (TYP)L2.21ENLARGEDLANDSCAPE PLAN11(TYP)11(TYP)11(TYP)11(TYP)11(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)(2) AGAB(1) PIGL(1) ABCO(1) GYDI(2) TIMO(2) TIMO(1) GYDI(1) BENI(1) PIGL(1) CASP(2) PSED(2) ABCO(2) PIDE(2) ABCO(2) PISY(2) PISY(2) PIDE(2) PISY(2) PIDE(1) PIST(1) PISY(1) PIST(1) PIGL(1) PIST(1) PIGL(1) ABCO(2) AGAB(1) BENI(2) GTSK(2) GTSK(2) TIMO(2) TIMO(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) TIMO(1) PSED(1) PSED(1) PIGL(1) CASP(1) CASP(3) AGAB(2) ABCO(1) GYDI(1) GTSK(1) PSED(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) TIMO(1) ACRU(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) GTSK(1) GTSK(1) GTSK(1) AGAB(3) THTY(1) BENI(1) BENI(1) BENI(1) BENI(1) BENI(1) GTSK(2) GTSK(2) THTY(1) BENI(1) BENI(1) BENI(1) BENI(4) THUL(4) THUL(4) THUL(4) THUD(6) THUD(9) THUD(6) THUD(4) THUD(3) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(4) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(5) THUD(4) THUD(4) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(4) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) ABCO(1) PSED(2) PSED(3) THTY(2) PSED(3) THTY(1) PISY(1) ABCOEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABCO11Abies concolor / White Fir40`H x 20`W8` HTB & BPIGL5Picea glauca / White Spruce50`H x 20`W6`B & BPIDE6Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPIST3Pinus strobus / Eastern White Pine65`H x 30`W6`B & BPISY8Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED11Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BTHTY11Thuja occidentalis `Techny` / Techny Arborvitae15`H x 10`W6` Ht.B & BOVERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU11Acer rubrum `Autumn Spire` / Autumn Spire Maple50`H x 25`W2.5" CAL.B & BBENI11Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP3Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGTSK11Gleditsia triacanthos `Skyline` / Skyline Honeylocust40`H x 30`W2.5"CalB & BGYDI11Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTIMO11Tilia mongolica `Harvest Gold` / Harvest Gold LindenB & B2.5"Cal40`H x 30`WUNDERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAGAB8Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUD342Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL132Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L201SCD004.DWGOVERALLLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same speciesand sizes and equal or better vigor as original installation.2.3.4.5.6.8.9.10.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULECITY REQUIREMENTSMinimum of one (1) deciduous or coniferous overstory tree placed in front yard of each lot.City Approved Tree List (Sec. 18-61)Sodded turf. See Note #7LEGEND7.11.53 lotsRequiredProposed53112Rock Mulch. See Note #1212.Trees propsed for Avienda Parkway and Bluff Creek Boulevard101 SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>AVIENDA PARKWAY(1) HYDB(1) SYRP(2) HEUP(2) HYDB(2) HEUP(2) SYRP(4) THUL(1) SPIR(1) HYDB(2) WEIG(2) DIES(2) HYPE(2) AZAA(2) POTE(4) THUL(1) FORS(1) FORS(2) HYDA(1) CORB(1) SPIS(1) PHMS(1) PAEO(2) SPIS(2) PHMS(4) THUL(2) SYRP(2) WEIG(1) HYDB(2) SPIR(2) HYDB(2) HEUP(1) SYRP(1) SPIR(1) SYRP(1) SPIR(2) HEUP(1) WEIG(1) HYDBL7.15PERENNIALPLANTING (TYP)L7.14SHRUBPLANTING (TYP)8(TYP)12(TYP)12(TYP)12(TYP)12(TYP)8(TYP)8(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)SHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUL12Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L202SCD004.DWGENLARGEDLANDSCAPE PLANL2.2NORTH01020Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities onthis sheet are for a typical group of four units and do not reflect total quantities for design of all units. For discrepancy between thenumber of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULESodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek Boulevard102 LUMINAIRE SCHEDULECALLOUTSYMBOLQUANTITYMOUNTINGMODELVOLTSDEFAULTELEVATIONNOTE 1S4POLEGE LIGHTING SOLUTIONS, ERL1_16E540_____120V 1P 2W18'STREET LIGHT - EXCEL APPROVEDNW crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.68MAXIMUM FOOT-CANDLES7.3MINIMUM FOOT-CANDLES0.1MINIMUM TO MAXIMUM FC RATIO0.01MAXIMUM TO MINIMUM FC RATIO102.77AVERAGE TO MINIMUM FC RATIO37.68SE crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.39MAXIMUM FOOT-CANDLES5.2MINIMUM FOOT-CANDLES0.4MINIMUM TO MAXIMUM FC RATIO0.08MAXIMUM TO MINIMUM FC RATIO12.33AVERAGE TO MINIMUM FC RATIO5.77+80.79 GF=927.8928.1 (FFE)927.6GF=922.0914.5FBWO0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.04.33.42.90.00.00.00.00.00.00.00.00.00.00.00.00.01.70.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05.22.60.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.50.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.24.05.73.00.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.37.32.70.30.00.00.00.00.00.00.10.20.40.81.63.03.42.51.80.70.10.10.00.00.00.00.00.00.00.10.82.43.93.12.10.30.00.10.20.40.81.52.21.80.60.20.00.00.00.00.10.51.23.33.72.50.40.10.90.00.00.02.10.70.10.00.00.00.00.70.10.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.61.50.00.00.10.41.02.40.00.10.30.71.40.20.40.83.93.21.93.82.70.70.12.42.21.53.52.40.40.10.71.41.71.71.02.21.60.30.10.81.52.11.70.71.01.20.90.20.11.02.43.22.20.40.60.70.50.11.33.63.72.20.40.11.94.03.52.80.56.94.20.77.14.20.83.72.90.53.72.30.43.32.20.52.01.70.71.21.20.80.60.60.91.01.11.21.00.61.01.82.22.11.10.72.03.53.92.80.10.20.21.02.83.55.25.10.10.10.32.14.79.39.42.90.11.14.56.87.22.0NW CROSSWALKSE CROSSWALKSSSSAVIENDA PARKWAYBLUFF CREEK BLVDAVIENDA PARKWAYCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L401SCD004.DWGPHOTOMETRICS PLANL4.1NORTH050100PHOTOMETRICS NOTESLIGHT POLE BASE SHALL BE DESIGNED AND PROVIDED BY OTHERS. LISTED MOUNTING HEIGHTS(MH) INCLUDE HEIGHT OF POLE BASE.CALCULATIONS BASED ON EVOLVE COBRA LIGHT FIXTURES. ANY SUBSTITUTIONS NEED TOMEET CODE REQUIREMENTS.REQUIREMENTS (PER CITY OF CHANHASSEN DIRECTION)1.2.NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) FOR ROUNDABOUT LIGHTING. INTERSECTIONS AND CROSSWALKS:-COLLECTOR/COLLECTOR = 1.8 FOOT CANDLES-COLLECTOR/LOCAL = 1.6 FOOT CANDLES-LOCAL/LOCAL = 1.6 FOOT CANDLESCALCULATIONS FOR PEDESTRIAN CROSSINGS TAKEN 5' ABOVE GRADE PER NCHRP STANDARDS.ALL FIXTURES SHALL BE TYPE 'CONTEMPORARY' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.4.CALCULATION AREAS103 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L701SCD004.DWGLANDSCAPE DETAILSL7.1SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)TREE WRAP TO FIRST BRANCH NOTES:8' STEEL STAKE.PLACE WITHINTWO (2) INCHESOF ROOT BALL.NO SCALEDECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH(SEE PLANS)1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:NO SCALECONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCH2IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:NO SCALESTEEP SLOPE PLANTINGSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EDGE CONDITION VARIES(SEE PLANS)EDGING (SEE PLANS)PLANTING SOIL(SEE PLANS)MULCH (SEE PLANS)ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,ABOVE ROOT BALL SURFACE, CENTERED ONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADEEXISTING SUBGRADEORIGINAL GRADE SHALL PASS THROUGH POINTWHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT3X WIDTH OF ROOT BALLSECTIONSECTIONPLAN VIEWSECTION VIEWROUND-TOPPED BERMROOT BALL EDGESLOPE3SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANTAS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OFROOT BALL.NOTES:TOP OF ROOT MASSSHALL BE LEVEL WITHFINISHED GRADEPLANTING SOIL (SEE PLANS)NO SCALESHRUB PLANTINGDIG PLANTING PIT3X WIDEST DIMENSION OF ROOT BALLROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.FOUR (4) INCH HIGH SOIL BERMCONSTRUCTED AROUND ENTIREROOT BALL. BERM SHALL BEGIN AT ROOTBALL EDGE.MULCH (SEE PLANS)EDGING (SEE PLANS)412"6"MIN.MIN.SPACING VARIES(SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NO SCALEPERENNIAL PLANTING18" MIN.SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EXISTING SUBGRADEBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDEDGINGMULCHCREATE SAUCER AROUND PLANTWITH PLANTING SOILPERENNIALPLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BED5104 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION | DRAFT TOOLE DESIGN | 1 TRAFFIC IMPACT ANALYSIS Avienda June 23, 2023 105 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 2 TRAFFIC IMPACT ANALYSIS Avienda I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. 52899 6/16/2023 Jeremy Andrew Chrzan, P.E., PTOE License No. Date Approved: Carver County 106 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 3 CONTENTS Executive summary 4 Proposed Development and Study Area 5 Existing Traffic Conditions 7 Future Projected Traffic Conditions Without Development 10 Background growth 10 Site Traffic 13 Traffic Impact of Proposed Development 18 Problem Areas 29 Congestion 29 Crash Analysis 29 Recommended Improvements and Mitigation Measures 31 Conclusion 32 The results, recommendations, and commentary contained herein are based on assumptions and predictions of future land use, development patterns, population growth, transportation mode split, and other factors which are subject to change. This document provides a relative prediction of potential changes in traffic operations as a result of a particular project but is not intended to provide a precise determination of conditions at any future date. This document is an instrument of professional service. Reuse or alteration is at the user’s sole risk. 107 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 4 EXECUTIVE SUMMARY This study has been prepared in anticipation of the proposed Avienda development. The site is bounded on the north by Lyman Boulevard and on the east by Powers Boulevard in Chanhassen, MN. The proposed development is a mixed-use plan including a variety of attached residential units, retail, and service uses in the approved PUD, with the potential for additional development in the southeast quadrant. For the purposes of this study, the SE quadrant was assumed to contain additional retail, hotel, and office space as was shown in the 2017 AUAR Study completed by Kimley Horn on behalf of the City of Chanhassen. The potential full buildout of the site was calculated to include up to 897 AM peak hour trips and 845 PM peak hour trips. Based on a scoping conversation with Carver County staff, the follow three intersections were included in this study. 1. Lyman Boulevard/Sunset Trail 2. Powers Boulevard/Lyman Boulevard 3. Powers Boulevard/Bluff Creek Boulevard/T.H. 212 SB Ramps The peak traffic periods studied were AM and PM weekday peak hours. Existing conditions were determined based on the 2017 volumes from the Kimley Horn 2017 AUAR Report, with 1.5% compound growth rate to the study year. Based on the analysis in this report, with the three study intersections currently operate at acceptable levels of service D or better under existing conditions. In the 2040 future background condition without the proposed development, all intersections will continue to operate at LOS D or better during both peak hours. The intersection of Lyman Boulevard at Sunset Trail is recommended for construction of a signal at an interim stage when approximately 73% of full buildout trip generation occurs to mitigate the LOS F at the northbound approach. With the proposed signal at full build out, the intersection of Lyman Boulevard at Sunset Trail is forecast to operate at LOS C or better on all movements during both the AM and PM peak hours. The intersection of Powers Boulevard at Bluff Creek Boulevard is planned for modifications that will include signal changes and a new eastbound leg. With the planned signal and lane use modifications at Powers Boulevard and Bluff Creek Boulevard it will operate at LOS D or better in all approaches. With full buildout of the Avienda development and optimization of the traffic signal timings, the intersection of Powers Boulevard at Lyman Boulevard will also operate at LOS D or better during both peak hours. The site plan as shown will provide adequate internal circulation for both drivers and pedestrians, as well as adequate ingress and egress sight distance. The impact of the development is proposed to be mitigated with the following recommendations:  Construction of the recommended signal control at the intersection of Lyman Boulevard and Sunset Trail as outlined in the draft ICE study for that intersection.  Construction of the approved signal improvements at the intersection of Powers Boulevard/Bluff Creek Boulevard as outlined in the prior approved ICE study and plans for that intersection. 108 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 5 PROPOSED DEVELOPMENT AND STUDY AREA This study has been prepared in anticipation of the proposed Avienda development. The site is currently undeveloped but has been rough graded. The development is located in the southwest quadrant of the intersection of Lyman Boulevard and Powers Boulevard in Chanhassen, MN. Toole Design staff met with Carver County review staff for a scoping meeting on May 18, 2023. During that meeting the study area and assumptions for this study were outlined and confirmed via email. The study area includes three intersections: 1. Lyman Boulevard/Sunset Trail 2. Lyman Boulevard/Powers Boulevard 3. Powers Boulevard/Bluff Creek Boulevard A map of the development location and study intersections are provided in Figure 1. Figure 1: Location of the Subject Development and Study Intersections The proposed development as per the currently approved PUD is a mixed-use residential and retail development consisting of apartment and townhome residential, as well as attached senior living, retail, restaurant, and a daycare center. This site was the subject of a prior Alternative Urban Areawide Review (AUAR) traffic analysis performed by Kimley-Horn & Associates (KHA) on behalf of the City of Chanhassen in 2017. The plan assumed in that study also included a hotel and office in the SE quadrant of the proposed development, but this was omitted from the most recent approval. The site is bounded on the north by Lyman Boulevard and on the east by Powers Boulevard. Figure 1 and Figure 2 show the site with and without the SE quadrant; larger figures can be found in Appendix J which provide more legible information on site layout and use locations. 109 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 6 Figure 2. Approved PUD Amendment without the SE Quadrant Figure 3. Prior plan with SE Quadrant 110 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 7 EXISTING TRAFFIC CONDITIONS Lyman Boulevard and Powers Boulevard both have a functional classification of “A - Minor Expander” and a posted speed limit of 50 mph. Sunset Trail and Bluff Creek Boulevard are classified as a “Local Road” with an assumed speed limit of 30 MPH, to reflect statutory speed limits for the state of Minnesota. The northern leg of the intersection of Sunset Trail and Lyman Boulevard is a residential street providing access to 10 existing homes. The eastern leg of the intersection of Powers Boulevard with Bluff Creek Boulevard is the southbound on- and off-ramps for T.H. 212, a limited access highway that serves as a principal arterial. The existing intersection of Lyman Boulevard and Sunset Trail is STOP controlled on the Sunset Trail approach and uncontrolled on the Lyman Boulevard approaches. The existing intersection geometric configuration is as follows: » Eastbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane » Westbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane » Northbound: Unmarked lanes currently serving as a construction entrance » Southbound: One shared lane for left and right turns The intersection of Lyman Boulevard and Powers Boulevard is signalized. The existing intersection geometric configuration is as follows: » Eastbound: One dedicated left turn lane, one thru lane, and one yield-controlled channelized right turn lane » Westbound: One dedicated left turn lane, one thru lane, and one thru/right turn lane » Northbound: Two dedicated left turn lanes, two thru lanes, and one dedicated right turn lane » Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane The intersection of Powers Boulevard/T.H. 212 SB/Future Bluff Creek is signalized. The existing intersection geometric configuration is as follows: » Eastbound: Unmarked unpaved area currently serving as a construction entrance (Planned Bluff Creek Boulevard) » Westbound: One Left turn lane, two right-turn lanes » Northbound: Two dedicated left turn lanes, two thru lanes, and one dedicated right turn lane » Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane Intersection turning movements were obtained from the AUAR 2017 traffic analysis and are summarized in Appendix A. These counts were adjusted to current year assuming a 1.5% growth rate compounded annually. The 2023 Existing Conditions turning movement count volumes for weekday AM and PM peak periods, as well as ADT volumes are shown in Figure 4. 111 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 8 Figure 4 - 2023 Existing Conditions Volumes Existing condition level of service, delay and 95th percentile queues were analyzed using Synchro 11 Highway Capacity Methodology. The summarized results are shown in Table 1. As shown in Table 1 the intersection of Lyman Boulevard and Sunset Trail currently operates with all movements except the southbound left turn at LOS A. The southbound left turn operates at LOS C during the AM peak hour and LOS B during the PM peak hour. Table 1 - 2023 Existing Conditions Intersection Operations Intersection Control Approach Movement 2023 ‐ Existing AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Lyman Blvd & Sunset Trail TWSC Lyman Blvd EBL 9.5 A 0 8.3 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 0 A 0 0 A 0 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 0 A ‐ 0 A ‐ 112 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 9 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 0 A ‐ 0 A ‐ Sunset Trail SBL 17.9 C 2.5 14.2 B 2.5 Sunset Trail SBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signal Lyman Blvd EBL 29.7 C 73 25.8 C 79 Lyman Blvd EBT 40.9 D 167 59.1 E #293 Lyman Blvd EBR 1.3 A 0 8.4 A 70 Lyman Blvd WBL 25.5 C 28 25.9 C 57 Lyman Blvd WBTR 40.3 D 118 30.7 C 97 Powers Blvd NBL 29.9 C 169 24.1 C 76 Powers Blvd NBT 15.3 B 134 16.8 B 121 Powers Blvd NBR 1.5 A m6 0.6 A 0 Powers Blvd SBL 49.6 D 86 51.7 D 100 Powers Blvd SBT 30.1 C 90 39.5 D 221 Powers Blvd SBR 2.9 A 20 0.8 A 1 Overall 26.1 C ‐ 29.3 C ‐ Powers Blvd & Bluff Creek Blvd Signal Bluff Creek Blvd EBL ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBL 44.7 D 64 39.9 D 167 212 Off Ramp WBT ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBR 9.6 A 39 1.5 A 0 Powers Blvd NBL ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBT 6.1 A 61 10 A 66 Powers Blvd NBR 0.1 A m0 0 A m0 Powers Blvd SBL 1.1 A 6 2.8 A 17 Powers Blvd SBT 0.9 A 10 1.8 A 18 Powers Blvd SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 8.9 A ‐ 11.2 B ‐ 113 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 10 FUTURE PROJECTED TRAFFIC CONDITIONS WITHOUT DEVELOPMENT BACKGROUND GROWTH The 2017 AUAR traffic analysis assumed a 1.5% annual growth rate. Table 2 shows nearby historical AADTs and Table 3 compares nearby AADT volumes from both 2017 and 2019 with 1.5% annual growth to county provided forecast volumes for 2040. As shown in the table, forecasting 1.5% growth on traffic counts collected in the vicinity of the study intersection results in comparable to, or higher than, volumes forecasted by the county’s 2040 model. Generally, the 2017 volumes, grown to 2040 are closer to the 2040 model volumes because AADTs for Lyman Blvd were higher in 2017 than 2019, potentially due to nearby construction. Based on this comparison, this study will continue to use the 2017 collected volumes as the base for this analysis with 1.5% compounded annual growth applied to the design year of 2023 and the analysis year of 2040. This approach was confirmed with Angie Stenson of Carver County via email. Table 2 Historical AADT Year AADT Lyman Blvd Lyman Blvd Lyman Blvd East of Powers Blvd West of Powers Blvd West of Audubon 2001 2900 ‐ ‐ 2003 3250 13000 15000 2005 2850 11100 13400 2007 2900 12000 15300 2009 2700 8800 11300 2011 2450 8200 8600 2012 ‐ 8800 9400 2013 2850 ‐ ‐ 2014 ‐ 9700 ‐ 2015 4000 ‐ 14600 2017 3850 11000 13000 2019 4150 ‐ 11900 2021 4007 ‐ ‐ 114 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 11 Table 3 - Growth Comparison Location 2017 AADT1 2019 AADT2 2040 with 1.5% Growth on 20173 2040 with 1.5% Growth on 20193 2040 Carver County Projections4 Lyman Blvd West of Powers Blvd 11,000 9,500 15,492 n/a 16,400 Lyman Blvd West of Audubon 13,000 11,900 18,309 16,268 Lyman Blvd East of Powers Blvd 5,100 4,350 7,183 5,947 7,200 Powers Blvd South of Lyman Blvd 11,300 n/a 15,915 n/a 19,000 Powers Blvd North of Lyman Blvd 9,300 9,900 13,098 13,534 11,500 1. 2017 AADT Volumes provided by Whitney Schroeder of Carver County Public Works 2. 2019 AADT Volumes obtained from MnDOT Traffic Mapping Application. 3. 1.5% growth compounded annually from count year as noted. 4. Carver County projected 2040 volumes as provided by Scenario 3 of Carver County’s 2040 Comprehensive Plan. The 1.5% compound annual growth was applied to the existing turning movement and ADT volumes from the 2017 AUAR study to produce 2040 volumes without the proposed development as shown in Figure 5. Figure 5 - No Build Turning Movement Volumes 115 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 12 These volumes were applied to the Synchro model to obtain delay, LOS, and queue results for each of the study intersections. As shown in Table 4, with projected 2040 volumes without the proposed development all movements at all study intersections will operate at LOS D or better during both the AM and PM peak hours. Table 4 - No Build 2040 Intersection Operations Intersection Control Approach Movement 2040 No Build AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Lyman Blvd & Sunset Trail TWSC Lyman Blvd EBL 10.5 B 0 8.7 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 0 A 0 0 A 0 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 0 A ‐ 0 A ‐ Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 0 A ‐ 0 A ‐ Sunset Trail SBL 25.8 D 7.5 18.1 C 5 Sunset Trail SBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signal Lyman Blvd EBL 29.7 C 94 26.8 C 98 Lyman Blvd EBT 42.8 D 228 74 E #422 Lyman Blvd EBR 3.4 A 23 8.1 A 81 Lyman Blvd WBL 23.8 C 32 29.3 C 70 Lyman Blvd WBTR 41.9 D 151 34.2 C 127 Powers Blvd NBL 31.9 C 250 23 C 95 Powers Blvd NBLT 17.8 B 180 18.2 B 154 Powers Blvd NBR 1.6 A m12 1 A M2 Powers Blvd SBL 52.4 D 107 55.2 E 123 Powers Blvd SBT 34.1 C 115 54.2 D #338 Powers Blvd SBR 6.5 A 47 1 A 0 Overall 28.3 C ‐ 35.5 D ‐ 116 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 13 Powers Blvd & Bluff Creek Blvd Signal Bluff Creek Blvd EBL ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBL 36.8 D 64 34.4 C 206 212 Off Ramp WBT ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBR 23.7 C 39 2.3 A 0 Powers Blvd NBL ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBLT 10.1 B 61 13.6 B 87 Powers Blvd NBR m0 0 A m0 Powers Blvd SBL 2.5 A 6 6.7 A m34 Powers Blvd SBT 1.6 A 10 2.9 A m27 Powers Blvd SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 14.2 B ‐ 11.6 B ‐ SITE TRAFFIC The existing site is currently undeveloped and generates no vehicular trips beyond construction traffic. The 2017 AUAR was completed prior to a planned unit development (PUD) amendment that had been issued for this site, dated September 12, 2022. The PUD amendment plan shown previously in Figure 2, does not include the Southeast (SE) quadrant of the development whereas the prior development plan, shown in Figure 3, does. The SE quadrant includes additional retail space, a hotel, and office space. The analyses in the following sections will treat both cases separately as the SE quadrant may eventually develop with this or another development plan, but at this time there is not an approved PUD that includes this area. Table 5 and Table 6 show the estimated trips that will be generated as a result of the development with and without the SE quadrant respectively. Trip generation was calculated using the 11th Edition of the Trip Generation Manual and the NCHRP 8-51 Internal Capture Tool. As a result of this, the values shown in Table 6 are not identical to the “Updated Avienda Development-Driven Trip Generation” Memorandum dated July 26, 2022, which utilized the 10th edition of the Trip Generation Manual rates. The total site generated, driveway, and net new trips saw an increase due to changes in the ITE equations and rates; however, the land use, land use intensity, and overarching methodology have remained the same. Similarly, the values in Table 5 are not identical to the previously submitted ICE report dated November 18, 2022, which utilized the 10th edition of the Trip Generation Manual rates. The NCHRP 8-51 worksheets are included in Appendix G. 117 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 14 Table 5. Development Plan Trip Generation Estimation without SE Quadrant (2022 PUD Development Plan) Land Use LUC Intensity Unit Trip Generation Values Daily AM Total (In/Out) PM Total (In/Out) Day Care Center 565 10,000 SF 476 110 (58/52) 111 (52/59) Retail 820 151,000 SF 9,806 223 (138/85) 759 (364/395) Restaurant 932 28,000 SF 3,002 268 (147/121) 253 (155/99) Residential‐ Attached (Apartments) 221 417 DU 1,893 172 (40/132) 163 (99/64) Residential‐ Attached (Senior Living) 252 300 DU 972 60 (20/40) 75 (42/33) Residential‐ Attached (Townhomes) 220 92 DU 665 51 (12/39) 60 (38/22) Total Site Generated Trips 16,814 884 (416/468) 1,422 (751/671) Internal Capture Reduction 846 116 (58/58) 488 (244/244) 13% (14%/12%) 34% (33%/36%) Total Driveway Trips 15,969 768 (358/410) 934 (506/428) Pass‐By Reduction 4,344 0 (0/0) 378 (195/183)) Total Net New Trips 11,625 768 (358/410) 566 (311/245) 118 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 15 Table 6. Development Plan Trip Generation Estimation with SE Quadrant Land Use LUC Intensity Unit Trip Generation Values Daily AM Total (In/Out) PM Total (In/Out) Day Care Center 565 10,000 SF 476 110 (58/52) 111 (52/59) Retail 820 167,000 SF 10,224 232 (144/88) 816 (392/425) Restaurant 932 28,000 SF 3,002 268 (147/121) 253 (155/99) Office 710 150,000 SF 1,651 237 (209/28) 232 (40/193) Residential‐ Attached (Apartments) 221 417 DU 1,893 172 (40/132) 163 (99/64) Residential‐ Attached (Senior Living) 252 300 DU 972 60 (20/40) 75 (42/33) Residential‐ Attached (Townhomes) 220 92 DU 665 51 (12/39) 60 (38/22) Hotel 310 100 Rooms 799 43 (24/19) 46 (24/23) Total Site Generated Trips 19,682 1173 (654/519) 1758 (841/917) Internal Capture Reduction 1,854 276 (138/138) 655 (328/328) 24% (21%/27%) 37% (39%/36%) Total Driveway Trips 17,829 897 (516/381) 1103 (514/589) Pass‐By Reduction 4,465 0 (0/0) 395 (203/192) Total Net New Trips 13,363 897 (516/381) 845 (377/468) Tables 5 and 6 Notes and Assumptions 1. For restaurants, reasonable land use options were Fast Casual, High Quality, and High-Turnover (Sit-Down). Used High-Turnover (Sit- Down) land use because it had trip generation numbers in the middle of all three options. This analysis assumes the restaurants will be open during morning peak hours. AM Totals should not be used if the restaurants will not be open during AM peak traffic on adjacent street. 2. One of the retail land uses includes a grocer, and two of the residential-attached (apartment) land uses include senior living facilities. In this analysis, grocer and senior living facilities were not specifically used for trip generation, but they could be broken out to give a more specific estimate. 3. Internal Capture Reduction: Land use interchange distances were omitted from the calculation. It was assumed that 100% of trips would be motor vehicle trips (0% transit and 0% non-motorized). Vehicle occupancy of 1 was assumed. 4. Pass-By Reduction: Pass-by rates obtained from the 11th Edition of the ITE Trip Generation Manual included 44% for Daycare, 29% for Shopping Center and 43% for High-Turnover (Sit-Down) Restaurant. Site generated traffic from both the original trip generation and updated PUD trip generation described above was assigned to the study intersections based on the site trip assignment assumptions from the 2017 AUAR study. Based on that study, the inbound and outbound percent distribution assumption is shown in Figure 6. It is assumed that 8% of generated trips will enter and exit through the new connections of Bluff Creek Boulevard to the west, and the remainder will enter and exist through the main access points of Lyman Boulevard at Sunset Trail and Powers Boulevard at Bluff Creek Boulevard/T.H. 212 SB Ramps. The site generated trips were assigned to the study intersections based on the distribution outlined in Figure 6 below. The residential only scenario site generated trips are shown in Figure 7, and the full buildout of the site with and without the SE quadrant respectively are shown in Figures 8 and 9. 119 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 16 Figure 6. Inbound / Outbound Trip Distribution Figure 7. Residential Only Trip Site Generated Traffic Assignment 120 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 17 Figure 8. Full Buildout Without SE Quadrant - Site Generated Traffic Assignment Figure 9. Full Buildout with SE Quadrant - Site Generated Traffic Assignment 121 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 18 TRAFFIC IMPACT OF PROPOSED DEVELOPMENT Site generated traffic assignments were added to the 2025 and 2040 Base future condition volumes to obtain future year build forecasted traffic volumes. Trips generated by only the residential portion of the site was also considered for a likely near-term scenario, as the intended phasing of the site will include early construction of the townhome residential units, with assumed completion in 2025, with the retail to follow once the adjacent residential occupancy provides a local market demand. The following scenarios were developed, and the resulting volumes are shown in Figures 10 through 12.  2025 Build TMC related to residential land use only (near term scenario)  With Approved PUD Development (without the SE Quadrant): o 2040 Build TMC (long term scenario)  With Prior Assumed Development (with the SE Quadrant) o 2040 Future TMC (long term scenario) Figure 10 - 2025 Build Residential Only Future Traffic Volumes 122 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 19 Figure 11 – 2040 Buildout Volumes without Southeast Quadrant Figure 12 - 2040 Buildout Volumes without Southeast Quadrant 123 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 20 The volumes shown in the figures above were applied to the Synchro model to produce LOS, delay and 95th percentile queue measures for each of the study intersections. At the intersection of Lyman Boulevard and Sunset Trail, the existing TWSC traffic control was analyzed for the interim 2025 Residential condition, as well as the recommended signal at 2040 full buildout as per the draft ICE analysis for this location. The ICE analysis also considered a roundabout at this location, which was not recommended due to impacts to utilities and an existing private driveway and thus has not been included in this document. These analysis scenarios are summarized in Table 7through Table 9. Table 7 - 2025 Residential Only Near Term Intersection Operations Intersection Control Approach Movement 2025 – Residential Build Only (Near Term Scenario) AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd TWSC Lyman Blvd EBL 9.6 A 0 8.3 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 8.1 A 0 9.3 A 2.5 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 21.8 C 12.5 26.2 D 10 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 9.5 A 2.5 10.8 B 2.5 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 19.4 C 5 15.4 C 2.5 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 29.5 C 74 25.8 C 81 Lyman Blvd EBT 40.6 D 172 59.8 E #306 124 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 21 Lyman Blvd EBR 1.3 A 0 8.3 A 72 Lyman Blvd WBL 25.2 D 29 26.1 C 58 Lyman Blvd WBT 40.9 D 124 31.9 C 106 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 27.5 C 177 23.2 C 84 Powers Blvd NBT 13.2 B 151 16.1 B 140 Powers Blvd NBR 1.2 A m10 0.7 A m2 Powers Blvd SBL 49.7 D 88 51.8 D 102 Powers Blvd SBT 30.6 C 95 41.1 D #255 Powers Blvd SBR 3.4 A 27 0.7 A 0 Overall 25.1 C ‐ 29.9 C ‐ Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 45.9 D 39 44.5 D 27 Bluff Creek Blvd EBT 45.3 D 25 44.3 D 17 Bluff Creek Blvd EBR 2.8 A 0 1.3 C 0 SB Off Ramp WBL 43.3 D 61 39.2 F 171 SB Off Ramp WBT 37.0 D 36 28.8 D 65 SB Off Ramp WBR 10.9 B 87 6.7 F 72 Powers Blvd NBL 12.1 B m15 16.8 C m31 Powers Blvd NLT 12.7 B 143 16.4 B 78 Powers Blvd NBR 0.0 A m0 0.0 B m0 Powers Blvd SBL 4.6 A 20 8.4 B 67 Powers Blvd SBT 3.7 A 34 5.9 A 75 Powers Blvd SBR 0 A 0 0.1 A m0 Overall 12.9 B ‐ 15.1 B ‐ 125 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 22 Table 8 - 2040 Full Buildout - Without SE Quadrant Intersection Operations Intersection Control Approach Movement 2040 – Without SE Quadrant AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd TWSC Lyman Blvd EBL 10.6 B 0 8.7 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 8.8 A 5 10.4 B 5 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 63.1 F 85 64.7 F 55 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 10.1 B 5 11.9 B 5 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 32.1 D 10 21.5 C 5 Sunset Trail SBR ‐ ‐ ‐ 8.7 A ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail & Lyman Blvd Signalized Lyman Blvd EBL 6.9 B 8 6.5 A 7 Lyman Blvd EBT 7.5 A 79 9.0 A 158 Lyman Blvd EBR 1.8 A 15 1.9 A 14 Lyman Blvd WBL 7.2 A 24 8.1 B 23 Lyman Blvd WBT 9.7 A 194 7.8 A 95 Lyman Blvd WBR 1.6 A 3 1.6 A 3 126 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 23 Sunset Trail NBL 27.8 C 83 26.2 C 55 Sunset Trail NBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBR 0.2 A 0 0.2 A 0 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 11.2 B 16 11.2 B 16 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 10.2 B ‐ 9.5 A Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 31.1 C 107 27.7 C 110 Lyman Blvd EBT 42.1 D 235 73.8 E #443 Lyman Blvd EBR 2.5 A 13 7.9 A 81 Lyman Blvd WBL 23.6 C 33 29.5 C 70 Lyman Blvd WBT 43.6 D 164 35.4 D 138 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 28.1 C 252 22.2 C 102 Powers Blvd NBT 14.9 B 129 17.8 B 178 Powers Blvd NBR 0.4 A m0 0.6 A m3 Powers Blvd SBL 52.4 D 108 55.2 E 123 Powers Blvd SBT 35.2 D 126 56.5 E #330 Powers Blvd SBR 7.7 A 58 2.7 A 13 Overall 27.1 C ‐ 35.7 D ‐ Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 46.5 D 68 47 D 51 Bluff Creek Blvd EBT 44.2 D 42 46 D 31 Bluff Creek Blvd EBR 16.5 F 74 6.9 A 17 SB Off Ramp WBL 36.6 D 67 35 D 206 127 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 24 SB Off Ramp WBT 37.8 D 118 30.1 C 118 SB Off Ramp WBR 21.9 F 172 6.4 A 78 Powers Blvd NBL 18.4 C m88 25.3 C m69 Powers Blvd NBLT 18.8 B 222 21 C 107 Powers Blvd NBR 0.0 A m0 0.1 A m0 Powers Blvd SBL 10.1 B 34 22.8 C m#113 Powers Blvd SBT 8.1 A 61 11.4 B m122 Powers Blvd SBR 0.1 A 0 0.1 A m0 Overall 19.9 B ‐ 18.8 B ‐ Table 9 - 2040 Full Buildout With SE Quadrant Intersection Operations Intersection Control Approach Movement 2040 – With SE Quadrant AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd Signalized Lyman Blvd EBL 6.9 A 8 6.5 A 7 Lyman Blvd EBT 7.5 A 79 9.0 A 158 Lyman Blvd EBR 1.6 A 18 1.7 A 17 Lyman Blvd WBL 7.6 A 32 8.7 A 31 Lyman Blvd WBT 9.7 A 194 7.8 A 95 Lyman Blvd WBR 1.6 A 3 1.6 A 3 Sunset Trail NBL 27.5 C 78 28.2 C 91 Sunset Trail NBLT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBR 0.2 A 0 0.4 A 0 128 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 25 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 11.2 B 16 11.2 B 16 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 9.1 A ‐ 9.0 A ‐ Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 33.8 C 91 23.7 C 91 Lyman Blvd EBT 42.0 D 214 47.7 D 334 Lyman Blvd EBR 3.1 A 20 8.0 A 95 Lyman Blvd WBL 24.3 C 33 24.2 C 62 Lyman Blvd WBT 39.7 D 158 28.8 C 121 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 41.0 D #286 41.9 D 125 Powers Blvd NBLT 12.8 B 119 20.3 C 198 Powers Blvd NBR 0.3 A m1 0.2 A m0 Powers Blvd SBL 52.3 D 108 54.4 D 123 Powers Blvd SBT 27.3 C 105 30.0 C 251 Powers Blvd SBR 7.1 A 69 3.9 A 34 Overall 27.8 C ‐ 27.3 C Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 46.4 D 66 45.1 D 71 Bluff Creek Blvd EBT 44.2 D 40 42.7 D 44 Bluff Creek Blvd EBR 16.6 B 73 19.2 B 92 SB Off Ramp WBL 35.5 D 67 34.9 C 206 SB Off Ramp WBT 41.3 D 167 29.3 C 134 129 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 26 SB Off Ramp WBR 20.4 C 170 5.7 A 64 Powers Blvd NBL 19.7 B m125 31.7 C m114 Powers Blvd NBLT 19.4 B 224 23.1 C 120 Powers Blvd NBR 0.0 A m0 0.1 A m0 Powers Blvd SBL 12.5 B 39 38.0 D m#172 Powers Blvd SBT 10.3 B 72 15.9 B m131 Powers Blvd SBR 0.2 A 1 0.2 A m0 Overall 20.7 C ‐ 23.0 C ‐ A traffic signal warrant analysis was performed for the intersection of Lyman Boulevard and Sunset Trail. The warrant was conducted as per the MN MUTCD. Future thirteen-hour counts were estimated at this location by applying hourly factors to the 2025 Build turning movement counts outlined above. Historic daily count data in hourly increments covering at least 24 hours was provided by Carver County. This data was used to develop hourly count factors comparing eastbound link volumes to the eastbound overall peak hour (PM) and westbound link volumes to the westbound overall peak hour (AM). These factors were then applied to the approach volumes at Sunset Trail to obtain factored future thirteen-hour counts. Those counts were then compared to MN MUTCD Chapter 4 Signal Warrant Analysis criteria for both the near term 2025 with the Residential Only scenario and the 2040 Approved PUD Build Volumes. Right turn volumes from the minor streets were adjusted using the NCHRP 457 recommended methodology, which is in alignment with the 2007 MnDOT ICE memo guidance for low volume right-turns like those at this location in that they both recommend reduction of the full minor street right-turn volume. The results are summarized below, and detailed signal warrant worksheets are contained in Appendix D. Under the current approved development plan a signal warrant would not be met at this location in the near term. By 2040 if 1.5% annual compounded growth is realized a signal may be warranted. In 2025 with site volumes based on only the residential portion of the Approved PUD development quantities:  Warrant 1 – Eight Hour Volume is not met based on the projected vehicular volumes.  Warrant 2 – Four Hour Volume is not met based on the projected vehicular volumes.  Warrant 3 – Peak Hour Volume is intended only for special circumstances where a large volume of traffic discharges onto a roadway in a short period of time, such as a manufacturing plant or industrial complex, and does not apply to this location.  Warrant 4 – Pedestrian Warrant was not analyzed since very limited existing pedestrian activity is present at the site under existing conditions and very few pedestrians are expected to cross Lyman Boulevard in the future. This may warrant future study.  Warrant 5 – School Crossing does not apply to this location as there is not an adjacent school.  Warrant 6 - Coordinated Signal System does not apply to this location as there is no indication that insufficient platooning exists along Lyman Boulevard. 130 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 27  Warrant 7 – Crash Experience is not met. This warrant requires at least five crashes in a consecutive 12- month period, and as discussed earlier there is only one intersection related crash at this location in 2013 and no crashes in more recent years.  Warrant 8 – Roadway network does not apply to this site as this site is not the intersections of two major routes. The only warrants were met in the 2040 Build scenario with the SE Quadrant included:  Warrant 2 – Four Hour Volume is met based on the projected vehicular volumes.  All other warrant results remain the same as the 2023 Approved PUD Plan scenario. Signal “Trigger” Analysis By request of the City of Chanhassen and Carver County, an analysis was performed to identify the number of trips that would trigger an LOS change from LOS D to LOS E, which is less than desirable LOS, for the northbound left movement at the intersection of Lyman Boulevard and Sunset Trail with the existing TWSC intersection control. Using Synchro 11, it was identified that 73% of the total trips for full buildout would trigger an LOS change. Table 10 below compares the number of total trips to the number of trips that would trigger an LOS change and the potential need for a signal. Table 10 - Trigger Point Trip Generation Daily AM Total (In/Out) PM Total (In/Out) Total New Trips 17,829 897 (516/381) 845 (377/468) Trigger Trips 13,015 655 (377/278) 617 (275/342) Ingress and Egress Safety and Sight Distance Two planned access points are located at the existing intersections of Lyman Boulevard at Sunset Trail and Powers Boulevard at the T.H. 212 SB Ramps. Existing conditions at these intersections include flat grades with no visual obstructions that would limit sight distance. The proposed access legs at these intersections will maintain the existing sight distances. The proposed layout also connects the internal layout of the Avienda site to the adjacent Liberty on Bluff Creek residential development via Bluff Creek Boulevard and Mills Drive. No existing safety issues were noted based on the crash data discussed above. As the development builds out and volumes increase, exposure for northbound traffic and westbound inbound lefts at the currently TWSC intersection of Lyman Boulevard and Sunset Trail will increase as those volumes increase with the potential for left turn/right angle crashes. The recommended traffic signal is suited to help mitigate that specific crash type. Turn phasing for the signal should be considered at the time of detailed design with a focus on safety. Internal Circulation Internal circulation on the site will be provided by Bluff Creek Boulevard, Sunset Trail and Avienda Parkway. There are three single lane roundabouts planned on the site, which will facilitate efficient and safe movement of vehicular traffic within the site. The internal circulation plan also includes connection to the adjacent development through Mills Drive and Bluff Creek Boulevard to promote reduced internal trips, walkability, and ample travel choice. 131 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 28 Pedestrian circulation is provided with sidewalks and paths planned adjacent to all the main internal roadways named previously. The internal pedestrian and bicycle connections will provide connection to the existing asphalt sidepath on the north side of Lyman Boulevard and on the west side of Powers Boulevard in the vicinity of the site for easy multimodal access to and from the site. 132 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 29 PROBLEM AREAS CONGESTION Based on the analysis summarized above, the southbound left and through and eastbound through movements at the intersection of Powers Boulevard and Lyman Boulevard are forecast to operate at undesirable LOS E during the PM peak hour under 2040 full buildout conditions. A simple optimization of the signal timing splits was tested at this location to better accommodate the site volumes, and with that change all movements are forecast to operate at LOS D or better. The existing TWSC traffic control at the intersection of Lyman Boulevard and Sunset Trail will not be adequate for the full buildout of the proposed site. A detailed ICE analysis has been prepared for this intersection, which currently recommends a signalized intersection for the ultimate buildout. With a signalized intersection in this location no congestion issues are expected, and all movements are forecast to operate at LOS D or better during both peak hours under full buildout conditions. Similarly, an ICE analysis was previously conducted and approved for the intersection of Powers Boulevard at T.H. 212, which recommended modifications to the existing signal to provide the following configuration:  Eastbound: One dedicated left turn lane, one thru lane and one dedicated right turn lane; protected- permissive left turn phasing  Westbound: Two dedicated left turn lanes, one thru lane and one dedicated right turn lane; protected- only left turn phasing  Northbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane; protected- permissive left turn phasing  Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane; protected- permissive left turn phasing With the proposed layout the intersection is forecast to operate at LOS D or better during both the AM and PM peak hours in all movements. Generally, no new congestion issues or other undue traffic impacts are expected as result of the Avienda development. CRASH ANALYSIS MNDOT provided a summary of crashes spanning the years 2013-2021 for the intersection of Lyman Boulevard at Sunset Trail, and for the years 2016 to 2021 at the intersection of Powers Boulevard at Bluff Creek/T.H. 212 Ramps for the previously completed ICE analyses at these locations and is included in Appendix B. Focusing on the three most recent years of data, 2019-2021 a single property damage related crash was reported in 2021 near Lyman Boulevard and Sunset Trail where the driver struck a deer, making the incident not related to the intersection. At the intersection of Powers Boulevard at Bluff Creek Boulevard/T.H. 212 Ramps, in terms of crash type, the highest frequency of crashes at this intersection are sideswipes – same direction crashes, comprising nearly 60% of all crashes at this intersection. Sideswipe crashes may occur when turning movements have two (or more) turn lanes. Recommended mitigation measures, as it relates to the construction of Bluff Creek Boulevard, to reduce sideswipe collisions include: 133 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 30  Add turn path markings for the westbound dual left turn lane movements.  Replace the advanced lane assignment signage for the westbound approach.  Improved signal timing, including operating dual left turn lane movements as protected-only during the day and protected-permissive overnight. 134 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 31 RECOMMENDED IMPROVEMENTS AND MITIGATION MEASURES Based on the problem areas identified above the following mitigation measures are recommended:  Installation of a traffic signal at the intersection of Lyman Boulevard and Sunset Trail at such time that it is warranted, with three northbound lanes to provide future flexibility.  Modification to the intersection of Powers Boulevard at Bluff Creek Boulevard to provide full access to the planned site with lane uses outlined previously.  Signal optimization at Powers Boulevard at Lyman Boulevard as traffic patterns shift in the future. 135 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 32 CONCLUSION The three study intersections currently operate at acceptable levels of service D or better. In the 2040 future background condition without the proposed development, all intersections will continue to operate at LOS D or better during both peak hours. The subject site is planned to include a mix of residential and retail development, with an assumed potential for additional retail and office in the southeast quadrant. With the SE quadrant, the potential full buildout of the site was calculated to include up to 897 AM peak hour trips and 845 PM peak hour trips, which have been assigned to the three study intersections in this analysis. The intersection of Lyman Boulevard at Sunset Trail is recommended for construction of a signal at an interim stage when approximately 73% of full buildout trip generation occurs to mitigate the LOS F at the northbound approach. With the proposed signal at full build out, the intersection of Lyman Boulevard at Sunset Trail is forecast to operate at LOS C or better on all movements during both the AM and PM peak hours. The intersection of Powers Boulevard at Bluff Creek Boulevard is planned for modifications that will include signal changes and a new eastbound leg. With the planned signal and lane use modifications at Powers Boulevard and Bluff Creek Boulevard it will operate at LOS D or better in all approaches. With full buildout of the Avienda development and optimization of the traffic signal timings, the intersection of Powers Boulevard at Lyman Boulevard will also operate at LOS D or better during both peak hours. The site plan as shown will provide adequate internal circulation for both drivers and pedestrians, as well as adequate ingress and egress sight distance. No undue impact that will not be mitigated by the planned access improvements has been identified by this study. 136 AVIENDA TRAFFIC IMPACT ANALYSIS APPENDIX A STUDY RELATED CORRESPONDENCE AND PRIOR STUDY REFERENCES 137 NOT TO SCALE N Lyman Blvd Audubon RoadPowers Blvd212 Pioneer Trail EXHIBIT 3 EXISTING CONDITIONS PEAK HOUR TRAFFIC VOLUMES LEGEND Existing Intersection Site Location Undeveloped Area AM (PM) Peak Hour Volumes AADT Volumes XX (XX) X,XXX 208 (599) 139 (273) 11 (5) 263 (80)425 (166)203 (167)243 (532) 52 (219) 104 (340) 329 (259)10 (9)456 (238)108 (63)170 (429) 62 (74) 184 (156) 20 (55) 72 (60)44 (24)406 (169)335 (304) 72 (83) 150 (249) 105 (267)5 (5)5 (5) 693 (383) 5 (5) 5 (5) 322 (594)168 (472)51 (132) 75 (223) 77 (64) 551 (269) 209 (120)3 (10)23 (48) 165 (66) 191 (538)8 (27)44 (130)21 (23)76 (87)50 (22) 8 (12)574 (300)69 (137)48 (21)56 (23) 74 (72) 23 (68) 14 (41) 103 (90)72 (201)103 (295) 91 (109) 128 (304) 75 (262) 67 (69)298 (128)156 (126)321 (117) 106 (75) 262 (212) 84 (146)0 (6)185 (484) 45 (124) 0 (2) 33 (19) 155 (61)24 (50)3 (5)467 (180) 12 (7) 8 (0) 0 (0)155 (216)82 (93) 585 (233) 113 (155) 155 (41) 245 (506)13 (0)20 (6) 7 (2) 633 (217) 68 (222) 39 (10)190 (90)401 (166)42 (7) 8 (2) 203 (455) 149 (373)52 (52)185 (549) 21 (21)581 (211) 52 (52) 21 (21)8,6008,1009,200 9,60038,00010,5002,200 1 2 , 1 0 0 14,600 13,6009,8009,6004,900 46,0009,700 3,200 1,600 138 NOT TO SCALE N Lyman Blvd Audubon RoadPowers BlvdPioneer Trail212Sunset TrailEXHIBIT 4 FUTURE YEAR (2022) TRIP GENERATION & DISTRIBUTION SUMMARY 3% LEGEND Site Location Undeveloped Area Site Traffic Distribution Total Site Traffic (Inbound/Outbound) X% XX (XX/XX) 5% 10% 10% 10% 2% 30% 15% Option A Option B Daily 14,265 9,446 AM Peak 1,065 (620/445) 680 (420/260) PM Peak 1,330 (575/755) 865 (375/490) Option A Option B Daily 3,676 4,840 AM Peak 455 (345/110) 680 (590/90) PM Peak 455 (125/330) 650 (115/535) Option A Option B Daily 3,065 3,065 AM Peak 405 (355/50) 405 (355/50) PM Peak 425 (50/375) 425 (50/375) 5% 10% 139 1 Barbara Mosier From:Whitney Schroeder <wschroeder@co.carver.mn.us> Sent:Tuesday, May 23, 2023 2:53 PM To:Barbara Mosier Cc:Angie Stenson; Darin Mielke; Bender, George; Howley, Charles; Henricksen, Erik; Jack Johansen; Steven Sabraski; Jeremy Chrzan; Leon Yacoubian Subject:RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Hi Barbara, I have added my responses to your email below in red. Please let me know if there is anything else you need from me. Thanks! Whitney Schroeder, PE, PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Monday, May 22, 2023 4:18 PM To: Whitney Schroeder <wschroeder@co.carver.mn.us> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Subject: RE: Lyman Blvd at Sunset Trail ICE Report EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. Thank you Whitney! I just wanted to verify our understanding of the requirements of this TIA. The couple of items you were going to confirm are highlighted in yellow: We will be performing a TIA analysis as per the Traffic Impact Analysis Guidelines in Appendix A of the August 3, 2016 Development Review Process document. Study Area – 1. Lyman Blvd at Sunset Trail 2. Lyman Blvd at Powers Blvd 3. Powers Blvd at Bluff Creek /212 SB Ramps Study Scenarios ‐ Existing Conditions/No Build – Whitney to confirm whether this is unnecessary 140 2  Existing Conditions – Yes, necessary  Forecasted No Build – No, not necessary Future – Whitney to confirm that there are not additional planned changes to the lane use at Lyman Blvd/Powers Blvd (as in the 2018 memo) that should be assumed in future conditions  No expected changes, please use the same configuration as it is currently. Build Years remain as in Lyman Blvd/Sunset Trail ICE Analysis Lyman/Sunset Build Alternatives – to remain the same as in ICE, with the addition of either a RIRO or ¾ Access – Whitney to confirm which  Only necessary to analyze the ¾ Access with the following movements: o NB & SB Lefts – restricted o EB & WB Lefts – allowed o All Rights ‐ allowed Base Data, growth methodology, and trip generation may remain the same as in ICE Criteria for "concerning" "unacceptable" impact ‐ LOS D or better on all approaches Travel Demand Management Plan – not required for this study. This TIA will incorporate the control alternatives analysis and “trigger point” analysis from the ICE study, and address the comments received on the most recent submittal for that study and a separate revised ICE submittal will not be required. This TIA will also fulfill the requirement for an updated trip generation memo at Powers/Bluff Creek/212 SB Ramps. – Whitney to Confirm  ICE Report for Lyman/Sunset: Yes, an updated ICE Report will still be necessary to submit apart from this TIA. The purpose of this TIA is for the County only, but the ICE report will need State Aid’s approval and signature. 141 3  ICE Report for Powers/Bluff Creek/212 SB Ramps: Pending on the findings of the TIA. As long as the proposed alternative for the intersection doesn’t change significantly from the previously approved ICE Report’s recommendations, an updated ICE Report is not required. Looking forward to confirmation on the highlighted items. Please let me know if there’s anything else above that doesn’t match your expectations. Thank you! Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Whitney Schroeder <wschroeder@co.carver.mn.us> Sent: Thursday, May 18, 2023 2:18 PM To: Barbara Mosier <bmosier@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Hi Barbara, As requested, here is a link to a previously completed TIA for your reference: 2021‐09‐03 24434 Traffic Impact Analysis.pdf Thanks, Whitney Schroeder, PE, PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Tuesday, May 16, 2023 11:13 AM To: Whitney Schroeder <wschroeder@co.carver.mn.us>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report 142 4 EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. Hi Whitney – Can we schedule a meeting to review your comments, and the TIA scope needs? My schedule is fairly flexible over the next few days outside of 10‐1:30 CDT tomorrow or 8 AM Thursday. If you have an example TIA you could provide, that would be helpful so we can make sure we’re formatting everything in the way that would be easiest for you to review. As a starting point I’ve reviewed the TIA requirements here ‐ is that the correct guideline document for this? Thank you, Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Whitney Schroeder <wschroeder@co.carver.mn.us> Sent: Thursday, May 4, 2023 1:23 PM To: Barbara Mosier <bmosier@tooledesign.com>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Barbara, Attached are my comments for the revised ICE report. Please let me know if you have questions or would like to discuss. Thanks, Whitney Schroeder, PE PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Friday, April 28, 2023 4:27 PM To: Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report 143 5 EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. All, Please find at this share link a revised ICE report for Sunset and Lyman, which includes all requested edits, as well as a comment response memo tracking the comments received and changes made. The file size has gotten a bit high with the appendix material, please let me know if you have any issues with the share link. Revised ICE Report ‐ Deliverable https://tooledesign.egnyte.com/fl/qE3GsQJUCR Password:s4aoELjG8DyB Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Henricksen, Erik <ehenricksen@chanhassenmn.gov> Sent: Monday, April 10, 2023 5:19 PM To: Barbara Mosier <bmosier@tooledesign.com>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Barbara, See attached. After you have reviewed the comments the City and County would be open to another virtual meeting to discuss any of them and coordinate next steps with the developer and the ultimate build‐out. Thank You, Erik Henricksen, PE Project Engineer CITY OF CHANHASSEN PH. 952.227.1165 FX. 952.227.1170 www.ChanhassenMN.gov 144 6 From: Barbara Mosier <bmosier@tooledesign.com> Sent: Friday, April 7, 2023 9:25 AM To: Jack Johansen <jjohansen@co.carver.mn.us>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us> Subject: RE: Lyman Blvd at Sunset Trail ICE Report Thank you for sending your comments. Erik – can you confirm whether will Chanhassen also be providing comments? Thank you, Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Jack Johansen <jjohansen@co.carver.mn.us> Sent: Friday, April 7, 2023 10:00 AM To: Barbara Mosier <bmosier@tooledesign.com>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us> Subject: RE: Lyman Blvd at Sunset Trail ICE Report Jack Johansen (jjohansen@co.carver.mn.us) has sent you a protected message. Read the message Learn about messages protected by Microsoft Purview Message Encryption. Privacy Statement Learn More on email encryption. Microsoft Corporation, One Microsoft Way, Redmond, WA 98052 145 AVIENDA TRAFFIC IMPACT ANALYSIS APPENDIX B CRASH DATA 146 Year Hour Crash Severity No. Killed No. Vehicles Officer Narrative Lighting Condition Weather Surface Condition 2013 15 Possible Injury Crash 0 2 On 10/24/2013 at 1512 hours, there was a two vehicle personal injury crash near the intersection of CSAH 18 and Sunset Trail in the city of Chanhassen. Unit 1 was traveling eastbound on CSAH 18 and had to brake quickly for the vehicle in front of him. Unit 1 stated he moved into the westbound lane to avoid a crash. Unit 2 was traveling eastbound behind Unit 1. Unit 2 stated she saw the vehicle in front of her stop quickly and she tried to avoid the crash and struck the rear of Unit 1. Unit 1 sustained minor damage to the rear of the vehicle. Unit 2 sustained severe damage to the front. Unit 1 was driven from the scene and reported no injuries. Unit 2 was towed by Shakopee Towing. Driver 2 was checked and cleared by Ridgeview Paramedics. Driver 2 refused transport. No citations were issued for this incident. Daylight Cloudy Dry 2013 7 Property Damage Only Crash 0 1 On 12/04/2013 at 0730 hours there was a single vehicle crash near the intersection of Lyman Blvd. and Sunset Trail in the city of Chanhassen. I noticed a green in color van in the northbound ditch. The vehicle as not occupied and no driver was present. Vehicle is held for resale and I was unable to make contact with the owner of the vehicle. The van entered the ditch and struck a chain link fence causing damage to approximately 4-6 sections of the fence. The vehicle was left at location. The owner of the fence was notified and was given the case number for the incident. Sunrise Snow Snow 2014 19 Property Damage Only Crash 0 1 Unit 1 was Eastbound on Lyman and struck a deer. Vehicle was drivable. No injuries.Dark (Street Lights Off)Rain Wet 2016 14 Property Damage Only Crash 0 1 I observed a vehicle parked on the side of the road with its windshield smashed. I attempted to talk the driver but there was a language barrier. From what I could collect the driver was traveling westbound on Lyman Blvd. when she lost control striking a sign near the intersection of Lyman Blvd and Sunset Blvd. The driver could not say why she lost control of the vehicle. The vehicle sustained moderate damage to the front end and was towed from the scene. Daylight Clear Dry 2021 18 Property Damage Only Crash 0 1 Unit 1 was traveling eastbound on Lyman Blvd near Sunset Trl when a deer struck Unit 1. Unit 1 sustained damage to the rear driver's side door, rear driver's side body panel and rear driver's side tail light.Daylight Clear Dry 147 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX C SYNCHRO REPORTS 148 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION T WO-WAY STOP CONTROLLED 149 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2023 EXISTING CONDITIONS 150 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 352 0 0 758 5000505 Future Volume (vph) 5 352 0 0 758 5000505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 5 378 0 0 815 5000505 Shared Lane Traffic (%) Lane Group Flow (vph) 5 378 0 0 815 50000100 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.0% ICU Level of Service A Analysis Period (min) 15 151 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 352 0 0 758 5000505 Future Vol, veh/h 5 352 0 0 758 5000505 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 378 0 0 815 5000505 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 820 0 0 378 0 0 796 1208 189 1014 1203 408 Stage 1 ------388388-815815- Stage 2 ------408820-199388- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 805 - - 1177 - - 278 182 821 193 183 593 Stage 1 ------607607-338389- Stage 2 ------591387-784607- Platoon blocked, % - - - - Mov Cap-1 Maneuver 805 - - 1177 - - 274 181 821 192 182 593 Mov Cap-2 Maneuver ------274181-192182- Stage 1 ------603603-336389- Stage 2 ------586387-779603- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 17.9 HCM LOS A C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 805 - - 1177 - - 290 HCM Lane V/C Ratio - - - 0.007 -----0.037 HCM Control Delay (s) 0 0 0 9.5 - - 0 - - 17.9 HCM Lane LOS AAAA - -A - -C HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.1 152 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 79 164 115 22 201 79 444 366 48 68 186 118 Future Volume (vph) 79 164 115 22 201 79 444 366 48 68 186 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.401 0.646 0.950 0.950 Satd. Flow (perm) 747 1863 1583 1203 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 52 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 85 176 124 24 216 85 477 394 52 73 200 127 Shared Lane Traffic (%) Lane Group Flow (vph) 85 176 124 24 301 0 477 394 52 73 200 127 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 24.4 19.1 19.1 18.7 12.5 28.5 49.9 49.9 9.7 28.6 28.6 Actuated g/C Ratio 0.24 0.19 0.19 0.19 0.12 0.28 0.50 0.50 0.10 0.29 0.29 v/c Ratio 0.32 0.49 0.25 0.09 0.64 0.49 0.22 0.06 0.43 0.20 0.22 Control Delay 29.7 40.9 1.3 25.5 40.3 29.9 15.3 1.5 49.6 30.1 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 40.9 1.3 25.5 40.3 29.9 15.3 1.5 49.6 30.1 2.9 153 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 25.6 39.3 22.1 25.0 Approach LOS CDCC Queue Length 50th (ft) 41 91 0 11 80 138 81 0 45 52 0 Queue Length 95th (ft) 73 167 0 28 118 169 134 m6 86 90 20 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 279 421 535 283 686 978 1766 872 223 1012 577 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.30 0.42 0.23 0.08 0.44 0.49 0.22 0.06 0.33 0.20 0.22 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 26.1 Intersection LOS: C Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 154 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 114 0 360 0 499 48 57 266 0 Future Volume (vph) 0 0 0 114 0 360 0 499 48 57 266 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.452 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 834 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 458 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 123 0 387 0 537 52 61 286 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 123 0 387 0 537 52 61 286 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 10.0 8.0 69.1 69.1 79.5 79.5 Actuated g/C Ratio 0.10 0.08 0.69 0.69 0.80 0.80 v/c Ratio 0.36 0.71 0.22 0.04 0.08 0.10 Control Delay 44.7 9.6 6.1 0.1 1.1 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 155 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 44.7 9.6 6.1 0.1 1.1 0.9 LOS D A AAAA Approach Delay 18.1 5.6 0.9 Approach LOS B A A Queue Length 50th (ft) 38 0 68 1 2 5 Queue Length 95th (ft) 64 39 61 m0 6 10 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 378 810 2421 1170 727 2733 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.33 0.48 0.22 0.04 0.08 0.10 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 46.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 156 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 650 0 0 419 5000505 Future Volume (vph) 5 650 0 0 419 5000505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 5 699 0 0 451 5000505 Shared Lane Traffic (%) Lane Group Flow (vph) 5 699 0 0 451 50000100 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 157 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 650 0 0 419 5000505 Future Vol, veh/h 5 650 0 0 419 5000505 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 699 0 0 451 5000505 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 456 0 0 699 0 0 935 1165 350 811 1160 226 Stage 1 ------709709-451451- Stage 2 ------226456-360709- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1101 - - 893 - - 220 193 646 271 194 777 Stage 1 ------391435-557569- Stage 2 ------756567-631435- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1101 - - 893 - - 218 192 646 270 193 777 Mov Cap-2 Maneuver ------218192-270193- Stage 1 ------389433-554569- Stage 2 ------751567-628433- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 14.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 1101 - - 893 - - 401 HCM Lane V/C Ratio - - - 0.005 -----0.027 HCM Control Delay (s) 0 0 0 8.3 - - 0 - - 14.2 HCM Lane LOS AAAA - -A - -B HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.1 158 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 91 272 292 60 171 66 185 332 26 81 469 91 Future Volume (vph) 91 272 292 60 171 66 185 332 26 81 469 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.553 0.337 0.950 0.950 Satd. Flow (perm) 1030 1863 1583 628 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 314 50 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 98 292 314 65 184 71 199 357 28 87 504 98 Shared Lane Traffic (%) Lane Group Flow (vph) 98 292 314 65 255 0 199 357 28 87 504 98 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 27.3 18.9 18.9 24.7 17.6 28.5 44.6 44.6 10.0 23.6 23.6 Actuated g/C Ratio 0.27 0.19 0.19 0.25 0.18 0.28 0.45 0.45 0.10 0.24 0.24 v/c Ratio 0.29 0.83 0.57 0.28 0.40 0.20 0.23 0.04 0.49 0.60 0.19 Control Delay 25.8 59.1 8.4 25.9 30.7 24.1 16.8 0.6 51.7 39.5 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 59.1 8.4 25.9 30.7 24.1 16.8 0.6 51.7 39.5 0.8 159 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C E A C C C B A D D A Approach Delay 31.8 29.8 18.5 35.5 Approach LOS C C B D Queue Length 50th (ft) 43 176 0 28 59 52 82 1 53 160 0 Queue Length 95th (ft) 79 #293 70 57 97 76 121 0 100 221 1 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 358 391 580 243 686 978 1577 796 221 835 507 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.27 0.75 0.54 0.27 0.37 0.20 0.23 0.04 0.39 0.60 0.19 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 160 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 372 0 283 0 260 10 239 582 0 Future Volume (vph) 0 0 0 372 0 283 0 260 10 239 582 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.580 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1070 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 601 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 400 0 304 0 280 11 257 626 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 400 0 304 0 280 11 257 626 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 20.2 18.2 56.3 56.3 69.3 69.3 Actuated g/C Ratio 0.20 0.18 0.56 0.56 0.69 0.69 v/c Ratio 0.58 0.40 0.14 0.01 0.33 0.26 Control Delay 39.9 1.5 10.0 0.0 2.8 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 161 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 39.9 1.5 10.0 0.0 2.8 1.8 LOS D A AAAA Approach Delay 23.3 9.6 2.1 Approach LOS C A A Queue Length 50th (ft) 120 0 43 0 16 21 Queue Length 95th (ft) 167 0 66 m0 17 18 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 694 905 1971 992 788 2381 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.58 0.34 0.14 0.01 0.33 0.26 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 162 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 NO BUILD 163 Lanes, Volumes, Timings 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 453 0 0 976 0000707 Future Volume (vph) 7 453 0 0 976 0000707 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1863 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1863 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 8 487 0 0 1049 0000808 Shared Lane Traffic (%) Lane Group Flow (vph) 8 487 0 0 1049 00000160 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15 164 HCM 6th TWSC 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 2 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 453 0 0 976 0000707 Future Vol, veh/h 7 453 0 0 976 0000707 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 487 0 0 1049 0000808 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1049 0 0 487 0 0 1028 1552 244 1309 1552 525 Stage 1 ------503503-1049 1049 - Stage 2 ------5251049 - 260 503 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 659 - - 1072 - - 188 112 757 117 112 497 Stage 1 ------519540-243303- Stage 2 ------504303-722540- Platoon blocked, % - - - - Mov Cap-1 Maneuver 659 - - 1072 - - 183 111 757 116 111 497 Mov Cap-2 Maneuver ------183111-116111- Stage 1 ------513534-240303- Stage 2 ------496303-713534- Approach EB WB NB SB HCM Control Delay, s 0.2 0 0 25.8 HCM LOS A D Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 659 - - 1072 - - 188 HCM Lane V/C Ratio - - - 0.011 -----0.08 HCM Control Delay (s) 0 0 0 10.5 - - 0 - - 25.8 HCM Lane LOS AAAB - -A - -D HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.3 165 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 111 231 162 28 259 101 572 472 62 87 239 152 Future Volume (vph) 111 231 162 28 259 101 572 472 62 87 239 152 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.320 0.584 0.950 0.950 Satd. Flow (perm) 596 1863 1583 1088 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 51 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 119 248 174 30 278 109 615 508 67 94 257 163 Shared Lane Traffic (%) Lane Group Flow (vph) 119 248 174 30 387 0 615 508 67 94 257 163 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.1 21.9 21.9 22.3 14.9 28.5 44.2 44.2 10.3 23.4 23.4 Actuated g/C Ratio 0.29 0.22 0.22 0.22 0.15 0.28 0.44 0.44 0.10 0.23 0.23 v/c Ratio 0.43 0.61 0.33 0.11 0.70 0.63 0.33 0.08 0.52 0.31 0.32 Control Delay 29.7 42.8 3.4 23.8 41.9 31.9 17.8 1.6 52.4 34.1 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 42.8 3.4 23.8 41.9 31.9 17.8 1.6 52.4 34.1 6.5 166 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 27.3 40.6 24.2 28.7 Approach LOS CDCC Queue Length 50th (ft) 56 150 0 13 108 189 122 1 58 72 0 Queue Length 95th (ft) 94 228 23 32 151 250 180 m12 107 115 47 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 285 419 534 311 685 978 1562 790 221 828 505 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.59 0.33 0.10 0.56 0.63 0.33 0.08 0.43 0.31 0.32 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 28.3 Intersection LOS: C Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 167 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 146 0 463 0 642 0 73 342 0 Future Volume (vph) 0 0 0 146 0 463 0 642 0 73 342 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1881 1752 3438 1900 Flt Permitted 0.950 0.369 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1881 681 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 425 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 157 0 498 0 690 0 78 368 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 157 0 498 0 690 0 78 368 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 15.5 13.5 63.6 74.0 74.0 Actuated g/C Ratio 0.16 0.14 0.64 0.74 0.74 v/c Ratio 0.30 0.87 0.31 0.13 0.14 Control Delay 36.8 23.7 10.1 2.5 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 168 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 36.8 23.7 10.1 2.5 1.6 LOS D C B A A Approach Delay 26.8 10.1 1.8 Approach LOS C B A Queue Length 50th (ft) 47 45 100 3 8 Queue Length 95th (ft) 63 151 174 11 20 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 555 Base Capacity (vph) 553 788 2228 578 2543 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.28 0.63 0.31 0.13 0.14 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 169 Lanes, Volumes, Timings 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 837 0 0 539 7000707 Future Volume (vph) 7 837 0 0 539 7000707 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 8 900 0 0 580 8000808 Shared Lane Traffic (%) Lane Group Flow (vph) 8 900 0 0 580 80000160 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.1% ICU Level of Service A Analysis Period (min) 15 170 HCM 6th TWSC 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 837 0 0 539 7000707 Future Vol, veh/h 7 837 0 0 539 7000707 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 900 0 0 580 8000808 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 588 0 0 900 0 0 1206 1504 450 1046 1496 290 Stage 1 ------916916-580580- Stage 2 ------290588-466916- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 983 - - 751 - - 139 120 556 183 122 707 Stage 1 ------293349-467498- Stage 2 ------694494-546349- Platoon blocked, % - - - - Mov Cap-1 Maneuver 983 - - 751 - - 137 119 556 182 121 707 Mov Cap-2 Maneuver ------137119-182121- Stage 1 ------291346-463498- Stage 2 ------687494-542346- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 18.1 HCM LOS A C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 983 - - 751 - - 289 HCM Lane V/C Ratio - - - 0.008 -----0.052 HCM Control Delay (s) 0 0 0 8.7 - - 0 - - 18.1 HCM Lane LOS AAAA - -A - -C HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.2 171 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 117 351 376 77 220 85 238 428 34 104 604 89 Future Volume (vph) 117 351 376 77 220 85 238 428 34 104 604 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.442 0.218 0.950 0.950 Satd. Flow (perm) 823 1863 1583 406 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 49 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 126 377 404 83 237 91 256 460 37 112 649 96 Shared Lane Traffic (%) Lane Group Flow (vph) 126 377 404 83 328 0 256 460 37 112 649 96 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 30.1 21.4 21.4 25.9 17.6 28.5 38.7 38.7 10.7 20.9 20.9 Actuated g/C Ratio 0.30 0.21 0.21 0.26 0.18 0.28 0.39 0.39 0.11 0.21 0.21 v/c Ratio 0.38 0.95 0.62 0.42 0.52 0.26 0.34 0.05 0.59 0.88 0.20 Control Delay 26.8 74.0 8.1 29.3 34.2 23.2 18.2 1.0 55.2 54.2 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.8 74.0 8.1 29.3 34.2 23.2 18.2 1.0 55.2 54.2 1.0 172 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACC CBAEDA Approach Delay 38.1 33.2 19.0 48.3 Approach LOS D C B D Queue Length 50th (ft) 55 240 0 35 83 68 111 1 68 219 0 Queue Length 95th (ft) 98 #422 81 70 127 95 154 m2 123 #338 0 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 340 398 656 210 695 978 1369 713 221 740 469 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.37 0.95 0.62 0.40 0.47 0.26 0.34 0.05 0.51 0.88 0.20 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.5 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 173 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 479 0 365 0 335 13 308 749 0 Future Volume (vph) 0 0 0 479 0 365 0 335 13 308 749 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.537 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 991 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 538 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 515 0 392 0 360 14 331 805 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 515 0 392 0 360 14 331 805 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 27.7 25.7 48.8 48.8 61.8 61.8 Actuated g/C Ratio 0.28 0.26 0.49 0.49 0.62 0.62 v/c Ratio 0.54 0.50 0.21 0.02 0.50 0.38 Control Delay 34.4 2.3 13.6 0.0 6.7 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 174 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 34.4 2.3 13.6 0.0 6.7 2.9 LOS C A BAAA Approach Delay 20.6 13.1 4.0 Approach LOS C B A Queue Length 50th (ft) 150 0 62 0 26 33 Queue Length 95th (ft) 206 0 87 m0 m34 m27 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 951 868 1709 889 665 2123 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.54 0.45 0.21 0.02 0.50 0.38 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 175 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2025 BUILD – RESIDENTIAL ONLY 176 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 6 363 12 7 781 6 36 0 21 6 0 6 Future Volume (vph) 6 363 12 7 781 6 36 0 21 6 0 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 6 390 13 8 840 6 39 0 23 6 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 6 390 13 8 840 6 39 0 23 0 12 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 177 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 2 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 363 12 7 781 6 36 0 21 6 0 6 Future Vol, veh/h 6 363 12 7 781 6 36 0 21 6 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 390 13 8 840 6 39 0 23 6 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 846 0 0 403 0 0 838 1264 195 1063 1271 420 Stage 1 ------402402-856856- Stage 2 ------436862-207415- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 787 - - 1152 - - 259 168 814 177 167 582 Stage 1 ------596599-319373- Stage 2 ------569370-776591- Platoon blocked, % - - - - Mov Cap-1 Maneuver 787 - - 1152 - - 253 165 814 170 164 582 Mov Cap-2 Maneuver ------253165-170164- Stage 1 ------591594-316370- Stage 2 ------559367-749586- Approach EB WB NB SB HCM Control Delay, s 0.2 0.1 17.3 19.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 253 - 814 787 - - 1152 - - 263 HCM Lane V/C Ratio 0.153 - 0.028 0.008 - - 0.007 - - 0.049 HCM Control Delay (s) 21.8 0 9.5 9.6 - - 8.1 - - 19.4 HCM Lane LOS C A A A - - A - - C HCM 95th %tile Q(veh) 0.5 - 0.1 0 - - 0 - - 0.2 178 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 81 169 118 23 211 81 457 398 50 70 199 126 Future Volume (vph) 81 169 118 23 211 81 457 398 50 70 199 126 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.390 0.643 0.950 0.950 Satd. Flow (perm) 726 1863 1583 1198 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 50 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 87 182 127 25 227 87 491 428 54 75 214 135 Shared Lane Traffic (%) Lane Group Flow (vph) 87 182 127 25 314 0 491 428 54 75 214 135 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 24.8 19.6 19.6 19.1 12.9 28.5 49.4 49.4 9.8 28.1 28.1 Actuated g/C Ratio 0.25 0.20 0.20 0.19 0.13 0.28 0.49 0.49 0.10 0.28 0.28 v/c Ratio 0.33 0.50 0.26 0.10 0.65 0.50 0.25 0.06 0.44 0.22 0.24 Control Delay 29.5 40.6 1.3 25.2 40.9 27.5 13.2 1.2 49.7 30.6 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 40.6 1.3 25.2 40.9 27.5 13.2 1.2 49.7 30.6 3.4 179 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 25.5 39.8 19.7 25.3 Approach LOS C D B C Queue Length 50th (ft) 42 94 0 12 85 143 93 1 46 57 0 Queue Length 95th (ft) 74 172 0 29 124 177 151 m10 88 95 27 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 279 425 537 287 684 978 1746 864 223 995 571 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.31 0.43 0.24 0.09 0.46 0.50 0.25 0.06 0.34 0.22 0.24 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 25.1 Intersection LOS: C Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 180 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 21 11 105 117 22 371 18 514 11 59 274 7 Future Volume (vph) 21 11 105 117 22 371 18 514 11 59 274 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.909 0.950 0.499 0.445 Satd. Flow (perm) 1693 1863 1583 3433 1900 1509 948 3505 1599 821 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 399 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 23 12 113 126 24 399 19 553 12 63 295 8 Shared Lane Traffic (%) Lane Group Flow (vph) 23 12 113 126 24 399 19 553 12 63 295 8 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 10.3 16.4 16.4 56.3 56.3 56.3 61.4 61.4 61.4 Actuated g/C Ratio 0.08 0.07 0.07 0.10 0.16 0.16 0.56 0.56 0.56 0.61 0.61 0.61 v/c Ratio 0.16 0.09 0.34 0.36 0.08 0.69 0.03 0.28 0.01 0.11 0.14 0.01 Control Delay 45.9 45.3 2.8 43.3 37.0 10.9 12.1 12.7 0.0 4.6 3.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 181 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 45.9 45.3 2.8 43.3 37.0 10.9 12.1 12.7 0.0 4.6 3.7 0.0 LOS DDADDBBBAAAA Approach Delay 13.0 19.5 12.5 3.8 Approach LOS BBBA Queue Length 50th (ft) 14 7 0 39 13 0 5 95 0 4 10 0 Queue Length 95th (ft) 39 25 0 61 36 87 m15 143 m0 20 34 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 140 568 646 412 636 770 619 1971 992 569 2112 1074 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.16 0.02 0.17 0.31 0.04 0.52 0.03 0.28 0.01 0.11 0.14 0.01 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 12.9 Intersection LOS: B Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 182 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 6 669 30 18 431 6 20 0 12 6 0 6 Future Volume (vph) 6 669 30 18 431 6 20 0 12 6 0 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 6 719 32 19 463 6 22 0 13 6 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 6 719 32 19 463 6 22 0 13 0 12 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 183 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 669 30 18 431 6 20 0 12 6 0 6 Future Vol, veh/h 6 669 30 18 431 6 20 0 12 6 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 719 32 19 463 6 22 0 13 6 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 469 0 0 751 0 0 1001 1238 360 873 1264 232 Stage 1 ------731731-501501- Stage 2 ------270507-372763- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1089 - - 854 - - 197 174 637 244 168 770 Stage 1 ------379425-521541- Stage 2 ------713538-621411- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1089 - - 854 - - 191 169 637 234 163 770 Mov Cap-2 Maneuver ------191169-234163- Stage 1 ------377422-518529- Stage 2 ------691526-605409- Approach EB WB NB SB HCM Control Delay, s 0.1 0.4 20.4 15.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 191 - 637 1089 - - 854 - - 359 HCM Lane V/C Ratio 0.113 - 0.02 0.006 - - 0.023 - - 0.036 HCM Control Delay (s) 26.2 0 10.8 8.3 - - 9.3 - - 15.4 HCM Lane LOS D A B A - - A - - C HCM 95th %tile Q(veh) 0.4 - 0.1 0 - - 0.1 - - 0.1 184 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 93 280 301 62 185 68 190 354 27 83 501 80 Future Volume (vph) 93 280 301 62 185 68 190 354 27 83 501 80 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.542 0.323 0.950 0.950 Satd. Flow (perm) 1010 1863 1583 602 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 324 46 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 100 301 324 67 199 73 204 381 29 89 539 86 Shared Lane Traffic (%) Lane Group Flow (vph) 100 301 324 67 272 0 204 381 29 89 539 86 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 27.6 19.2 19.2 25.1 18.0 28.5 44.1 44.1 10.1 23.2 23.2 Actuated g/C Ratio 0.28 0.19 0.19 0.25 0.18 0.28 0.44 0.44 0.10 0.23 0.23 v/c Ratio 0.29 0.84 0.57 0.29 0.42 0.21 0.24 0.04 0.50 0.66 0.17 Control Delay 25.8 59.8 8.3 26.1 31.9 23.2 16.1 0.7 51.8 41.1 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 59.8 8.3 26.1 31.9 23.2 16.1 0.7 51.8 41.1 0.7 185 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C E A C C C B A D D A Approach Delay 32.1 30.7 17.8 37.6 Approach LOS C C B D Queue Length 50th (ft) 43 181 0 28 65 54 90 1 55 175 0 Queue Length 95th (ft) 81 #306 72 58 106 84 140 m2 102 #255 0 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 358 392 589 241 689 978 1561 790 221 822 502 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.28 0.77 0.55 0.28 0.39 0.21 0.24 0.04 0.40 0.66 0.17 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 29.9 Intersection LOS: C Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 186 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 6 59 383 54 292 45 268 10 247 599 18 Future Volume (vph) 12 6 59 383 54 292 45 268 10 247 599 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.930 0.950 0.256 0.575 Satd. Flow (perm) 1732 1863 1583 3433 1900 1509 486 3505 1599 1061 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 314 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 13 6 63 412 58 314 48 288 11 266 644 19 Shared Lane Traffic (%) Lane Group Flow (vph) 13 6 63 412 58 314 48 288 11 266 644 19 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 7.5 7.0 7.0 21.0 26.8 26.8 45.5 45.5 45.5 50.2 50.2 50.2 Actuated g/C Ratio 0.08 0.07 0.07 0.21 0.27 0.27 0.46 0.46 0.46 0.50 0.50 0.50 v/c Ratio 0.10 0.05 0.19 0.57 0.11 0.50 0.15 0.18 0.01 0.46 0.37 0.02 Control Delay 44.5 44.3 1.3 39.2 28.8 6.7 16.8 16.4 0.0 8.4 5.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 187 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 44.5 44.3 1.3 39.2 28.8 6.7 16.8 16.4 0.0 8.4 5.9 0.1 LOS DDADCABBAAAA Approach Delay 11.3 25.4 15.9 6.5 Approach LOS B C B A Queue Length 50th (ft) 8 4 0 123 26 0 17 54 0 44 57 0 Queue Length 95th (ft) 27 17 0 171 65 72 m31 78 m0 67 75 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 136 568 646 722 636 714 352 1593 843 580 1724 916 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.10 0.01 0.10 0.57 0.09 0.44 0.14 0.18 0.01 0.46 0.37 0.02 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 188 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 189 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Future Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 82 48 1049 9 94 0 55 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 82 48 1049 9 94 0 55 0 18 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15 190 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 2 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 454 76 45 976 8 87 0 51 8 0 8 Future Vol, veh/h 8 454 76 45 976 8 87 0 51 8 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 488 82 48 1049 9 94 0 55 9 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1058 0 0 570 0 0 1127 1660 244 1407 1733 525 Stage 1 ------506506-1145 1145 - Stage 2 ------6211154 - 262 588 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 654 - - 999 - - 159 96 757 99 87 497 Stage 1 ------517538-212272- Stage 2 ------442270-720494- Platoon blocked, % - - - - Mov Cap-1 Maneuver 654 - - 999 - - 149 90 757 88 82 497 Mov Cap-2 Maneuver ------14990-8882- Stage 1 ------510530-209259- Stage 2 ------413257-659487- Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 43.5 32.1 HCM LOS E D Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 149 - 757 654 - - 999 - - 150 HCM Lane V/C Ratio 0.628 - 0.072 0.013 - - 0.048 - - 0.115 HCM Control Delay (s) 63.1 0 10.1 10.6 - - 8.8 - - 32.1 HCM Lane LOS F A B B - - A - - D HCM 95th %tile Q(veh) 3.4 - 0.2 0 - - 0.2 - - 0.4 191 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Future Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.300 0.579 0.950 0.950 Satd. Flow (perm) 559 1863 1583 1079 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 45 164 188 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 137 255 159 31 302 109 614 562 68 95 284 188 Shared Lane Traffic (%) Lane Group Flow (vph) 137 255 159 31 411 0 614 562 68 95 284 188 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.9 22.7 22.7 22.8 15.4 28.5 43.3 43.3 10.3 22.6 22.6 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.15 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.50 0.60 0.30 0.11 0.73 0.63 0.37 0.09 0.52 0.36 0.37 Control Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 192 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADDA Approach Delay 27.9 42.2 20.6 28.9 Approach LOS CDCC Queue Length 50th (ft) 64 153 0 14 118 191 143 2 58 81 0 Queue Length 95th (ft) 107 235 13 33 164 252 129 m0 108 126 58 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 282 429 541 315 682 978 1531 778 221 799 503 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.49 0.59 0.29 0.10 0.60 0.63 0.37 0.09 0.43 0.36 0.37 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 193 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Future Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.436 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 828 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 275 387 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Shared Lane Traffic (%) Lane Group Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.3 8.3 8.3 15.7 18.8 18.8 49.5 49.5 49.5 44.5 44.5 44.5 Actuated g/C Ratio 0.09 0.08 0.08 0.16 0.19 0.19 0.50 0.50 0.50 0.44 0.44 0.44 v/c Ratio 0.32 0.18 0.72 0.29 0.40 0.84 0.24 0.40 0.02 0.20 0.24 0.06 Control Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 194 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 LOS DDBDDCBBABAA Approach Delay 23.3 27.7 18.4 7.7 Approach LOS C C B A Queue Length 50th (ft) 34 17 0 46 86 68 41 132 0 13 31 0 Queue Length 95th (ft) 68 42 74 67 118 172 m88 222 m0 34 61 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 174 568 673 569 636 762 514 1736 899 391 1528 836 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.41 0.28 0.23 0.65 0.23 0.40 0.02 0.20 0.24 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 195 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Future Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 71 42 580 9 56 0 33 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 71 42 580 9 56 0 33 0 18 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.0% ICU Level of Service A Analysis Period (min) 15 196 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 2 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 836 66 39 539 8 52 0 31 8 0 8 Future Vol, veh/h 8 836 66 39 539 8 52 0 31 8 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 899 71 42 580 9 56 0 33 9 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 589 0 0 970 0 0 1291 1590 450 1132 1652 290 Stage 1 ------917917-664664- Stage 2 ------374673-468988- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 982 - - 706 - - 121 107 556 158 98 707 Stage 1 ------293349-416456- Stage 2 ------619452-545323- Platoon blocked, % - - - - Mov Cap-1 Maneuver 982 - - 706 - - 113 100 556 141 91 707 Mov Cap-2 Maneuver ------113100-14191- Stage 1 ------290346-412429- Stage 2 ------575425-508320- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 45 21.5 HCM LOS E C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 113 - 556 982 - - 706 - - 235 HCM Lane V/C Ratio 0.495 - 0.06 0.009 - - 0.059 - - 0.073 HCM Control Delay (s) 64.7 0 11.9 8.7 - - 10.4 - - 21.5 HCM Lane LOS F A B A - - B - - C HCM 95th %tile Q(veh) 2.2 - 0.2 0 - - 0.2 - - 0.2 197 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Future Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.419 0.207 0.950 0.950 Satd. Flow (perm) 780 1863 1583 386 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 43 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 142 392 404 84 258 91 256 492 37 112 637 116 Shared Lane Traffic (%) Lane Group Flow (vph) 142 392 404 84 349 0 256 492 37 112 637 116 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.1 22.2 22.2 26.4 18.1 28.5 37.9 37.9 10.7 20.1 20.1 Actuated g/C Ratio 0.31 0.22 0.22 0.26 0.18 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.43 0.95 0.61 0.43 0.54 0.26 0.37 0.05 0.59 0.89 0.25 Control Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 198 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 38.4 34.3 18.4 49.1 Approach LOS D C B D Queue Length 50th (ft) 63 ~252 0 36 92 70 128 1 68 214 0 Queue Length 95th (ft) 110 #443 81 70 138 102 178 m3 123 #330 13 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 337 412 665 208 688 978 1341 702 221 712 458 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.95 0.61 0.40 0.51 0.26 0.37 0.05 0.51 0.89 0.25 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 199 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Future Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.153 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 291 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Shared Lane Traffic (%) Lane Group Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 26.9 30.8 30.8 37.1 37.1 37.1 37.3 37.3 37.3 Actuated g/C Ratio 0.08 0.07 0.07 0.27 0.31 0.31 0.37 0.37 0.37 0.37 0.37 0.37 v/c Ratio 0.22 0.12 0.50 0.56 0.22 0.53 0.42 0.28 0.02 0.79 0.63 0.06 Control Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 200 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 LOS DDADCACCACBA Approach Delay 16.0 23.5 21.3 14.2 Approach LOS B C C B Queue Length 50th (ft) 20 10 0 150 65 0 40 81 0 71 92 0 Queue Length 95th (ft) 51 31 17 206 118 78 m69 107 m0 m#113 m122 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 149 568 646 924 697 802 266 1299 726 422 1282 735 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.22 0.03 0.26 0.56 0.18 0.49 0.39 0.28 0.02 0.79 0.63 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 201 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION SIGNAL – OPTION 1 202 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 203 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Future Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.223 0.465 0.746 0.926 Satd. Flow (perm) 415 3539 1583 866 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 82 18 400 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 82 48 1049 9 94 0 55 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 82 48 1049 9 94 0 55 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.03 0.22 0.08 0.09 0.47 0.01 0.25 0.08 0.04 Control Delay 6.9 7.5 1.8 7.2 9.7 1.6 27.8 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 7.5 1.8 7.2 9.7 1.6 27.8 0.2 11.2 LOS AAAAAAC A B Approach Delay 6.7 9.6 17.6 11.2 Approach LOS AABB 204 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 56 0 10 150 0 42 0 0 Queue Length 95th (ft) 8 79 15 24 194 3 83 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 260 2221 1024 543 2221 1000 378 722 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.03 0.22 0.08 0.09 0.47 0.01 0.25 0.08 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 9.3 Intersection LOS: A Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 205 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Future Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.300 0.579 0.950 0.950 Satd. Flow (perm) 559 1863 1583 1079 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 45 164 188 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 137 255 159 31 302 109 614 562 68 95 284 188 Shared Lane Traffic (%) Lane Group Flow (vph) 137 255 159 31 411 0 614 562 68 95 284 188 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.9 22.7 22.7 22.8 15.4 28.5 43.3 43.3 10.3 22.6 22.6 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.15 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.50 0.60 0.30 0.11 0.73 0.63 0.37 0.09 0.52 0.36 0.37 Control Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 206 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADDA Approach Delay 27.9 42.2 20.6 28.9 Approach LOS CDCC Queue Length 50th (ft) 64 153 0 14 118 191 143 2 58 81 0 Queue Length 95th (ft) 107 235 13 33 164 252 129 m0 108 126 58 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 282 429 541 315 682 978 1531 778 221 799 503 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.49 0.59 0.29 0.10 0.60 0.63 0.37 0.09 0.43 0.36 0.37 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 207 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Future Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.436 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 828 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 275 387 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Shared Lane Traffic (%) Lane Group Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.3 8.3 8.3 15.7 18.8 18.8 49.5 49.5 49.5 44.5 44.5 44.5 Actuated g/C Ratio 0.09 0.08 0.08 0.16 0.19 0.19 0.50 0.50 0.50 0.44 0.44 0.44 v/c Ratio 0.32 0.18 0.72 0.29 0.40 0.84 0.24 0.40 0.02 0.20 0.24 0.06 Control Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 208 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 LOS DDBDDCBBABAA Approach Delay 23.3 27.7 18.4 7.7 Approach LOS C C B A Queue Length 50th (ft) 34 17 0 46 86 68 41 132 0 13 31 0 Queue Length 95th (ft) 68 42 74 67 118 172 m88 222 m0 34 61 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 174 568 673 569 636 762 514 1736 899 391 1528 836 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.41 0.28 0.23 0.65 0.23 0.40 0.02 0.20 0.24 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 209 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Future Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.416 0.275 0.746 0.926 Satd. Flow (perm) 775 3539 1583 512 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 71 18 166 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 71 42 580 9 56 0 33 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 71 42 580 9 56 0 33 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.02 0.40 0.07 0.13 0.26 0.01 0.15 0.06 0.04 Control Delay 6.5 9.0 1.9 8.1 7.8 1.6 26.2 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 9.0 1.9 8.1 7.8 1.6 26.2 0.2 11.2 LOS AAAAAAC A B Approach Delay 8.5 7.8 16.6 11.2 Approach LOS AABB 210 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 121 0 9 70 0 24 0 0 Queue Length 95th (ft) 7 158 14 23 95 3 55 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 486 2221 1020 321 2221 1000 378 551 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.02 0.40 0.07 0.13 0.26 0.01 0.15 0.06 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 211 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Future Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.419 0.207 0.950 0.950 Satd. Flow (perm) 780 1863 1583 386 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 43 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 142 392 404 84 258 91 256 492 37 112 637 116 Shared Lane Traffic (%) Lane Group Flow (vph) 142 392 404 84 349 0 256 492 37 112 637 116 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.1 22.2 22.2 26.4 18.1 28.5 37.9 37.9 10.7 20.1 20.1 Actuated g/C Ratio 0.31 0.22 0.22 0.26 0.18 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.43 0.95 0.61 0.43 0.54 0.26 0.37 0.05 0.59 0.89 0.25 Control Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 212 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 38.4 34.3 18.4 49.1 Approach LOS D C B D Queue Length 50th (ft) 63 ~252 0 36 92 70 128 1 68 214 0 Queue Length 95th (ft) 110 #443 81 70 138 102 178 m3 123 #330 13 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 337 412 665 208 688 978 1341 702 221 712 458 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.95 0.61 0.40 0.51 0.26 0.37 0.05 0.51 0.89 0.25 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 213 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Future Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.153 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 291 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Shared Lane Traffic (%) Lane Group Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 26.9 30.8 30.8 37.1 37.1 37.1 37.3 37.3 37.3 Actuated g/C Ratio 0.08 0.07 0.07 0.27 0.31 0.31 0.37 0.37 0.37 0.37 0.37 0.37 v/c Ratio 0.22 0.12 0.50 0.56 0.22 0.53 0.42 0.28 0.02 0.79 0.63 0.06 Control Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 214 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 LOS DDADCACCACBA Approach Delay 16.0 23.5 21.3 14.2 Approach LOS B C C B Queue Length 50th (ft) 20 10 0 150 65 0 40 81 0 71 92 0 Queue Length 95th (ft) 51 31 17 206 118 78 m69 107 m0 m#113 m122 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 149 568 646 924 697 802 266 1299 726 422 1282 735 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.22 0.03 0.26 0.56 0.18 0.49 0.39 0.28 0.02 0.79 0.63 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 215 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH SE QUADRANT 216 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 110 65 976 8 81 0 48 8 0 8 Future Volume (vph) 8 454 110 65 976 8 81 0 48 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.223 0.465 0.746 0.926 Satd. Flow (perm) 415 3539 1583 866 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 118 18 400 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 118 70 1049 9 87 0 52 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 118 70 1049 9 87 0 52 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.03 0.22 0.11 0.13 0.47 0.01 0.23 0.07 0.04 Control Delay 6.9 7.5 1.6 7.6 9.7 1.6 27.5 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 7.5 1.6 7.6 9.7 1.6 27.5 0.2 11.2 LOS AAAAAAC A B Approach Delay 6.4 9.5 17.3 11.2 Approach LOS AABB 217 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 56 0 15 150 0 38 0 0 Queue Length 95th (ft) 8 79 18 32 194 3 78 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 260 2221 1037 543 2221 1000 378 722 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.03 0.22 0.11 0.13 0.47 0.01 0.23 0.07 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 9.1 Intersection LOS: A Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 218 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Future Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.298 0.600 0.950 0.950 Satd. Flow (perm) 555 1863 1583 1118 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 43 164 226 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 116 241 170 31 313 109 614 558 68 95 258 233 Shared Lane Traffic (%) Lane Group Flow (vph) 116 241 170 31 422 0 614 558 68 95 258 233 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.8 22.6 22.6 23.0 15.7 28.5 43.4 43.4 10.3 22.7 22.7 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.16 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.43 0.57 0.32 0.11 0.74 0.63 0.36 0.09 0.52 0.32 0.44 Control Delay 29.3 41.1 3.1 23.4 44.1 27.7 14.5 0.4 52.4 34.7 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.3 41.1 3.1 23.4 44.1 27.7 14.5 0.4 52.4 34.7 8.2 219 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 26.2 42.7 20.2 27.1 Approach LOS CDCC Queue Length 50th (ft) 53 143 0 14 122 191 142 2 58 73 4 Queue Length 95th (ft) 92 222 21 33 169 251 125 m0 108 115 69 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 281 426 539 324 681 978 1535 779 221 803 534 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.41 0.57 0.32 0.10 0.62 0.63 0.36 0.09 0.43 0.32 0.44 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 220 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 24 238 146 194 464 161 643 14 74 343 65 Future Volume (vph) 48 24 238 146 194 464 161 643 14 74 343 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.428 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 813 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 256 389 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 52 26 256 157 209 499 173 691 15 80 369 70 Shared Lane Traffic (%) Lane Group Flow (vph) 52 26 256 157 209 499 173 691 15 80 369 70 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.2 8.2 8.2 16.7 19.6 19.6 48.7 48.7 48.7 42.4 42.4 42.4 Actuated g/C Ratio 0.09 0.08 0.08 0.17 0.20 0.20 0.49 0.49 0.49 0.42 0.42 0.42 v/c Ratio 0.30 0.17 0.70 0.27 0.56 0.82 0.35 0.41 0.02 0.21 0.25 0.09 Control Delay 46.4 44.2 16.6 35.5 41.3 20.4 19.7 19.4 0.0 12.5 10.3 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 221 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.4 44.2 16.6 35.5 41.3 20.4 19.7 19.4 0.0 12.5 10.3 0.2 LOS DDBDDCBBABBA Approach Delay 23.4 28.2 19.1 9.3 Approach LOS C C B A Queue Length 50th (ft) 32 16 0 45 129 66 61 133 0 15 37 1 Queue Length 95th (ft) 66 40 73 67 167 170 m125 224 m0 39 72 1 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 171 568 660 597 636 764 508 1705 887 377 1458 807 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.30 0.05 0.39 0.26 0.33 0.65 0.34 0.41 0.02 0.21 0.25 0.09 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 222 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - AM SE_Mitigation Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Future Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.347 0.528 0.950 0.950 Satd. Flow (perm) 646 1863 1583 984 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 46 164 215 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 116 241 170 31 313 109 614 558 68 95 258 233 Shared Lane Traffic (%) Lane Group Flow (vph) 116 241 170 31 422 0 614 558 68 95 258 233 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 11.0 31.5 31.5 10.5 31.0 27.0 40.6 40.6 17.4 31.0 31.0 Total Split (%) 11.0% 31.5% 31.5% 10.5% 31.0% 27.0% 40.6% 40.6% 17.4% 31.0% 31.0% Maximum Green (s) 5.5 24.5 24.5 5.0 24.0 21.5 34.1 34.1 11.9 24.5 24.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.7 21.9 21.9 23.7 17.2 21.5 45.0 45.0 10.3 31.3 31.3 Actuated g/C Ratio 0.27 0.22 0.22 0.24 0.17 0.22 0.45 0.45 0.10 0.31 0.31 v/c Ratio 0.50 0.59 0.32 0.11 0.68 0.83 0.35 0.08 0.52 0.23 0.36 Control Delay 33.8 42.0 3.1 24.3 39.7 41.0 12.8 0.3 52.3 27.3 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.8 42.0 3.1 24.3 39.7 41.0 12.8 0.3 52.3 27.3 7.1 223 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - AM SE_Mitigation Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD DBADCA Approach Delay 27.7 38.6 26.1 23.3 Approach LOS CDCC Queue Length 50th (ft) 56 147 0 14 119 204 138 1 58 63 8 Queue Length 95th (ft) 91 214 20 33 158 #286 119 m1 108 105 69 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 234 458 562 272 851 738 1592 802 214 1108 643 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.50 0.53 0.30 0.11 0.50 0.83 0.35 0.08 0.44 0.23 0.36 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 224 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 90 53 539 8 97 0 57 8 0 8 Future Volume (vph) 8 836 90 53 539 8 97 0 57 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.416 0.275 0.746 0.926 Satd. Flow (perm) 775 3539 1583 512 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 97 18 166 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 97 57 580 9 104 0 61 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 97 57 580 9 104 0 61 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.02 0.40 0.09 0.18 0.26 0.01 0.28 0.11 0.04 Control Delay 6.5 9.0 1.7 8.7 7.8 1.6 28.2 0.4 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 9.0 1.7 8.7 7.8 1.6 28.2 0.4 11.2 LOS AAAAAAC A B Approach Delay 8.3 7.8 17.9 11.2 Approach LOS AABB 225 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 121 0 12 70 0 46 0 0 Queue Length 95th (ft) 7 158 17 31 95 3 91 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 486 2221 1029 321 2221 1000 378 551 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.02 0.40 0.09 0.18 0.26 0.01 0.28 0.11 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 9.0 Intersection LOS: A Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 226 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Future Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.962 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3405 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.416 0.203 0.950 0.950 Satd. Flow (perm) 775 1863 1583 378 3405 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 429 42 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 134 399 429 84 265 91 256 522 37 112 649 152 Shared Lane Traffic (%) Lane Group Flow (vph) 134 399 429 84 356 0 256 522 37 112 649 152 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.4 22.5 22.5 26.9 18.6 28.5 37.6 37.6 10.7 19.8 19.8 Actuated g/C Ratio 0.31 0.22 0.22 0.27 0.19 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.41 0.95 0.62 0.43 0.53 0.26 0.39 0.05 0.59 0.93 0.34 Control Delay 27.0 73.8 7.9 29.4 35.4 22.3 18.3 0.2 55.2 61.3 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.0 73.8 7.9 29.4 35.4 22.3 18.3 0.2 55.2 61.3 6.0 227 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 37.9 34.3 18.8 51.3 Approach LOS D C B D Queue Length 50th (ft) 59 ~264 0 36 95 70 144 1 68 219 0 Queue Length 95th (ft) 104 #454 84 70 141 98 162 m0 123 #338 40 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 339 419 688 209 689 978 1329 696 221 699 453 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.40 0.95 0.62 0.40 0.52 0.26 0.39 0.05 0.51 0.93 0.34 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 228 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 29 285 479 158 365 132 335 13 309 749 53 Future Volume (vph) 57 29 285 479 158 365 132 335 13 309 749 53 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.169 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 321 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 286 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 61 31 306 515 170 392 142 360 14 332 805 57 Shared Lane Traffic (%) Lane Group Flow (vph) 61 31 306 515 170 392 142 360 14 332 805 57 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 10.2 9.2 9.2 27.0 30.9 30.9 34.8 34.8 34.8 31.6 31.6 31.6 Actuated g/C Ratio 0.10 0.09 0.09 0.27 0.31 0.31 0.35 0.35 0.35 0.32 0.32 0.32 v/c Ratio 0.32 0.18 0.76 0.56 0.29 0.53 0.54 0.29 0.02 0.91 0.74 0.09 Control Delay 45.1 42.7 19.2 34.9 29.3 5.7 31.7 23.1 0.1 38.0 15.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 229 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 45.1 42.7 19.2 34.9 29.3 5.7 31.7 23.1 0.1 38.0 15.9 0.2 LOS DDBCCACCADBA Approach Delay 25.0 23.4 24.8 21.3 Approach LOS CCCC Queue Length 50th (ft) 38 19 12 150 90 0 58 81 0 72 93 0 Queue Length 95th (ft) 71 44 92 206 134 64 m114 120 m0 m#172 m131 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 189 568 681 926 678 791 272 1221 695 366 1087 656 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.45 0.56 0.25 0.50 0.52 0.29 0.02 0.91 0.74 0.09 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 230 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - PM SE _Mitigation Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Future Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.962 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3405 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.453 0.275 0.950 0.950 Satd. Flow (perm) 844 1863 1583 512 3405 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 396 48 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 134 399 429 84 265 91 256 522 37 112 649 152 Shared Lane Traffic (%) Lane Group Flow (vph) 134 399 429 84 356 0 256 522 37 112 649 152 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 12.3 37.0 37.0 11.0 35.7 17.0 33.6 33.6 18.4 35.0 35.0 Total Split (%) 12.3% 37.0% 37.0% 11.0% 35.7% 17.0% 33.6% 33.6% 18.4% 35.0% 35.0% Maximum Green (s) 6.8 30.0 30.0 5.5 28.7 11.5 27.1 27.1 12.9 28.5 28.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 33.4 26.5 26.5 29.9 23.0 11.5 34.8 34.8 10.9 34.2 34.2 Actuated g/C Ratio 0.33 0.26 0.26 0.30 0.23 0.12 0.35 0.35 0.11 0.34 0.34 v/c Ratio 0.39 0.81 0.60 0.38 0.43 0.65 0.42 0.06 0.58 0.54 0.23 Control Delay 23.7 47.7 8.0 24.2 28.8 41.9 20.3 0.2 54.4 30.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.7 47.7 8.0 24.2 28.8 41.9 20.3 0.2 54.4 30.0 3.9 231 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - PM SE _Mitigation Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACC DCADCA Approach Delay 26.7 27.9 26.2 28.7 Approach LOS CCCC Queue Length 50th (ft) 55 237 16 33 84 83 139 0 68 181 0 Queue Length 95th (ft) 91 334 95 62 121 125 198 m0 123 251 34 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 345 558 752 222 1011 394 1233 658 228 1211 656 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.39 0.72 0.57 0.38 0.35 0.65 0.42 0.06 0.49 0.54 0.23 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 27.3 Intersection LOS: C Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 232 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX D SIGNAL WARRANT WORKSHEETS 233 Begin End EB WB NB SB 12:00 AM 1:00 AM 63 32 2 0 1:00 AM 2:00 AM 30 16 1 0 2:00 AM 3:00 AM 134 12 4 0 Project #:3:00 AM 4:00 AM 24 25 1 0 Project Name:4:00 AM 5:00 AM 73 64 2 0 Analyst:5:00 AM 6:00 AM 63 265 2 2 Date:6:00 AM 7:00 AM 249 456 7 3 File:7:00 AM 8:00 AM 355 659 10 5 8:00 AM 9:00 AM 408 794 12 6 Intersection:9:00 AM 10:00 AM 358 464 10 4 Scenario:10:00 AM 11:00 AM 304 300 9 2 11:00 AM 12:00 PM 437 373 13 3 12:00 PM 1:00 PM 590 513 17 4 1:00 PM 2:00 PM 389 562 11 4 2:00 PM 3:00 PM 482 418 14 3 Warrant Name Analyzed?Met?3:00 PM 4:00 PM 595 487 17 4 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 5:00 PM 810 470 23 4 #2 Four-Hour Vehicular volume Yes No 5:00 PM 6:00 PM 705 605 20 5 #3 Peak Hour Yes No 6:00 PM 7:00 PM 442 495 13 4 #4 Pedestrian Volume No -7:00 PM 8:00 PM 266 285 8 2 #5 School Crossing No -8:00 PM 9:00 PM 286 201 8 2 #6 Coordinated Signal System No -9:00 PM 10:00 PM 162 190 5 1 #7 Crash Experience Yes 10:00 PM 11:00 PM 166 131 5 1 #8 Roadway Network No -11:00 PM 12:00 AM 75 49 2 0 Begin End EB WB NB SB Volume Adjustment Factor =1.0 12:00 AM 1:00 AM 63 32 2 0 North-South Approach =Minor 1:00 AM 2:00 AM 30 16 1 0 East-West Approach =Major 2:00 AM 3:00 AM 134 12 4 0 Major Street Thru Lanes =2 3:00 AM 4:00 AM 24 25 1 0 Minor Street Thru Lanes =1 4:00 AM 5:00 AM 73 64 2 0 Speed > 40 mph?No 5:00 AM 6:00 AM 63 265 2 2 Population < 10,000?No 6:00 AM 7:00 AM 249 456 7 3 Warrant Factor 100%7:00 AM 8:00 AM 355 659 10 5 Peak Hour or Daily Count?Daily 8:00 AM 9:00 AM 408 794 12 6 9:00 AM 10:00 AM 358 464 10 4 10:00 AM 11:00 AM 304 300 9 2 11:00 AM 12:00 PM 437 373 13 3 12:00 PM 1:00 PM 590 513 17 4 1:00 PM 2:00 PM 389 562 11 4 2:00 PM 3:00 PM 482 418 14 3 3:00 PM 4:00 PM 595 487 17 4 4:00 PM 5:00 PM 810 470 23 4 5:00 PM 6:00 PM 705 605 20 5 6:00 PM 7:00 PM 442 495 13 4 7:00 PM 8:00 PM 266 285 8 2 8:00 PM 9:00 PM 286 201 8 2 9:00 PM 10:00 PM 162 190 5 1 10:00 PM 11:00 PM 166 131 5 1 11:00 PM 12:00 AM 75 49 2 0 Input Parameters Raw Traffic Volumes Hour Major Street Minor Street Hour Major Street Minor Street Analysis Traffic Volumes Lyman Blvd at Sunset Trail Warrant Summary 2025 Build Residential Only Avienda Developmen BJM 6/16/2023 H:\80000\80090_P_Avienda Final Roadway Plans\01 Intersection Control Evaluation (ICE) Report\Lyman Blvd at Sunset Trl\2023 Updated Contract\Round 3\Signal Warrant\[Sunset Signal Warrant Warrant Summary 234 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400Higher Minor StreetCombined Major Street Warrant #2 -Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 200 300 400 500 600 700 800 900 1000Higher Minor StreetCombined Major Street Warrant #2 -Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #2 - 4 HR (Graph) 235 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 600 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #3 - Peak HR (Graph) 236 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (7:00 am) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 176 327 794 704 6 5 10 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 15 648 5 10 0 6 Right-turn geometry on minor-road: Volume 337 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 237 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 238 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (8:00 AM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 202 394 779 664 7 6 12 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12 ), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 6 0 6 Variable Conflicting major-road volume (Vc9), veh/h: 18 781 6 12 0 7 Right-turn geometry on minor-road: Volume 387 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 239 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 240 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (4:00 PM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 402 233 659 760 14 4 23 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 4 0 4 Variable Conflicting major-road volume (Vc9), veh/h: 35 463 4 23 0 14 Right-turn geometry on minor-road: Volume 768 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 241 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 242 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (5:00 pm) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 350 300 690 720 12 5 20 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 30 595 5 20 0 12 Right-turn geometry on minor-road: Volume 669 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 243 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 244 Begin End EB WB NB SB 12:00 AM 1:00 AM 82 42 9 0 1:00 AM 2:00 AM 39 21 4 0 2:00 AM 3:00 AM 176 16 19 0 Project #:3:00 AM 4:00 AM 31 33 3 0 Project Name:4:00 AM 5:00 AM 96 85 10 1 Analyst:5:00 AM 6:00 AM 82 350 9 3 Date:6:00 AM 7:00 AM 326 602 35 5 File:7:00 AM 8:00 AM 465 871 50 7 8:00 AM 9:00 AM 534 1049 57 8 Intersection:9:00 AM 10:00 AM 468 612 50 5 Scenario:10:00 AM 11:00 AM 398 397 43 3 11:00 AM 12:00 PM 573 493 61 4 12:00 PM 1:00 PM 772 677 83 5 1:00 PM 2:00 PM 509 742 55 6 2:00 PM 3:00 PM 631 552 68 4 Warrant Name Analyzed?Met?3:00 PM 4:00 PM 779 643 83 5 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 5:00 PM 1061 621 114 5 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 6:00 PM 924 799 99 6 #3 Peak Hour Yes Yes 6:00 PM 7:00 PM 579 653 62 5 #4 Pedestrian Volume No -7:00 PM 8:00 PM 348 376 37 3 #5 School Crossing No -8:00 PM 9:00 PM 375 265 40 2 #6 Coordinated Signal System No -9:00 PM 10:00 PM 213 251 23 2 #7 Crash Experience Yes 10:00 PM 11:00 PM 217 174 23 1 #8 Roadway Network No -11:00 PM 12:00 AM 98 65 10 0 Begin End EB WB NB SB Volume Adjustment Factor =1.0 12:00 AM 1:00 AM 82 42 9 0 North-South Approach =Minor 1:00 AM 2:00 AM 39 21 4 0 East-West Approach =Major 2:00 AM 3:00 AM 176 16 19 0 Major Street Thru Lanes =2 3:00 AM 4:00 AM 31 33 3 0 Minor Street Thru Lanes =1 4:00 AM 5:00 AM 96 85 10 1 Speed > 40 mph?No 5:00 AM 6:00 AM 82 350 9 3 Population < 10,000?No 6:00 AM 7:00 AM 326 602 35 5 Warrant Factor 100%7:00 AM 8:00 AM 465 871 50 7 Peak Hour or Daily Count?Daily 8:00 AM 9:00 AM 534 1049 57 8 9:00 AM 10:00 AM 468 612 50 5 10:00 AM 11:00 AM 398 397 43 3 11:00 AM 12:00 PM 573 493 61 4 12:00 PM 1:00 PM 772 677 83 5 1:00 PM 2:00 PM 509 742 55 6 2:00 PM 3:00 PM 631 552 68 4 3:00 PM 4:00 PM 779 643 83 5 4:00 PM 5:00 PM 1061 621 114 5 5:00 PM 6:00 PM 924 799 99 6 6:00 PM 7:00 PM 579 653 62 5 7:00 PM 8:00 PM 348 376 37 3 8:00 PM 9:00 PM 375 265 40 2 9:00 PM 10:00 PM 213 251 23 2 10:00 PM 11:00 PM 217 174 23 1 11:00 PM 12:00 AM 98 65 10 0 Input Parameters Raw Traffic Volumes Hour Major Street Minor Street Hour Major Street Minor Street Analysis Traffic Volumes Lyman Blvd at Sunset Trail Warrant Summary 2040 Build with SE Quadrant Avienda Development BJM 6/16/2023 H:\80000\80090_P_Avienda Final Roadway Plans\01 Intersection Control Evaluation (ICE) Report\Lyman Blvd at Sunset Trl\2023 Updated Contract\Round 3\Signal Warrant\[Sunset Signal Warrant Warrant Summary 245 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400Higher Minor StreetCombined Major Street Warrant #2 -Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 200 300 400 500 600 700 800 900 1000Higher Minor StreetCombined Major Street Warrant #2 -Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #2 - 4 HR (Graph) 246 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 600 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #3 - Peak HR (Graph) 247 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (7:00 am) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 230 408 762 655 30 7 50 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 7 0 7 Variable Conflicting major-road volume (Vc9), veh/h: 40 810 7 50 0 30 Right-turn geometry on minor-road: Volume 421 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 248 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 249 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (8:00 AM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 265 492 741 605 34 8 57 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 8 0 8 Variable Conflicting major-road volume (Vc9), veh/h: 46 976 8 57 0 34 Right-turn geometry on minor-road: Volume 483 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 250 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 251 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (4:00 PM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 526 291 585 725 68 5 114 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 92 578 5 114 0 68 Right-turn geometry on minor-road: Volume 960 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 252 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 253 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (5:00 pm) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 458 375 625 675 59 6 99 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 6 0 6 Variable Conflicting major-road volume (Vc9), veh/h: 80 743 6 99 0 59 Right-turn geometry on minor-road: Volume 836 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 254 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 255 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX E AVERAGE ANNUAL DAILY TRAFFIC 256 Lyman Blvd Lyman Blvd Lyman Blvd Powers Blvd Powers Blvd East of Powers Blvd West of Powers Blvd West of Audubon North of Lyman Blvd South of Lyman Blvd 1994 - 5200 6400 7100 - 1997 1150 - - - - 1998 - 7300 9000 5900 - 1999 2300 - - - - 2000 - 8300 9700 6800 - 2001 2900 - - - - 2003 3250 13000 15000 14200 - 2005 2850 11100 13400 13200 - 2007 2900 12000 15300 14500 - 2009 2700 8800 11300 10600 7400 2011 2450 8200 8600 8900 9300 2012 - 8800 9400 - 8600 2013 2850 - - 10000 - 2014 - 9700 - - - 2015 4000 - 14600 9600 13600 2017 3850 20000 13000 9300 11300 2019 4150 - 11900 9900 - 2021 4007 - - - - AADT Year 257 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX F FACTORED VOLUMES 258 LYMAN BLVD 24 DAILY COUNT FACTORS - FROM CARVER COUNTY EB Factor WB Factor Total 12:00 AM 44.5 0.089 23 0.04007 67.5 1:00 AM 21 0.042 11.5 0.020035 32.5 2:00 AM 95 0.19 8.5 0.014808 103.5 3:00 AM 17 0.034 18 0.031359 35 4:00 AM 52 0.104 46.5 0.08101 98.5 5:00 AM 44.5 0.089 191.5 0.333624 236 6:00 AM 176.5 0.353 329.5 0.574042 506 7:00 AM 251.5 0.503 476.5 0.830139 728 8:00 AM 289 0.578 574 1 863 9:00 AM 253.5 0.507 335 0.583624 588.5 10:00 AM 215.5 0.431 217 0.378049 432.5 11:00 AM 310 0.62 269.5 0.469512 579.5 12:00 PM 418 0.836 370.5 0.64547 788.5 1:00 PM 275.5 0.551 406 0.707317 681.5 2:00 PM 341.5 0.683 302 0.526132 643.5 3:00 PM 421.5 0.843 352 0.61324 773.5 4:00 PM 574 1.148 340 0.592334 914 5:00 PM 500 1 437 0.761324 937 6:00 PM 313.5 0.627 357.5 0.622822 671 7:00 PM 188.5 0.377 206 0.358885 394.5 8:00 PM 203 0.406 145 0.252613 348 9:00 PM 115 0.23 137.5 0.239547 252.5 10:00 PM 117.5 0.235 95 0.165505 212.5 11:00 PM 53 0.106 35.5 0.061847 88.5 Volume Totals 5291 5684.5 10975.5 Average Daily Traffic (ADT)5291 259 Factored Volume at Sunset Trail - 2025 Build Without SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 6 1 31 0 0 0 0 5 0 3 1:00 AM 0 28 3 1 16 0 0 0 0 2 0 1 2:00 AM 1 127 12 1 12 0 0 0 0 10 0 6 3:00 AM 0 23 2 1 24 0 0 0 0 2 0 1 4:00 AM 1 70 7 3 63 0 0 0 0 6 0 3 5:00 AM 1 60 6 12 261 2 2 0 2 5 0 3 6:00 AM 2 236 23 21 448 3 3 0 3 19 0 11 7:00 AM 3 337 32 30 648 5 5 0 5 27 0 16 8:00 AM 3 387 37 36 781 6 6 0 6 31 0 18 9:00 AM 3 339 32 21 456 4 4 0 4 27 0 16 10:00 AM 3 288 27 14 295 2 2 0 2 23 0 13 11:00 AM 4 415 40 17 367 3 3 0 3 33 0 19 12:00 PM 5 559 53 23 504 4 4 0 4 44 0 26 1:00 PM 3 369 35 25 552 4 4 0 4 29 0 17 2:00 PM 4 457 44 19 411 3 3 0 3 36 0 21 3:00 PM 5 564 54 22 479 4 4 0 4 45 0 26 4:00 PM 7 768 73 21 463 4 4 0 4 61 0 36 5:00 PM 6 669 64 27 595 5 5 0 5 53 0 31 6:00 PM 4 419 40 22 486 4 4 0 4 33 0 20 7:00 PM 2 252 24 13 280 2 2 0 2 20 0 12 8:00 PM 2 272 26 9 197 2 2 0 2 22 0 13 9:00 PM 1 154 15 9 187 1 1 0 1 12 0 7 10:00 PM 1 157 15 6 129 1 1 0 1 12 0 7 11:00 PM 1 71 7 2 48 0 0 0 0 6 0 3 Volume Totals 63.492 7079.358 674.9878 354.4193 7734.485 59.41986 59.41986 0 59.41986 561.6353 0 330.3737 Factored Volume at Sunset Trail - 2025 Build With SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 6 2 31 0 0 0 0 7 0 4 1:00 AM 0 28 3 1 16 0 0 0 0 3 0 2 2:00 AM 1 127 12 1 12 0 0 0 0 15 0 9 3:00 AM 0 23 2 2 24 0 0 0 0 3 0 2 4:00 AM 1 70 7 4 63 0 0 0 0 8 0 5 5:00 AM 1 60 6 17 261 2 2 0 2 7 0 4 6:00 AM 2 236 23 30 448 3 3 0 3 28 0 17 7:00 AM 3 337 32 43 648 5 5 0 5 40 0 24 8:00 AM 3 387 37 52 781 6 6 0 6 46 0 27 9:00 AM 3 339 32 30 456 4 4 0 4 40 0 24 10:00 AM 3 288 28 20 295 2 2 0 2 34 0 20 11:00 AM 4 415 40 24 367 3 3 0 3 49 0 29 12:00 PM 5 559 54 33 504 4 4 0 4 67 0 39 1:00 PM 3 369 35 37 552 4 4 0 4 44 0 26 2:00 PM 4 457 44 27 411 3 3 0 3 54 0 32 3:00 PM 5 564 54 32 479 4 4 0 4 67 0 39 4:00 PM 7 768 73 31 463 4 4 0 4 91 0 54 5:00 PM 6 669 64 39 595 5 5 0 5 80 0 47 6:00 PM 4 419 40 32 486 4 4 0 4 50 0 29 7:00 PM 2 252 24 19 280 2 2 0 2 30 0 18 8:00 PM 2 272 26 13 197 2 2 0 2 32 0 19 9:00 PM 1 154 15 12 187 1 1 0 1 18 0 11 10:00 PM 1 157 15 9 129 1 1 0 1 19 0 11 11:00 PM 1 71 7 3 48 0 0 0 0 8 0 5 Volume Totals 63.492 7079.358 677.4851 511.4182 7734.485 59.41986 59.41986 0 59.41986 841.8146 0 495.185 EB WB SB NB EB WB SB NB 1 260 Factored Volume at Sunset Trail - 2025 Build Residential Only Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 3 0 31 0 0 0 0 2 0 1 1:00 AM 0 28 1 0 16 0 0 0 0 1 0 0 2:00 AM 1 127 6 0 12 0 0 0 0 4 0 2 3:00 AM 0 23 1 0 24 0 0 0 0 1 0 0 4:00 AM 1 70 3 1 63 0 0 0 0 2 0 1 5:00 AM 1 60 3 2 261 2 2 0 2 2 0 1 6:00 AM 2 236 11 4 448 3 3 0 3 7 0 4 7:00 AM 3 337 15 6 648 5 5 0 5 10 0 6 8:00 AM 3 387 18 7 781 6 6 0 6 12 0 7 9:00 AM 3 339 15 4 456 4 4 0 4 10 0 6 10:00 AM 3 288 13 3 295 2 2 0 2 9 0 5 11:00 AM 4 415 19 3 367 3 3 0 3 13 0 7 12:00 PM 5 559 25 5 504 4 4 0 4 17 0 10 1:00 PM 3 369 17 5 552 4 4 0 4 11 0 7 2:00 PM 4 457 21 4 411 3 3 0 3 14 0 8 3:00 PM 5 564 26 4 479 4 4 0 4 17 0 10 4:00 PM 7 768 35 4 463 4 4 0 4 23 0 14 5:00 PM 6 669 30 6 595 5 5 0 5 20 0 12 6:00 PM 4 419 19 5 486 4 4 0 4 13 0 7 7:00 PM 2 252 11 3 280 2 2 0 2 8 0 4 8:00 PM 2 272 12 2 197 2 2 0 2 8 0 5 9:00 PM 1 154 7 2 187 1 1 0 1 5 0 3 10:00 PM 1 157 7 1 129 1 1 0 1 5 0 3 11:00 PM 1 71 3 0 48 0 0 0 0 2 0 1 Volume Totals 63.492 7079.358 322.5158 71.56023 7734.485 59.41986 59.41986 0 59.41986 213.7123 0 125.7131 EB WB SB NB 1 261 Factored Volume at Sunset Trail - 2040 Build Without SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 74 7 2 39 0 0 0 0 6 0 3 1:00 AM 0 35 3 1 20 0 0 0 0 3 0 2 2:00 AM 2 159 15 1 14 0 0 0 0 13 0 7 3:00 AM 0 28 3 1 31 0 0 0 0 2 0 1 4:00 AM 1 87 8 4 79 1 1 0 1 7 0 4 5:00 AM 1 74 7 15 326 3 3 0 3 6 0 3 6:00 AM 3 295 28 26 560 5 5 0 5 23 0 14 7:00 AM 4 421 40 37 810 7 7 0 7 33 0 20 8:00 AM 5 483 46 45 976 8 8 0 8 38 0 23 9:00 AM 4 424 41 26 570 5 5 0 5 33 0 20 10:00 AM 3 360 34 17 369 3 3 0 3 28 0 17 11:00 AM 5 518 50 21 458 4 4 0 4 41 0 24 12:00 PM 7 699 67 29 630 5 5 0 5 55 0 33 1:00 PM 4 461 44 32 690 6 6 0 6 36 0 21 2:00 PM 5 571 55 24 514 4 4 0 4 45 0 27 3:00 PM 7 705 67 28 599 5 5 0 5 56 0 33 4:00 PM 9 960 92 27 578 5 5 0 5 76 0 45 5:00 PM 8 836 80 34 743 6 6 0 6 66 0 39 6:00 PM 5 524 50 28 608 5 5 0 5 41 0 24 7:00 PM 3 315 30 16 350 3 3 0 3 25 0 15 8:00 PM 3 339 32 11 247 2 2 0 2 27 0 16 9:00 PM 2 192 18 11 234 2 2 0 2 15 0 9 10:00 PM 2 196 19 7 162 1 1 0 1 16 0 9 11:00 PM 1 89 8 3 60 0 0 0 0 7 0 4 Volume Totals 84.656 8846.552 846.56 445.649 9665.631 79.22648 79.22648 0 79.22648 698.412 0 412.698 Factored Volume at Sunset Trail - 2040 Build With SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 74 7 3 39 0 0 0 0 9 0 5 1:00 AM 0 35 3 1 20 0 0 0 0 4 0 2 2:00 AM 2 159 15 1 14 0 0 0 0 19 0 11 3:00 AM 0 28 3 2 31 0 0 0 0 3 0 2 4:00 AM 1 87 8 5 79 1 1 0 1 10 0 6 5:00 AM 1 74 7 22 326 3 3 0 3 9 0 5 6:00 AM 3 295 28 37 560 5 5 0 5 35 0 21 7:00 AM 4 421 40 54 810 7 7 0 7 50 0 30 8:00 AM 5 483 46 65 976 8 8 0 8 57 0 34 9:00 AM 4 424 41 38 570 5 5 0 5 50 0 30 10:00 AM 3 360 34 25 369 3 3 0 3 43 0 25 11:00 AM 5 518 50 31 458 4 4 0 4 61 0 37 12:00 PM 7 699 67 42 630 5 5 0 5 83 0 49 1:00 PM 4 461 44 46 690 6 6 0 6 55 0 33 2:00 PM 5 571 55 34 514 4 4 0 4 68 0 40 3:00 PM 7 705 67 40 599 5 5 0 5 83 0 50 4:00 PM 9 960 92 39 578 5 5 0 5 114 0 68 5:00 PM 8 836 80 49 743 6 6 0 6 99 0 59 6:00 PM 5 524 50 40 608 5 5 0 5 62 0 37 7:00 PM 3 315 30 23 350 3 3 0 3 37 0 22 8:00 PM 3 339 32 16 247 2 2 0 2 40 0 24 9:00 PM 2 192 18 16 234 2 2 0 2 23 0 14 10:00 PM 2 196 19 11 162 1 1 0 1 23 0 14 11:00 PM 1 89 8 4 60 0 0 0 0 10 0 6 Volume Totals 84.656 8846.552 846.56 643.7152 9665.631 79.22648 79.22648 0 79.22648 1047.618 0 624.338 WB SB NB WB SB NBEB EB 1 262 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX G NCHRP 8-51 WORKSHEETS 263 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH SE QUADRANT 264 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout with SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 150,000 SF 237.2575721 209 28 Retail 820 167,000 SF 232.08 144 88 Restaurant 932 28,000 SF 267.96 147 121 Cinema/Entertainment 0 - - 0 Residential 221, 220, 252 417, 92, 300 DU 283.24 72 211 Hotel 310 100 Rooms 42.55 24 19 All Other Land Uses2 565 10,000 SF 110 58 52 Total 1173.087572 654.4411634 518.6464086 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 8 18 0 0 Retail 8 11 1 0 Restaurant 29 12 4 1 Cinema/Entertainment 0 0 0 0 0 Residential 4 2 29 0 Hotel 6 3 2 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,173 654 519 Office 22% 93% Internal Capture Percentage 24% 21% 27% Retail 17% 23% Restaurant 41% 38% External Vehicle-Trips3 897 516 381 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 7% 17% External Non-Motorized Trips4 0 0 0 Hotel 4% 58% NCHRP 8-51 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-TripsLand Use Avienda Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas Transportation Institute Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 4Person-Trips *Indicates computation that has been rounded to the nearest whole number. Chanhassen, MN AM Street Peak Hour Toole Design MM 3/20/2023 2022 265 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout with SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 150,000 SF 232.485369 40 193 Retail 820 167,000 SF 816.4417305 392 425 Restaurant 932 28,000 SF 253.4 155 99 Cinema/Entertainment 0 Residential 221, 220, 252 417, 92, 300 DU 298.08 179 119 Hotel 310 100 Rooms 46.11 24 23 All Other Land Uses2 565 10,000 SF 111.2 52 59 Total 1757.7171 841.0496434 916.6674562 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 31 3 4 0 Retail 9 45 82 4 Restaurant 3 41 18 7 Cinema/Entertainment 0 0 0 0 0 Residential 5 39 22 3 Hotel 0 4 8 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,760 842 918 Office 43% 20% Internal Capture Percentage 37% 39% 36% Retail 29% 33% Restaurant 50% 70% External Vehicle-Trips3 1,104 514 590 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 58% 58% External Non-Motorized Trips4 0 0 0 Hotel 58% 52% NCHRP 8-51 Internal Trip Capture Estimation Tool Avienda Toole Design Chanhassen, MN MM 2022 PM Street Peak Hour 3/20/2023 Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) Cinema/Entertainment Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 0 0 0 0 0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Person-Trips Estimation Tool Developed by the Texas Transportation Institute 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P *Indicates computation that has been rounded to the nearest whole number. 266 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 267 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout without SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 - SF 0 0 0 Retail 820 151,000 SF 222.64 138 85 Restaurant 932 28,000 SF 267.96 147 121 Cinema/Entertainment 0 - - 0 Residential 221, 220, 252 417, 92, 300 DU 283.24 72 211 Hotel 310 - Rooms 0 0 0 All Other Land Uses2 565 10,000 SF 110 58 52 Total 883.84 415.9737 467.8663 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 11 1 0 Restaurant 0 11 4 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 2 29 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 884 415 469 Office N/A N/A Internal Capture Percentage 13% 14% 12% Retail 9% 14% Restaurant 27% 12% External Vehicle-Trips3 768 357 411 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 7% 15% External Non-Motorized Trips4 0 0 0 Hotel N/A N/A Chanhassen, MN AM Street Peak Hour Toole Design MM 3/20/2023 2022 Estimation Tool Developed by the Texas Transportation Institute Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 4Person-Trips *Indicates computation that has been rounded to the nearest whole number. Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 8-51 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-TripsLand Use Avienda 268 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout without SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 - SF 0 0 0 Retail 820 151,000 SF 759.3338096 364 395 Restaurant 932 28,000 SF 253.4 155 99 Cinema/Entertainment 0 Residential 221, 220, 252 417, 92, 300 DU 298.08 179 119 Hotel 310 - Rooms 0 0 0 All Other Land Uses2 565 10,000 SF 111.2 52 59 Total 1422.01381 750.5992286 671.414581 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 45 82 0 Restaurant 0 41 18 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 36 22 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,422 750 672 Office N/A N/A Internal Capture Percentage 34% 33% 36% Retail 21% 32% Restaurant 43% 60% External Vehicle-Trips3 934 506 428 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 56% 49% External Non-Motorized Trips4 0 0 0 Hotel N/A N/A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P *Indicates computation that has been rounded to the nearest whole number. Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Person-Trips Estimation Tool Developed by the Texas Transportation Institute 0 0 0 Origin (From)Destination (To) Cinema/Entertainment 0 0 Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) 2022 PM Street Peak Hour 3/20/2023 Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips NCHRP 8-51 Internal Trip Capture Estimation Tool Avienda Toole Design Chanhassen, MN MM 269 270 271 272 273 274 275 276 277 278 279 280 281 THE AVIENDA TOWNHOME ( 4 PLEX )CHANHASSEN MNDRAWING INDEXNot UsedMain Level Floor PlanA-6A-5ARCHITECTURALExterior (Right) ElevationsExterior (Left) ElevationExterior (Front)ElevationA-1A-3A-2A-7Foundation PlanA-8A-4T-1Titleblock SheetExterior (Back) ElevationUpper Level Floor Plan15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsT-1282 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO. SHEET INDEX Lower Level Finish Plan A-3 Electrical Plan First Floor Plan A-6 A-7 A-5 A-4 ARCHITECTURAL Exterior (Side) Elevations Exterior (Back) Elevation Exterior (Front)Elevation T-1 A-2 A-1 I-2 E-1 E-2 A-8 A-9 S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation Plan Interior Elevations Electrical Plan Building Sections Building Sections Main Floor Framing Plan I-1 Interior Elevations Titleblock / Survey I-3 Interior Elevations Building Sections I-4 Interior Elevations A-1 283 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-3284 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-4285 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-5286 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-6287 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-7288 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-8289 THE AVIENDA TOWNHOME ( 3 PLEX )CHANHASSEN MNDRAWING INDEXNot UsedMain Level Floor PlanA-6A-5ARCHITECTURALExterior (Right) ElevationsExterior (Left) ElevationExterior (Front)ElevationA-1A-3A-2A-7Foundation PlanA-8A-4T-1Titleblock SheetExterior (Back) ElevationUpper Level Floor Plan15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsT-1290 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO. SHEET INDEX Lower Level Finish Plan A-3 Electrical Plan First Floor Plan A-6 A-7 A-5 A-4 ARCHITECTURAL Exterior (Side) Elevations Exterior (Back) Elevation Exterior (Front)Elevation T-1 A-2 A-1 I-2 E-1 E-2 A-8 A-9 S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation Plan Interior Elevations Electrical Plan Building Sections Building Sections Main Floor Framing Plan I-1 Interior Elevations Titleblock / Survey I-3 Interior Elevations Building Sections I-4 Interior Elevations A-1 291 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-3292 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-4293 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-5294 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-6295 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-7296 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-8297 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICB STATE OF MINNESOTA) )ss COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for a Site Plan Review, Vacation, and a Preliminary Plat for 53 Rowhomes located at the SW Corner of Powers and Lyman Boulevards. Property Owner: Level T Development, Applicant: Landform Professional Services .LLC. 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 of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. \ Kim City Clerk to before me 2023 JENNIFER ANN POTTER Notary Public-Minnesota My Commission Expiros Jan 31' 2027 Public 298 Subject Parcel Disclaimer This map is neither a legally recorded map nor a suNey and is not intended to be used as one. This map is a compilation of records, information and data located in various city' county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational' tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data provided. (Tax_nameD <Tax_add_!l> <Tax_add_|2> Subject Parcel Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the Gls Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data provided. <Next Record><Tax_nameD <Tax_add_ll> aTax_add_!2> r r ,sq }{ f.t r }JI IiJJ --lrt N II r: l- '{ Er l', {r 299 Notice of Public Hearing Chanhassen Plan Commission Tuesday, June 20, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order ofthe agenQe.Date & Time: Location:7700 Market Blvd.City Hall Council Chambers, Proposal: Landform Professional Services, LLCApplicant: Level 7 DevelopmentOwner: Property Location: SW Corner of Powers & Lyman Blvd. is on the reverse side of this notice.A location map The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: l. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Gomments: To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenm n. gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Bob Generous by email at emaass@chanhassenmn.gov or by phone at952-227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to h ttps : //www. c h a n h a s s e n m n . q ov/i-wa ntto/s u bsc ri be City Raview Procedure:. Subdivisions, Planned Unit Deyelopments, Site Plan Revi6ws, Conditional and lnterim Uss, Wetland Alterations, Rezonings, Comprehsnsive Plan Amsndments, Varian@s, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinan@s require all property within 500 feet of the subjact site to be notified of the application in writing. Any interested party is invited to attend the meeting. . Statf prepares a report on the subject application that includ€s all pertinent informalion and a rocommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overyiew of the report and a remmmendation. The item will be opened for the public to sp€ak about the proposal as a part of the hearing pro@ss. The Commission will close the public hearing and discuss the item and make a re@mmendation lo the City Council. The City Council may reverse, affirm or modify wholly or partiy the Planning Commission's re@mmendation. Rezonings, land use and @de amendments take a simple majority vote of the City Council ex@pt rezonings and land use amendments from residential to mmmercial/industrial. . Minnesota State Statute 51 9.99 requires all applications to be pro@ssed within 60 days unless the applicant waives this standard. Some appli€tions dua to their complexity may tak6 sevoral months to complete. Any person wishing to follow an item through tho proess should check with the Planning Deparlment regarding its status and scheduling for the City Council meeting. . A n€ighborhood spokesparson/reprosentalive is encouraged to provide a @ntac1 for the city. Often dovolopsrs are encouraged to meet with the neighborh@d regarding their prcposal. Staff is al$ available to review the poect with any interested per$n(s). . Be@us6 lhe Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any @respondene regarding the appli€tion will be includsd in the report to the City Council. lf you wish to have something to be included in the report, olease mntact the Planninq Staff person named on the notifi€tion. Notice of Public Hearing Chanhassen Pla Commission Meeti Date & Time:Tuesday, June 20, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location 7700 Market BlvdCity Hall Council Chambers, Proposal:Consider a request for a Site Plan Review, Easement Vacation, and a Preliminary Plat for 53 Rowhomes. Applicant:Landform Professional Services, LLC Owner:Level 7 Development Property Location: SW Corner of Powers & Lyman Blvd. A locrtion map is on the reverse side of this 4qi!9- The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: l. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. What Happens at the Meeting: To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenmn. gov/DroposeddeveloDments. If you wish to talk to someone about this project, please contact Bob Generous by email at emaass@chanhassenmn.gov or by phone at952-227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Questions & Gomments: Sign up to receive email updates about this or other projects. Go to h ttps : //www. c h a n h asse n m n . o ov/i-wa nt-to/s u bscri be City Review Procedure:. Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ddinanes require all prop€rty within 5OO feet ot the subject site to be notified of the applietion in writing. Any interested party is invited to attend the meeting. . Staff prepares a roport on the subject application that includes all pertinent information and a re@mmendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a remmmendation. The item will be opened for the public to speak about tha proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a re@mmendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rszsings, land use and @de amendments take a simple majority vote of the City Council ex@pt rezonings and land use amendments from residential to mmmercial/industrial. . Minnesota State Statute 519.99 requires all applications to be pro€ssod within 60 days unless the applicnt waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department rogarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/represontative is encouraged to provide a contacl forthe city. Often developers are enmuraged to meet with the neighborh@d regarding thgir proposal. Staff is ale available to review the poecl with any interested person(s). . Because the Planning Commission holds the public hearing, the City Council does not. Manutas are taken and any corresponden@ regarding the application will be includsd in the report to the City Council. lf you wish lo have something to be inctuded in the remrt. olease contact the Planninq Staff person named on the notifi€tion. Consider a request for a Site Plan Review, Easement Vacation, and a Preliminary Plat for 53 Rowhomes. What Happens at the Meeting: 300 Tax name AARON LEIGH SANDNESS AHMEND SAYNAB DHAGANE ALEKSANDR S SIMANOVICH ALEXANDER WILLIAM U RSEt ALIAKSANDR KHARYTOVICH ALICIA BRACKETT ANDREW KIM ANDREW LASKA ANKUR WAHI ANN A CHOI ROLOFF ANN FITZGIBBONS ANNIE T DANIETSON ARAVIND PUTTA ARUNKUMAR JOTHIRAMALINGAM ASHLEY N NELSON REVOCABLE INTERVIVOS TRU BALAJI MONHANCHANDRAN BARRY W KOPPEN BEJAN M DARBANDI BHANU P THOTA BHASKAR GURRAMKONDA BRADTEY WESTVIG BRANDON A CARMACK BRANDON B MEHDIZADEH BRANDON ZENK BRIAN DUNN BRIAN HELTEMES BRIAN OMMEN BRYAN T PETERSEN BYRON A DICKINSON C DAVID LUTHER IRREV TRUST FBO AVA LUTHE CAMDEN RIDGE NEIGHBORHOOD ASSN CAROLYN HARBERT CATHERINE A BURNS Tax add 11 9171 RIVER ROCK DR N 9301 RIVER ROCK DR N 1482 MILLS DR 9170 DEGLER CIR 9053 DEG LER LN 9461 RIVER ROCK DR S 9O7O DEGLER CIR 9291 RIVER ROCK DR N 9092 RIVER ROCK DR N 9413 RIVER ROCK DR S 9452 RIVER ROCK DR S 9130 DEGTER CIR 1505 MILLS DR 9044 DEGLER LN 1485 MILLS DR 9112 RIVER ROCK DR N 9160 DEG LER CIR 1480 PEMBROKE PASS 1495 MILLS DR 1471 DEGLER CIR 1430 J ERSEY WAY 1482 CAMDEN RIDGE DR 1511 CAMDEN RIDGE DR 9091 RIVER ROCK DR N 1421 HENRY CT 1502 CAMDEN RIDGE DR 9081 RIVER ROCK DR N 9180 RIVER ROCK DR N 1532 MILLS DR 1452 MILLS DR 1801 AMERICAN BLVD E STE 21 9492 RIVER ROCK DR S 9401 RIVER ROCK DR S Tax add 12 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2701 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4836 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317.4812 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317-4750 CHANHASSEN, MN 5531,7-8622 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317.2200 CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. BLOOMTNGTON, MN 55425-1230 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317. 301 CHAD ENGEL CHARLES CUDD CO, LLC CHARLES H JORENBY CHETAN CHANDRASEKARA CHRISTOPHER R ANDERSON CTARENCE OLIVER DAVIS CLINT ALLEN BITTING CODY PRIBBLE CRAIG ALESSO CURTIS t CLEMENTS DAMIAN L NOLD DANIEL A O'CONNELL DANIEL MARTINEZ DANNY RICHARD MOGOLLON DARYL E JAROSCH DAVID H MORRIS DAVID HELDMAN DAVID K LAWSON DAVID MODROW DAVID T & JENNIFER R PERRY DEGLER LAND COMPANY tLC DENNIS WERINGA DERE K JOHN OLSON DEREK M & JENNIFER L PAULING DINESH PATTANASHETTARU DIWAHAR SIVARAJ DONALD EDWARD VASATKA III DOUGLAS D SUMNER DUNN FAMILY TRUST EBENEZER & SUSANNA PETERS EDWARD A KUGLAND EDWARD KIM ELIZABETH A GROVER ERIC L & JENNIFER L SWANSON 9O5O DEG tER CIR 15050 23RD AVE N 1650 JEURRISEN LN 1511 DEGLER CIR 1423 BETHESDA CIR 9472 RIVER ROCK DR S 1531 CAMDEN RIDGE DR 8991 RIVER ROCK DR 9445 RIVER ROCK DR S 1480 BETHESDA CIR 91OO DEGLER CIR 9071 DELGER CIR 9072 RIVER ROCK DR N 9409 RIVER ROCK DR S 9469 RIVER ROCK DR S 9459 RIVER ROCK DR S 9041 DEGLER CIR 9060 DEGLER CIR 9460 RIVER ROCK DR S 9250 ELLENDALE LN 541 PINEVIEW CT 9421 RIVER ROCK DR S 1520 PEMBROKE PASS 9260 RIVER ROCK DR N 9210 ELLENDALE LN 9OO1 RIVER ROCK DR N 9120 DEGLER CIR 9140 DEGLER CIR 1411 HENRY CT 9280 RIVER ROCK DR N 9468 RIVER ROCK DR S 1435 MILLS DR 9480 RIVER ROCK DR S 1440 BETHESDA CIR CHANHASSEN, MN 55317- PLYMOUTH, MN 55447- CHANHASSEN, MN 553],7. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4749 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317.2303 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4749 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317. CHANHASSEN, MN 55377 -47 47 CHANHASSEN, MN 55317.8697 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4780 CHANHASSEN, MN 55317-2200 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317- CHANHASSEN, MN 553I7-2304 CHANHASSEN, MN 55317-4749 302 ERIK JOHNSON ERIK VIEYRA EVAN M LUCORE FRANKLIN BLYDENBURGH GARY REITER GEORGE MURRAY GREGORY M VILAND GROENEWOLD JOINT REVOCABLE TRUST GUNJAN SHARMA HAROLD STANDLEY HASSAN NADEEM HEATHER J MEYER HUONG N DANG JACKLYN M DONNELL JACOB A WILLS JACOB VOELTZ JAMES S ROHWER JANET KAY LASH REV TRUST IARED A & SUSAN EANDERSSON JASON P CUSICK JEFFREY BUCKLEY JEFFREY S JACOBS JENN IFER CHOU FAMITY TRUST JENNIFER MAASS JERALD D STIELE JESSE L MILLER JILL MARIE MADISON JOAN M MCNANEY JOHN ANDREW THEISEN JOHN C PETERSON JOHN P BYLSMA JOHN R SAUER JON J VARNER JON R RATHBUN 9081 DEGLER CIR 8981 RIVER ROCK DR 1440 JERSEY WAY 9122 RIVER ROCK DR 1460 JERSEY WAY 1430 BETHESDA CIR 1512 CAMDEN RIDGE DR 9444 RIVER ROCK DR S 1470 JERSEY WAY 1630 JEURISSEN LN 9043 DEGLER LN 9440 RIVER ROCK DR S 9151 RIVER ROCK DR N 1441 HENRY CT 9021 DEGLER CIR 1501 DEGLER CIR 9111 RIVER ROCK DR N 9455 RIVER ROCK DR S 9260 ELLENDALE LN 9439 RIVER ROCK DR S 1522 MILLS DR 9429 RIVER ROCK DR S 1471 CAMDEN RIDGE DR 1461 HENRY CT 1492 CAMDEN RIDGE DR 9051 RIVER ROCK DR N 9161 RIVER ROCK DR N 1455 MILLS DR 1472 CAMDEN RIDGE DR 1459 BETHESDA CIR 9110 DEGLER CIR 9O9O DEGLER CIR 93OO RIVER ROCK DR N 15OO PEMBROKE PASS CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, MN 55317- MN 55317- MN 55317-8622 MN 55317- MN 55317- MN 55317-4749 MN 55317- MN 55317- MN 55317-8622 MN 55317-4842 MN 55317- MN 55317- MN 55317-4758 MN 55317- MN 55317-4836 MN 55317- MN 55317-4758 MN 55317- MN 55317- MN 55317-2304 MN 55317-4812 MN 55317- MN 55317- MN 55317- MN 55317- MN 55317-4845 MN 55317- MN 55317-4811 MN 55317- MN 55317-4749 MN 55317-4780 MN ss317-4836 MN 55317-4746 MN 55317-4748 303 JONATHAN M GILBERT JONATHAN R & SHANNON G ABAD JOSEPH A BRANDT JOSEPH ATTHAUS JOSEPH ARMSTRONG JOSHUA P CARLSON JUN CHOE JUSTIN D ROBINSON JUSTIN KYLE HANSEN .JUSTIN P BRONCE .JUSTIN STERLING KAMINI RAMARAJ KAREN L VILLWOCK KARIN RENAE O'HARA KATHERINE A NOTCH KATHERINE GRACE PEYTON GROVEN KATHERINE RUCKER KATHLEEN MAI SCHUMACHER KAYLA K BORCHERT KELLY L LUDFORD KELLY WANG KENT SPAULDING KEVIN E VETSCH & DANA M VETSCH REV TRUST KIM KIM KIMBERTY GOERS LIVING TRUST KOU THAO KRISTI LINDELL KURT JANTSCHER KYLE KRAMER KYLE STOKKE LAKSHMI JYOTSNA AKUTHOTA LEONARDO ANTONIO VIVAS LUNA LEVEL 7 DEVELOPMENT LLC LORENJ&SANDRAMDENNIN 1641IEURISSEN LN 1439 BETHESDA CIR 1515 MILLS DR 1610 JEURISSEN tN 1427 BETHESDA CIR 9091 DEGLER CIR 9271 RIVER ROCK DR N 1451 BETHESDA CIR 9417 RIVER ROCK DR S 1462 CAMDEN RIDGE DR 1450 BETHESDA CIR 9210 ELLENDALE LN 9496 RIVER ROCK DR S 1431 HENRY CT 9083 DEG LER LN 150], CAMDEN RIDGE DR 9488 RIVER ROCK DR S 9063 DEG LER LN 1420 JERSEY WAY 1492 MttLS DR 9270 RIVER ROCK DR N 8971 RIVER ROCK DR N 9310 RIVER ROCK DR N 9041 RIVER ROCK DR N 9449 RIVER ROCK DR 9034 DEG LER LN 9330 RIVER ROCK DR N 9281 RIVER ROCK DR N 9071 RIVER ROCK DR N 315 N VAN BUREN AVE 1443 BETHESDA CIR 9405 RIVER ROCK DR S 4600 KINGS POINT RD 1521 PEMBROKE PASS CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317-4749 CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317.4749 CHANHASSEN, MN 55317-4835 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2302 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2200 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2701 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4746 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. SPRINGFIELD, MN 56087-1539 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- MINNETRISTA, MN 55331-9628 CHANHASSEN, MN 55317. 304 MANDEEP S VIRK MARC G ILLITZER MARCO RASGATTINO MARK RAICHE MARK THOMAS STANLEY ANDERSON MARTIN E THOMPSON MATTH EW M KISTNER MATTH EW PAUL BEAMAN MATTH EW WANGERIN MAX JAHRAUS MEGHAN MAROSTICA MICHAEL COY MICHAEL J BENDER MICHAEL OCHS MYTHILI KARUPPUSAMY NATHAN HANSON NATHAN STIER NICHOLAS J KOSHENINA NICK HEINZE NITESH C SUTHAR NIRMAL KHAREL NORMAN W VANEK O'NEILL LIVING TRUST ONESIMO ALEMAN OPENDOOR PROPERTY TRUST I PATRICK R CHRISTENSEN PATRICK T MACY PAVITHRA SRINIVASACHARIAR LAKSHMI NARASI PETER G JONSWOLD PRAMOD PUTTA PRESERVE @ BLF CRK HM OWN ASSN PRESERVE @ BLF CRK HOMEOWNERS RACHELLE M JOHNSON RAJEEV HOSUR 9190 RIVER ROCK DR N 1461 DEGLER CIR 9141 RIVER ROCK DR N 9448 RIVER ROCK DR S 1491 DEG LER CIR 9484 RIVER ROCK DR 5 1465 MILLS DR 9320 RIVER ROCK DR N 9O8O DEGLER CIR 9311 RIVER ROCK DR N 9240 ELLEN DALE LN 1451 HENRY CT 1640 JEURISSEN LN 1551 CAMDEN RIDGE DR 1431 BETHESDA CIR 9021 RIVER ROCK DR N 92OO ELLEN DALE LN 9102 RIVER ROCK DR N 1491 CAMDEN RIDGE DR 9031 DEGLER CIR 9073 DEGLER LN 9441 RIVER ROCK DR S 1470 BETHESDA CIR 1480 JERSEY WAY 410 N SCOTTSDALE RD STE 1600 1521 CAMDEN RIDGE DR 1472 MILLS DR 1460 BETHESDA CIR 9101 DEG LER CIR 1502 MILLS DR 1801 AMERICAN BLVD E STE 21 4672 SLATER RD 1481 CAMDEN RIDGE DR 9082 RIVER ROCK DR N CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317.4750 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317- CHANHASSEN, MN 553],7.2304 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317.4746 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317.4747 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.2302 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8622 TEMPE, AZ 85281- CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317-4812 BLOOMINGTON, MN 55425- EAGAN, MN 55722-2362 CHANHASSEN, MN 55317.2302 CHANHASSEN, MN 55317- 305 RANJITH REDDY GADDAM RICHARD N JOHNSON ROBERT DIRKS ROBERT TODD BROPHY ROGER T RICHARDSON JR ROLF LEE DIXON ROSE LYNDA PYKA RYAN T MCCORMICK SADAT IMRAN KHAN SANTOSH KUMAR RAJURI SCOTT BERRY SCOTT D MCGINNIS SEAN J FLAHERTY SEAN T WATTS SHANKAR KRISHNAN SHAUN ADAMS SH EEL K PATEL SOMASUNDARAM KRISHNAMURTHY SREENIVAS SAMPAT STEPHEN J & LYN A MACHACEK STEVEN C WIGNESS SUDEEP & ARCHANA POMAR SUDHAKAR JAGARKAT SUDIP SHERCHAN SUMAN K THAPA SUSAN LYNNE O'BRIEN TRUST SWATH I BACHU THE LARRY & JUDITH KASSEBAUM LIV TRUST THE PRESERVE AT BLU FF CREEK HOMEOWNERS A THE WILLIAM WAYNE & LUANN PATRICIA CRAWF THEODORE TALKINGTON THOMAS HENRY DOOLING IV THOMAS MCCUE TIRTHA RAJ KHAREL 1490 PEMBROKE PASS 95OO RIVER ROCK DR S 9064 DEGLER LN 9220 ELLENDALE LN 9150 DEGLER CIR 1620 JEURISSEN LN 9011 RIVER ROCK DR N 1475 MILLS DR 9230 ELLENDALE LN 9061 DEGLER CIR 1511 PEMBROKE PASS 9455 RIVER ROCK DR S 1512 MILLS DR 1525 MILLS DR 9180 DEGLER CIR 9290 RIVER ROCK DR N 1541 CAMDEN RIDGE DR 9031 RIVER ROCK DR N 9061 RIVER ROCK DR N 1510 PEMBROKE PASS 1651.IEURISSEN LN 1481 DEGLER CIR 9101 RIVER ROCK DR N 9054 DEG LER LN 1462 MILLS DR 9476 RIVER ROCK DR S 9074 DEGLER LN 4049 N STARRY PASS CIR 81OO OLD CEDAR AVE S STE 3OO 9451 RIVER ROCK DR S 1501 PEMBROKE PASS 9435 RIVER ROCK DR S 1490 JERSEY WAY 9425 RIVER ROCK DR S CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4836 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4842 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317-4748 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317.4748 CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317-4750 CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2701 MESA, AZ 85207-1196 MINNEAPOLIS, MN 55425- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317-8622 CHANHASSEN, MN 55317-2304 306 TRACY & SANDY REMINGTON TRUST AGMT OF DONALD M & MARY A KETCHAM TUSHAR BAPAT VAIBHAV PRATAP SHARMA VANSANTHA AYYALU VARA PRASAD KUNTLA VEERA VENKATA SATYA VARUN PARVATANENI VENKATA TOGISETTI WAYNE A WEST WENDY M GALL YI HE ZACHARY JEROME PLEISS ZACHARY NELSON ZHEXIN ZHANG 1531 PEMBROKE PASS 9456 RIVER ROCK DR S 9052 RIVER ROCK DR N 1447 BETHESDA CIR 9062 RIVER ROCK DR N 9042 RIVER ROCK DR 9131 RIVER ROCK DR N 1,2816 TEOPOLD TRL 9454 RIVER ROCK DR S 1445 MILLS DR 9431 RIVER ROCK DR S 1419 BETHESDA CIR 1435 BETHESDA CIR 1455 BETHESDA CIR CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN FRtSCO, TX 75035- CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN 55317 -47 48 55317-2304 55377- 55317- 55317- 55317- 55317 -4758 55317- 55377 -4atl 553\7-2304 55317- 55317- 55317 -47 49 307 Planning Commission Item July 18, 2023 Item Consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet for property located at the SW corner of Arboretum Blvd and Audubon Blvd. File No.2023-16 Item No: B.4 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Applicant Mesenbrink Construction & Engineering, Inc. 7765 165th Street East Prior Lake MN 55372 Edward Farr Architects Inc. Present Zoning Industrial Office Park District (IOP) Land Use Office/Industrial Acerage 29.52 acres Density 0.32 FAR Applicable Regulations Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XII, “IOP” Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-Institutional Developments Chapter 20, Article XXVI, Signs Chapter 20, Article XXIX, Highway Corridor District 308 SUGGESTED ACTION "The Chanhassen Planning Commission recommends approval of the request for a Subdivision re- platting two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, and a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet for property located at the SW corner of Arboretum Blvd and Audubon Blvd., subject to the conditions of approval and adopts the attached Findings of Fact and Decision" SUMMARY The applicant is requesting a Subdivision re-platting two outlots, a Vacation of easements and right-of- way with the final plat, a Wetland Alteration Permit, a Site Plan review for two office/industrial buildings with a total size of 394,247 square feet. BACKGROUND The proposed development is at PINs 254520020 & 254480020 which were platted in 1988 (McGlynn Park) and 1995 (McGlynn Park 2nd Addition), respectively. DISCUSSION The applicant is replatting two outlots into two developable lots (Lot 1 = 16.38 acres, Lot 2 = 11.96 acres). In conjunction with the plat, they will be vacating a portion of the existing McGlynn Drive right- of-way. The subdivision complies with the subdivision regulations and meets the standards of the Industrial Office Park District. The developer is requesting site plan approval for two office industrial buildings of 229,688 square feet (Building A) and 164,559 square feet (Building B) that will be used as an office-manufacturing-warehouse. The proposed buildings meet the standards in the zoning ordinance. The proposed plans show six wetlands on site. All the wetlands, except the northwest and north-central wetlands are impacted due to the development of the properties. The developer will fill and provide wetland bank mitigation for the impacted wetland. RECOMMENDATION Staff recommends that the Chanhassen Planning Commission recommends approval of the Subdivision, Site Plan, and the Wetland Alteration Permit request for the construction of Audubon Business Park subject to the conditions of approval and adopts the Findings of Facts and Recommendation. ATTACHMENTS Staff Report Findings of Fact Development Review Application Civil Plans Zoning (Architectural) Plans Landscape Plans 309 Lighting Plan Traffic Analysis Memo Affidavit of Mailing Audubon Business Park 310 Page 1 of 17 Application: Subdivision, Site Plan, Wetland Alteration Permit, Vacation, and Variance (PC #2023-16) Planning Commission Review Date: July 18, 2023 City Council Review Date: August 14, 2023 SUMMARY OF REQUEST: The applicant is requesting a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances. LOCATION: Located at the SW corner of Arboretum Blvd and Audubon Blvd. Outlot A, McGlynn Park and Outlot A, McGlynn Park 2nd Addition; PID 254520020 and 254480020 (Subject Property) OWNER: Mesenbrink Construction & Engineering, Inc. 7765 165th Street East Prior Lake MN 55372 Applicant: Edward Farr Architects Inc. CURRENT ZONING: Industrial Office Park, IOP PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the Subdivision, Site Plan, and the Wetland Alteration Permit request for the construction of Audubon Business Park subject to the conditions of approval and adopts the attached Findings of Facts and Recommendation.” 311 Page 2 of 17 2040 LAND USE PLAN: Office Industrial (O/I) ACREAGE: 29.52 acres DENSITY: 0.32 FAR LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city’s discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The city’s discretion in approving or denying a Wetland Alteration Permit is limited to whether the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XII, “IOP” Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments Chapter 20, Article XXVI, Signs Chapter 20, Article XXIX, Highway Corridor District ZONING OVERVIEW Zoning Designation The property is zoned Industrial Office Park District, IOP. Environmental Protection Districts Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. 312 Page 3 of 17 Bluff Protection - The proposed project is located outside of the required bluff setback. Floodplain Overlay - The proposed project is located outside of the floodplain. Shoreland Management - The property is outside of the Shoreland Protection District. Wetland Protection – Wetlands do exist on the site and are being proposed to be altered in accordance with the wetland sequencing application being reviewed by the Technical Evaluation Panel (TEP) charged with administering the Wetland Conservation Act (WCA) on behalf of the City of Chanhassen as the Local Government Unit (LGU). SUBDIVISION REVIEW The applicant is replatting two outlots into two developable lots. In conjunction with the plat, they will be vacating a portion of the existing McGlynn Drive right-of-way. EASEMENTS The proposed development is at PINs 254520020 & 254480020 which were platted in 1988 (McGlynn Park) and 1995 (McGlynn Park 2nd Addition), respectively. At that time typical public 313 Page 4 of 17 drainage and utility easements (DUE) along the property lines were recorded. With the proposed development these public DUEs must be vacated concurrently with the recording of the final plat and newly platted DUE in accordance with City Ordinance provided. Additionally, public water mains will extend into the site as discussed later under “Utilities” of this report. A 20-foot easement centered over the public mains shall be provided in accordance with Sec. 18- 76 of City Ordinance; the developer’s preliminary and final plat generally indicate these easements will be provided. The developer is proposing to dedicate public right-of-way (ROW) along Coulter Boulevard to meet the requirements of City Ordinance. Coulter Boulevard is a collector road and is required under Sec 18-57(b) to have an 80-foot-wide ROW. The applicant is providing adequate width associated with Coulter Boulevard abutting the south side of the proposed development by dedicating an additional 10 feet, as well as vacating a public road easement (Doc. No. 212079 with Carver County) and platting the required ROW. A platted ROW is preferred over easements as they are more specific and provide more protection for their public use in perpetuity. Furthermore, the developer is proposing to dedicate ROW over the newly located McGlynn Road cul-de-sac which appears to generally be in conformance with the City’s Standards and Specifications and Detail Plates (#5205). Lastly, the developer shall provide an updated title commitment prior to the recording of the final plat, Development Contract, and Site Plan Agreement and provide any recorded encumbrances on the property identified on the title commitment. STORMWATER UTILITY CONNECTION CHARGES City Ordinance sets out the fees associated with surface water management when subdividing properties. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that t he more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lots of record being created. It is assessed at the rate in effect at that time; the 2023 rate for industrial is $23,820.00 per acre o f developable land: SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE GROSS AREA $9,180 2.205 $ 20,241.90 OUTLOT A $9,180 0.548 $ (5,030.64) NET AREA 1.657 $ 15,211.26 The net SWMP fee due at the time of final plat (in 2023) is estimated to be $666,957.62. SANITARY AND WATER UTILITIES The site has access to public sanitary sewer and water mains abutting the property within Coulter Boulevard’s and McGlynn Road’s rights-of-way. The applicant is proposing to extend 314 Page 5 of 17 sanitary sewer from the previously installed stub from McGlynn Road and extend water mains from the previously installed stubs from Coulter Boulevard and McGlynn Road. The proposed water main and sanitary sewer main extensions shall be owned and maintained by the city after acceptance of the public improvements by the City Council. As such, the installation of these public utilities will be required to be constructed in conformance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. Based on the plans provided the public water mains will be looped internally to provide better serviceability and water quality to the site. There is an extension to the north of “Building A” that will not be looped as its extension is only to provide adequate fire suppression (hydrants) to that portion of the building. All hydrant locations must be verified by the Fire Department. In order to access and maintain the newly installed public utilities adequate public drainage and utilities must be recorded prior to or concurrently with the final plat . Minimum easements are 20 feet wide from the center of the utility alignment in typical construction applications, however, easements can vary in width depending on the depth and size of infrastructure proposed. As currently proposed with the construction plans and final plat, adequate easements have been provided. However, the applicant will be required to supply profile drawings of all the public utilities being extended on-site, this includes the sanitary sewer main, in order for staff to review and approve all required easements. There is approximately 250 linear feet of public water main that is proposed to be constructed on substantial fill (>3 feet), and a total of approximately 450 linear feet of public water main on fill throughout the site. When utilities are constructed over fill, there are concerns that inadequate compaction and/or materials could be used which can lead to the fill settling over time which can cause the water main to shift or break. It does not appear that the geotechnical report provided with the application materials addresses this concern. The developer shall update the geotechnical report to incorporate recommendations and requirements when constructing utilities over fill areas. Construction plans must incorporate these recommendations, and a geotechnical engineer must be on -site to observe that the construction is in conformance with the incorporated recommendations. Final civil construction plans will be subject to review and approval by staff prior to recording the final plat. Fees Based on the proposal the following fees would be collected according to rates in effect for 2023 with the Development Contract: a) Administration Fee: If the improvement costs are less than $500,000, 3% of the improvement costs. If the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. b) Surface water management fee: $23,820/acre. c) Park dedication fee: $12,500/acre. d) GIS fees: $100 for the plat plus $30 per parcel. 315 Page 6 of 17 LANDSCAPING AND TREE PRESERVATION The applicant for the Audubon Business Park did submit tree preservation calculations. They are as follows: Total inches (significant trees) 2,550” Total inches removed (significant trees) 2,322” Total inches preserved (significant trees) 228” The applicant’s inventory seemed accurate (most trees sampled were one to two inches larger than the diameter recorded in the inventory), based on several sample areas checked in the field. The site is not fully wooded and has been farmed for many years, based on aerial images going back to the 1930s. Trees that have been on the site have been historically located around several buildings that were located near where the current McGlynn Rd is located. No trees on the site are older than 35 years (except maybe a couple individuals in the NW wetland area). PARKS & RECREATION The quality and number of recreational facilities in a community directly contribute to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks an d open space. As the City of Chanhassen has developed and increased in population and businesses, more pressure and attention has been given to providing recreational opportunities for our residents, visitors, employees, and businesses. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. The development is within a half mile of Chanhassen Recreation Center and 1,727 feet of Lake Ann Park. The site connects directly to trails on Audubon Road and Coulter Boulevard. Park and Trail Conditions of Approval Park fees for the new building sites in effect at the time of final plat approval shall be paid prior to recording the plat. The park fees for 2023 are $12,500.00 per acre for commercial/industrial land. The developer shall pay $349,987.50 when subdivided in 2023. (27.999 acres x $12,500 = 349,987.50) SITE PLAN REVIEW The developer is requesting site plan approval for two office industrial buildings of 229,688 and 164,559 square feet that would be used as an office-manufacturing-warehouse. 316 Page 7 of 17 The Industrial Office Park District outlines specific setbacks for development A summary of the applicable setbacks and design standards is provided below: ACCESS The Audubon Business Park development is proposed at PINs 254520020 & 254480020 which are located at the NWC of Audubon Road & Coulter Boulevard with additional access to the properties at the cul-de-sac of McGlynn Road. Two accesses are being proposed via Coulter 317 Page 8 of 17 Boulevard, a city collector road, and three accesses are being proposed from McGlynn Road, a city local road. Two of the three accesses from McGlynn Road will provide ingress/egress to the truck loading areas and truck/trailer parking, while the remaining accesses to the site will provide ingress/egress to the 482 parking stalls surrounding the north and south lots. A Tr affic Analysis produced by Vernon Swing, PE with SSTS was provided which evaluated existing traffic operations and potential traffic impacts to the adjacent roadway network based on the proposed use for the anticipated 2024 build. The report concluded that traffic operations will continue to operate under acceptable levels of service for the adjacent road network. Trip generation calculations provided indicate that additional traffic generation would produce 268 and 291 trips during the a.m. and p.m. peak hours, respectively, and a weekday ADT of 1,870. These trip generation values were calculated based on the Institute of Transportation Engineers’ Trip Generation Manual, 11th Edition (ITE) by utilizing the ITE’s Land Use Code of “Manufacturing” for the entire site’s building areas (approximately 393,600 square feet). The developer in their narrative provided information that there will be office and potentially other Land Use codes associated with the development. The developer will be required to update the trip generation estimates in accordance with the anticipated Land Use Codes. If the development is estimated to generate either 250 or more peak-hour vehicle trips or 2,500 or more new daily trips after this update, the Traffic Analysis will be required t o be updated to incorporate a future year analysis of 2040 and the impacts on the level of service and operations of the surrounding network. The final traffic analysis will be subject to review and approval by staff prior to recording the final plat. The development’s proposal includes the taking of a segment of McGlynn Road by relocating the cul-de-sac approximately 300 feet to the east. As McGlynn Road will not be required to be extended in the future and the proposed construction plans illustrate adequate access to the proposed development as well as maintaining the neighboring existing site’s accesses, staff is in support of the updated configuration to McGlynn Road. This will require that McGlynn Road’s existing right-of-way be vacated and the resolution be recorded concurrently with the final plat. Further discussion on vacations, right-of-way, and easements is discussed under the “Easements” section of this report. EROSION CONTROL The proposed development will impact over one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the City for review. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth-disturbing activities may occur until an approved SWPPP is developed and approved. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements the permit. The SWPPP will need to be updated as the plans are finalized when the 318 Page 9 of 17 contractor and their sub-contractors are identified, and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. Compliance Table IOP/HC Project Building Height 4 stories 1 story 50 feet 43 feet three inches (south elevation) Building A Setback N – 75/150 E - 30' N - 143' E - 219' W - 10' S - 30' W - 173' S – 170’ Building B Setback N - 30' E - 30' N - 125' E - 264' * W - 10' S – 50/100’ W -250' S – 96’ Wetland Buffer 30 feet 40 feet Parking Stalls 485 stalls 428 stalls with 54 proof of parking Parking Setback N - 75' E - 25' N - 83' E - 135' W - 10' S -25' W -192' S - 20' Hard Surface Coverage 70% 32% Lot Area 43,560 sq. ft. 946,994 sq. ft. (21.74 ac.) North Elevation (Facing Highway 5) West Elevation 319 Page 10 of 17 Building A Building B East Elevation (Facing Audubon Road) 320 Page 11 of 17 South Elevation (Facing Coulter Boulevard) Southeast Elevation Interior Elevations (Truck Bays) Size portion and Placement The proposed structures will be constructed parallel to Highway 5 and Coulter Boulevard. 321 Page 12 of 17 Material and Color The primary building material is textured (exposed aggregate) light and dark gray concrete panels, which are located on all sides of the building. Additionally, metallic copper metal are proposed to provide banding on the structure. Building A, north building, will be primarily light precast. Building B, south building, will be primarily dark precast. Prefinished metal coping will be provided at the top of each building with the color matching the building material color. Window framing is clear anodized aluminum with gray, low-E reflective glass. Architectural Interest The Applicant is proposing pre-cast tilt-up panel buildings. The building walls would include two colors to provide variation, large windows around the entrances to provide further articulation of the wall faces and reveals in the concrete panels throughout the building. Clerestory windows are provided above the truck docks and on the ends of the building. The proposed structure would have parapet walls over each of the entrances as well as evenly spaced along the north and south elevations. The proposed parapets and building height will aid in screening of rooftop mechanical equipment. Articulation is provided at entrances, building columns, and window openings. Roof Design The flat roof is articulated by the use of varying parapet heights. Rooftop mechanical equipment shall be screened. Façade Transparency The proposed development uses significant window areas, especially around building entrances. Additional architectural features include two different parapet heights, and three color tones on the wall faces on public-facing sides of the structure. Site Furnishing The developer is providing a patio area and seating at the end of each building. Sidewalks from each building will connect to the city’s trail system on Audubon Road and Coulter Boulevard. 322 Page 13 of 17 Loading and Refuse Areas The facility will utilize an interior (truck yard) trash enclosure in the middle of the property. Lighting Submitted plans show that the applicant is proposing lighting on the building and parking lot. Monopole lights for the parking area. The plans note that poles and wall mounts will be 30 feet above grade. The wallpack lighting must be shielded with a total cutoff angle equal to or less than 90 degrees. Signage Submitted plans show both wall signage as well as a ground monument sign. Wall Signage – one wall business sign is permitted on the street frontage for each business occupant within a building. Ground signage - ground signs may be no closer than 10 feet to any property line and be no larger than 80 square feet of sign display area. The maximum height of the monument structure is eight feet. The applicant shows a monument sign at the corner of Audubon Road and Highway 5. Ground lighting may not spill skyward. Separate sign permits are required for each business sign. Signage shall comply with the Office Industrial sign regulations. Directional signage must be located outside public right of way. Landscaping The development is proposing buffer areas along the north, south, east and west property li nes. The applicant does not meet bufferyard requirements along the north property line, as they are not counting the entire length that need to be buffered along Hwy 5. Staff recommends that the applicant finalize the buffer calculations to see if the proposed landscaping quantities meet minimum requirements. The applicant will need to provide adequate screening of the northwestern corner of the property as there are no proposed plantings for this area to further screen the northwestern corner of the property from Hwy 5. The applicant will need to provide calculations for the minimum requirements for landscaping for the parking lots to see if they meet the requirements for landscape area and parking lot trees. 323 Page 14 of 17 The landscape plan meets tree diversity requirements. The planting schedule reflects that no one species will comprise more than 10% of total trees to be planted, no genus will have more than 20% of total trees and no one tree family will have more than 30% of total trees. WETLANDS The proposed plans show six wetlands on site. Four of the six wetlands will be impacted in some way as a result of the proposed project. The two wetlands which will not be impacted by the project are the northwest and north-central wetlands. The Applicant has adjusted parking areas in order to avoid those wetlands entirely and also provide for the required buffer between those wetlands and developed area. The Applicant’s wetland sequencing plan will be reviewed by the Technical Evaluation Panel (TEP) for adherence to the Wetland Conservation Act (WCA). The TEP will be considering the wetland sequencing proposal of the Applicant and their approach of mitigation through the purchasing of wetland credits. CONDITIONS OF APPROVAL SITE PLAN Required Planning Department Comments/Corrections to Plan Set: 1. Separate sign permits are required for each business sign. Signage shall comply with the Office Industrial sign regulations. 2. Directional signage must be located outside public right of way. 3. Site lighting must comply with city ordinance. Building Department Notes: 1. A building permit must be obtained before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Building plans must provide sufficient information to verify that p roposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 4. The building is required to have automatic fire extinguishing systems. 5. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings, and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 6. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count 324 Page 15 of 17 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. Fire Department Notes: 1. Building will require a fire suppression system and fire panel to monitor the system. 2. Additional hydrants may be required after final review of utility plans 3. If building stays under 30 feet, no additional fire apparatus entrance required. 4. Fire apparatus turnaround required, looks to be provided by N/E portion of parking lot but cannot confirm spacing until more detailed plans provided. Natural Resources 1. The applicant shall revise the landscape plan to increase quantities to meet minimum ordinance requirements for bufferyard plantings and vehicle use areas (including parking). 2. The applicant shall increase the number of trees in areas where there is a need for further screening (NW corner of property). 3. The applicant shall increase the number of plantings along the western parking lot of Building A (L2.0), so it is similar to the proposed plantings along the western parking area for building B (L2.3). 4. The applicant shall include tree protection fencing in plans in red for sheet C37, to match C35, C36 & C38. 5. Plantings of tree overstory species shall be at least 25 feet from the overhead utility lines along the N side of the property, along on Hwy 5 (see L2.0 & L2.1). 6. Plans will need to be amended to show that any boulevard trees are proposed to be removed (see the SW entrance to the site on C37). 7. When within 20’ of the dripline of a tree to be saved, silt fences shall be replaced by mulch socks, so no roots of trees to be preserved are cut from the installation of a typical silt fence skirt. Note that silt fences are not to be used a tree protection fencing. 8. Replace white spruce trees that are N of the SW pond and S of a building with Norway spruce or other evergreen that will be large enough to screen building. The proposed variety (Black Hills, densata) is quite a bit shorter at maturity than the recommendation SUBDIVISION Engineering 1. The developer and their Engineer shall work with City staff in updating the Traffic Analysis, dated April 14, 2023 prepared by Vernon Swing, PE with SSTS, to fully satisfy comments and concerns by staff. The final Traffic Analysis will be subject to review and approval by staff prior to recording of the final plat. 325 Page 16 of 17 2. All public drainage and utility easements and rights-of-way within the development shall be vacated concurrently with the recording of the final plat. 3. The developer shall supply public drainage and utility easements over all public utilities within the development prior to recording the final plat. 4. The developer shall dedicate right-of-way in accordance with Sec. 18-57(b) for Coulter Boulevard and in accordance with the City’s Specification and Detail Plates (Plate #5205) for McGlynn Road. 5. The developer shall provide an updated title commitment prior to the recording of the final plat, Development Contract, and Site Plan Agreement and provide any recorded encumbrances on the property identified on the title commitment. 6. All newly constructed water and sanitary mains shall be public, owned and maintained by the city, after acceptance of the public improvements by the City Council. 7. All sanitary sewer and water main improvements on the site wil l be constructed in accordance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. 8. The developer shall update the geotechnical report to incorporate recommendations and requirements when constructing public utilities, as well as their construction over fill areas. A geotechnical engineer shall be on-site to observe that the construction is in conformance with the incorporated recommendations. 9. The developer shall enter into a Development Contract and pay all applicable fees and securities prior to recording of final plat. 10. The developer shall enter into a site plan agreement with the City and provide necessary financial security to guarantee compliance with the terms of site plan approval. 11. The developer and their Engineer shall work with City staff in amending the construction plans, dated June 16, 2023 prepared by Rehder & Associates, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 12. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, US Army Corps of Engineers, etc.) prior to the commencement of construction activities. Parks and Recreation 1. Park fees for the new building sites in effect at the time of final plat approval shall be paid prior to recording the plat. WETLAND ALTERATION PERMIT 1. The applicant shall provide a copy of the signed Army Corps of Engineers Permit prior to the commencement of construction activities. 2. The applicant shall comply with all requirements of the approved WCA sequencing application and provide proof of purchased credits prior to the commencement of construction activities. 326 Page 17 of 17 3. The applicant shall pay the fees associated with the wetland alternation permit ($275) prior to the commencement of construction activities. 4. The applicant shall work with staff to creat e an approved plan for reestablishing the wetland buffer that will be disturbed prior to recording of the site plan agreement. ATTACHMENTS Findings of Fact and Recommendation Development Review Application Project Narrative Civil Plans Zoning (Architectural) Plans Affidavit of Mailing 327 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Mesenbrink Construction & Engineering, Inc. and Edward Farr Architects Inc. for Subdivision approval to create two lots, Site Plan review for two office-industrial buildings of 229,688 square feet and 164,559 square feet, respectively, and a Wetland Alteration Permit to fill wetlands on site for the construction of Audubon Business Park subject to the conditions of approval On July 18, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Mesenbrink Construction & Engineering, Inc. and Edward Farr Architects, Inc. for Audubon Business Park. The Planning Commission conducted a public hearing on the proposed development 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 Office Industrial Park, IOP, and Highway Corridor District, HC. 2. The property is guided in the Land Use Plan for Office Industrial use. 3. The legal description of the property is Outlot A, McGlynn Park and Outlot A, McGlynn Park 2nd Addition; PID 254520020 and 254480020. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; 328 2 c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control, and all other improvements required by Chapter 18 of the Chanhassen City Code; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 5. Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior 329 3 drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Wetland Alteration a. Will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. 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. Will not be hazardous or disturbing to existing or planned neighboring uses. e. 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. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. 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. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. l. Will meet standards prescribed for certain uses as provided in the zoning ordinance. 330 4 7. The planning report #2023-16, dated July 18, 2023, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Preliminary Plat, Site Plan, and the Wetland Alteration Permit request for the construction of Audubon Business Park subject to the conditions of approval. ADOPTED by the Chanhassen Planning Commission this 18th day of July 2023. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 C30REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY364 C31REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY365 C32REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY366 367 368 369 370 371 372 C39REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY373 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and Utility Easem ent per M cG LYNN PARKD ra in a ge a n d U tility E a s e m e n t p e r M c G L Y N N P AR K STATE HIGHWAY NO. 5 (ARBORETUM BOULEVARD) McGLYNN ROAD COULTER BOULEVARD AUDUBON ROADAUDUBON ROADxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx DAYCARE W E T WE T DOCKDRIVE-UPDRIVE-UPEXISITNG DRIVEWAYS WETLAND WETLAND RELOCATE CUL-DE-SAC BUILDING 'A' 229,688 SF PROPOSED BUILDING 'B' 164,559 SF FRONT YARD - 30' MINSIDE YARD - 10' MIN FRONT YARD -30' TO BE SAVED FRONT YARD - 30' SIDE / REAR YARDS - 10' MIN / 15' BUFFER ZONE FRONT YARD - 30' DAYCARE PARKING PLAY- GROUND 224 STALLS 204 STALLS DOCKRETAINING WALL 32 TRAILER STALLS OR 54 CAR STALLS (PROOF OF PARKING)262' - 0"1' - 0"60' - 0"4 BAYS @ 50'-0"200' - 0"1' - 0"52' - 6" 15 BAYS @ 51' - 6" 772' - 6"52' - 6" 877' - 6"4 BAYS @ 40'-0"160' - 0"60' - 0"15 BAYS @ 50'-0" 750' - 0" 10 LOADING DOCK BERTHS RETAINING WALL CONCRETE PATIO WITH TABLES. SEE CIVIL INFILTRATION BASIN INFILTRATION BASIN INFILTRATIONBASINBIOFILTRATION / INFILTRATION BASIN DOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCK39 TRASH ENCLOSURE TRASH ENCLOSURE INFILTRATION BASIN TRASH ENCLOSURE DRIVE-UPVIEW 1/A8 VIEW 3/A9 VIEW 5/A10 VIEW 2/A8 VIEW 4/A9168'.96'.143'.100' - 0"MONUMENT SIGN CONCRETE PATIO WITH TABLES. SEE CIVIL A2 5 A2 5 Sim A2 5 Sim ZONING PARKING CALCULATIONS BUILDING A - 229,688 SF: 10% OFFICE = 22,968 @ 5/1000 = 115 10% MFG = 22,968 @ 3/1000 = 69 80% WHSE = 183,750 FIRST 10,000 @ 1/1000 = 10 173,750 @ 1/2000 = 87 TOTAL: 281 STALLS REQUIRED 224 STALLS PROVIDED 54 PROOF OF PARKING 278 IN FUTURE BUILDING B - 164,559 SF: 10% OFFICE = 16,456 @ 5/1000 = 83 10% MFG = 16,456 @ 3/1000 = 50 80% WHS = 131,647 FIRST 10,000 @ 1/1000 = 10 121,647 @ 1/2000 = 61 TOTAL: 204 STALLS REQUIRED 204 STALLS PROVIDED Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:35:51 PMA122.068 ARCHITECTURAL SITE PLAN 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1" = 60'-0"A1 1 SITE PLAN N 0'30'60'120' SITE DATA: SITE AREA: 1,234,603 SF APPROX. 28.34 ACRES APPROX. ZONING: INDUSTRIAL OFFICE PARK BUILDING SIZES: 'A' = 229,688 SF 'B' = 164,559 SF TOTAL = 394,247 SF BUILDING COVERAGE: 32% PROPOSED PARKING COUNTS: BUILDING 'A' = 229 STALLS BUILDING 'B' = 204 STALLS TOTAL 433 STALLS ZONING REVIEW 06/16/2023 374 W E T T W E WETLAND 1 M ANAGE 1 - M EDIUM QUALITY WETLAND 2 M ANAGE 2 - M EDIUM QUALITY EXISTING WETLAND EX. 100-YR HWL = 955.38 PROPOSED 100-YR HWL = 955.36 (PER PLANS PREPARED BY LOUCKS) FFE = 977.5 FFE = 977.5 FFE = 977.5 FFE = 977.5 PROPOSED BUILDING 'A' PROPOSED BUILDING 'B'PROPOSED BUILDING 'B' 32 TRAILER PARKING STALLS 54 AUTOMOBILE PARKING STALLS OR PROPOSED BUILDING 'A' M ODULAR BLOCK RETAINING WALL M ODULAR BLOCK RETAINING WALL APPROXIM ATE LOCATION OF DELINEATED WETLAND PER PLANS PREPARED BY LOUCKS 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and U tility Easem ent per M cG LYN N PA R K D r a in a g e a n d U t ilit y E a se m e n t p e r M c G L Y NN P A R K18.00'26.00'18.00' 26.00' 18.04'26.00'60.00'9.00'6.00'18.00' 26.00'6.00'18.00' 26.00' 18.00' 18.00' 26.00' 18.00' 18.00' 26.00'18.00' 26.00' 26.00'26.00'9.00'60.00'62.00'60.00'62.00'45.00'11.00' 18.00'26.00'18.00'26.00'18.00'26.00' 6.00'6.00'18.00'26.00'18.00'6.00'6.00' 26.00' 18.00' 26.00' 18.00' 6.00'6.00'9.00'9.00' 9.00'9.00'9.00'9.00' 9.00'26.00'9.00'167.44'143.95'100.00'97.10'18.00'26.00'9.00' 9.00' 3' CONCRETE VALLEY GUTTER3' CURB OPENING 3' CONCRETE VALLEY GUTTER 6.00'6.00' TRASH ENCLOSURE (SEE ARCHITECTURAL) TRASH ENCLOSURE (SEE ARCHITECTURAL) TRASH ENCLOSURE (SEE ARCHITECTURAL) 40.00' CONCRETE PATIO 12.00'24.00'CONCRETE PATIO 24.00'14.00'28.00'36.00 '62.00'62.00'750.00'xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 250' - 0"250' - 0" PROPERTY LINE S I G H T L I N E SIGHT LINE PROPERTY LINE BLDG A RTU RTU 6' - 0"6' - 0"INFILTRATION POND RETAINING WALL PROPERTY LINE 6' - 0"PROPERTY LINE SIGHT LINE S I G H T L I N E RTURTU BLDG B 251' - 11"264' - 0" INFILTRATION POND PROPERTY LINE 250' - 0" S I G H T L I N E SIGHT LINE PROPERTY LINE 6' - 0"6' - 0"250' - 0" BLDG BBLDG A RTU RTU RTU INFILTRATION POND COULTER BLVDHWY NO. 5 BUILDING A BUILDING B 1 A2 2 A2 3 A2 CONCRETE APRON SLOPE SLAB TO DRAIN AWAY 06 6000 TRTD 2 x 10 WOOD BUMPERS (3 SIDES) 05 5000 6" GATE POSTS CONC FILLED 03 4713 8" THK SOLID PRECAST PANELS. PAINT BOTH SIDES HOLE DRILLED INTO PAVING FOR CANE BOLT RECEIVER CONTROL JT 22' - 0"10' - 0"3' - 0"A2 7 A2 8 A2 6 05 5000 PAINTED MTL DECK SWING GATES. 100% OPACITY 05 5000 PAINTED 6" STL POST & GATE HINGE 6' - 4"8"4' - 0" 7' - 0" 07 5200 PREFINISHED METAL COPING 03 4713 SOLID PRECAST PANELS. PAINT BOTH SIDES 4' - 0" 7' - 0" 07 6200 PREFINISHED MTL COPING 05 5000 6" GATE POST. CONC FILLED. PAINTED03 4713 SOLID PRECAST PANELS. PAINT BOTH SIDES Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:35:56 PMA222.068 SITE SECTIONS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE: 1" = 60'-0" A2 1 BLDG A EAST WEST SITE SECTION SCALE:1" = 60'-0"A2 2 BLDG B EAST WEST SITE SECTION SCALE:1" = 60'-0"A2 3 BLDG A & B NORTH SOUTH SITE SECTION 0'30'60' 120' 0'30'60' 120' 0'30'60' 120' SCALE:1 : 2000A2 4 SECTION KEY SCALE:1/4" = 1'-0"A2 5 TRASH ENCLOSURE PLAN SCALE:1/4" = 1'-0"A2 6 TRASH ENCLOSURE FRONT ELEVATION SCALE:1/4" = 1'-0"A2 7 TRASH ENCLOSURE REAR ELEVATION SCALE:1/4" = 1'-0"A2 8 TRAHS ENCLOSURE SIDE ELEVATION ZONING REVIEW 06/16/2023 375 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and Utility Easem ent per M cG LYNN PARKD ra in a ge a n d U tility E a s e m e n t p e r M c G L Y N N P AR K xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SIGN S-2.1 SIGN S-2.2 SIGN S1.1 SIGN S-2.4SIGN S-2.4 BUILDING 'A' 229,688 SF PROPOSED BUILDING 'B' 164,559 SF COULTER BOULEVARD AUDUBON ROADMcGLYNN ROAD SIGN S3.1SIGN S3.1 SIGN S3.1 SIGN S3.2SIGN S3.2 SIGN S3.2 SIGN S3.2 SIGN S-2.3 EXPOSED AGGREGATE LIGHT 6" REVEAL PRECAST SANDBLAST FINISH - DARK PREFINISHED MTL COPING SIGN8' - 0"4' - 0" SIGN 10' - 0" 1700 5' - 0"SIGN2' - 0"SIGN 2' - 0" TRUCK DOCK SIGN S-2.1 1650 5' - 0"SIGN2' - 0"SIGN 2' - 0" TRUCK DOCK SIGN S-2.2 1650 5' - 0"SIGN2' - 0"SIGN 2' - 0" VISITORS & EMPLOYEES 1700 5' - 0"SIGN2' - 0"SIGN 2' - 0" VISITORS & EMPLOYEES SIGN S-2.3 SIGN S-2.4 5' - 6' DIAMETER LOGO NON-ILLUMINATED INDIVIDUAL DIMENSIONAL LETTERS WITH OR WITHOUT LOGO 24" HIGH NON-ILLUMINATED Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:02 PMA322.068 SIGNAGE PLAN 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1" = 60'-0"A3 1 SIGNAGE SITE PLAN SCALE: 1/4" = 1'-0" A3 2 GROUND LOW PROFILE BUSINESS SIGN, TYPE S-1.1 METAL PANEL SIGN FACE W/ PRECAST CONC FRAME DBL SIDED ILLUMINATED BY GROUND LIGHTS SCALE:1/4" = 1'-0"A3 3 DIRECTIONAL SIGNS, TYPE S-2 POST + PANEL STYLE, SINGLE-SIDED TEXT, NON-ILLUMINATED GROUND LOW PROFILE BUSINESS SIGN ALONG HIGHWAY IN ACCORDANCE WITH CODE SEC 20-1304: MAXIMUM 8' SIGN HEIGHT MAXIMUM 80 SQ FT SIGN MINIMUM 10' FROM PROPERTY LINES SCALE: 1/4" = 1'-0" A3 4 FEDERAL PACKAGE LOGO SIGN, TYPE S-3.1 SCALE: 1/4" = 1'-0" A3 5 TENANT SIGN, TYPE S3.2 0'30'60' 120' N ZONING REVIEW 06/16/2023 376 T W E 14 21192020 < << < < < < < < < < < < < < << << < < < < < << << < < < < < < < < < < < < < << <<<<<<<<< << <<<<<<< <<< l lllllllllllllllllllllllllllllllllllllllll lllllllllllllll<< <<<< << << << << << << << << << << << << << << << << << <<<<<< <<<<<<<< <<<< << <<<<<< <<<< << <<<< <<<<<< <<<< A5 2 A5 3 A5 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F 52' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 52' - 6"61' - 0" 50' - 0" 50' - 0" 50' - 0" 51' - 0"262' - 0"16 17 18 51' - 6" 51' - 6" 52' - 6"ROOF EXPANSION JOINTROOF EXPANSION JOINTEW SAN CW STORM SAN CW STORM SANCW STORMSANSAN STORM STORMSTORMSANCWBUILDING A 229,688 SF 877' - 6" RDL RDL RDL RDLRDLRDLRDLRDL RDL RDL RDL RDL RDL RDL RDL RDL ORDORDORDORDORDORDORDORD ORD ORD ORD ORD ORD ORD ORD ORD20' - 0"5' - 0"BAY 101 BAY 102 BAY 103 BAY 104 BAY 105 BAY 106 BAY 107 BAY 108 BAY 109 BAY 110 BAY 111 BAY 112 BAY 113 BAY 114 BAY 115 BAY 116 BAY 117 COLD WATER LINE MIN 15' AWAY FROM HVAC STOOP STOOP STOOP STOOP A5 1 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:03 PMA422.068 FLOOR PLAN BUILDING A 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A4 1 FLOOR PLAN BLDG A 0'16'32' 64' N ZONING REVIEW 06/16/2023 377 T/PRECAST 140' -0" FLOOR 1 100' -0" 123456789101112131415161718 1 2 34 5 56 789 9101011 22 T/PRECAST 140' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 121314151617 18 19204116 FIRE DEPARTMENT LOCK BOX T/PRECAST 140' -0" FLOOR 1 100' -0" ABCDEF21 SEE 1/A5.1 FOR TYPICAL MATERIAL NOTES 22 4 7 22 125 T/HIGH PRECAST 142' -0" SIGN TYPE S-3.1 TENANT LOGO SIGN SIGN TYPE S-3.1 TENANT LOGO SIGN, BOTHSIDES OF PRECAST FIN T/PRECAST 140' -0" FLOOR 1 100' -0" A B C D E F MEZZANINE 115' -0" SEE 1/A5.1 AND 3/A5.1 FOR TYPICAL MATERIAL NOTEST/HIGH PRECAST 142' -0" SIGN TYPE S-3.1 TENANT LOGO SIGN, BOTHSIDES OF PRECAST FIN Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:19 PMA522.068 EXTERIROR ELEVATIONS BLDG A 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A5 1 BLDG A NORTH ELEVATION SCALE:1/32" = 1'-0"A5 2 BLDG A SOUTH ELEVATION SCALE: 1/16" = 1'-0" A5 3 BLDG A EAST ELEVATION SCALE:1/16" = 1'-0"A5 4 BLDG A WEST ELEVATION 0'8'16' 32' 0'8'16' 32' 0'16'32' 64' 0'16'32' 64' Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 10,434 3,820 36.6 3,720 7,540 72.3 Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 3,096 653 21.1 1,043 1,696 54.8 Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 3,096 544 17.6 1,043 1,587 51.3 ZONING REVIEW 06/16/2023 378 14 15 15 16 15 15 14 l lllllllllllllllllllllllllllllllllllllllllllllll<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A B C D E F 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 750' - 0"40' - 0" 40' - 0" 40' - 0" 40' - 0" 60' - 0"220' - 0"FWT FD FWT FD ROOF EXPANSION JOINTWE 15' - 0"SAN STORM SAN STORM SAN STORM CW CWSAN STORM CW STORMCWSTORMSANSANBUILDING B 164,559 SF RDLRDLRDLRDLRDLRDLRDL ORDORDORDORDORDORDORD ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL STOOP BAY 101 BAY 102 BAY 103 BAY 104 BAY 105 BAY 106 BAY 107 BAY 108 BAY 109 BAY 110 BAY 111 BAY 112 BAY 113 BAY 114 BAY 115 STOOP STOOP STOOP STOOPA7 4 A7 1 A7 3 A7 2 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:20 PMA622.068 FLOOR PLAN BUILDING B 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A6 1 FLOOR PLAN BLDG B 0'16'32' 64' N ZONING REVIEW 06/16/2023 379 T/PRECAST 140' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 22 3 456 789 910 11 4 10 22 221 7 7 11 T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE T/PRECAST 140' -0" FLOOR 1 100' -0" 12345678910111213141516 6 1213141516 18 192011 13 1212 T/HIGH PRECAST 142' -0" T/PRECAST 140' -0" FLOOR 1 100' -0" ABCDEF21 SEE 1/A5.2 FOR TYPICAL MATERIAL NOTES 222 7 2019 18 6T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE T/PRECAST 140' -0" FLOOR 1 100' -0" A B C D E F SEE 1/A5.2 AND 3/A5.2 FOR TYPICAL MATERIAL NOTES 7 2019186T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:36 PMA722.068 EXTERIOR ELEVATIONS BLDG B 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A7 1 BLDG B SOUTH ELEVATION SCALE:1/32" = 1'-0"A7 2 BLDG B NORTH ELEVATION SCALE:1/16" = 1'-0"A7 3 BLDG B EAST ELEVATION SCALE: 1/16" = 1'-0" A7 4 BLDG B WEST ELEVATION 0'8'16' 32' 0'8'16' 32' 0'16'32' 64' 0'16'32' 64' Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 2,676 447 16.7% 901 1,348 50.3% Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 2,676 447 16.7% 901 1,348 50.3% Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 9,026 3,167 35.1% 2,818 5,985 66.3% ZONING REVIEW 06/16/2023 380 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:37 PMA822.068 RENDERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 1 - BUILDING A NORTHEAST CORNER ENTRY VIEW 2 - BUILDING A FROM WESTBOUND HIGHWAY 5 - WITH TREES VIEW 2 - BUILDING A FROM WESTBOUND HIGHWAY 5 - NO TREES ZONING REVIEW 06/16/2023 381 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:38 PMA922.068 RENDERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 3 - BUILDING B SOUTHEAST CORNER ENTRY VIEW 4 - BUILDING B FROM WESTBOUND COULTER BLVD - WITH TREES VIEW 4 - BUILDING B FROM WESTBOUND COULTER BLVD - WITHOUT TREES ZONING REVIEW 06/16/2023 382 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:38 PMA1022.068 RENERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 5 - VIEW LOOKING WEST ALONG McGLYNN ROAD ZONING REVIEW 06/16/2023 383 14816141212191716181212WET21TWE192020121215161616161516151514MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.3MATCHLINE L2.2312' BUFFER 1118' BUFFER 3235' BUFFER 7545' BUFFER 12506' BUFFER 13187' BUFFER 4WETLAND 2 BUFFERWETLAND 1 BUFFERWETLAND-BASIN4BUFFER 12: TYPE B [INDUST]LENGTH: 545 FT / WIDTH 15'/ MULTIPLIER 1.012 CANOPY TREES/25 UNDERSTORY TREES/38 SHRUBSMATCHLINE L2.1MATCHLINE L2.2BUFFER 7: TYPE C[ROAD]LENGTH: 235 FT / WIDTH25'/ MULTIPLIER 0.86 CANOPY TREES/ 11UNDERSTORY TREES/ 17SHRUBSBUFFER 8: TYPE C [ROAD]LENGTH: 188 FT / WIDTH25'/ MULTIPLIER .85 CANOPY TREES/9 UNDERSTORY TREES/14 SHRUBSBUFFER 10: TYPE C [ROAD]LENGTH: 434 FT / WIDTH 25'/MULTIPLIER .810 CANOPY TREES/21 UNDERSTORY TREES/31 SHRUBS100% SCREEN REQ. 5' HT.BUFFER 9: TYPE C [ROAD]LENGTH: 400 FT / WIDTH25'/ MULTIPLIER .810 CANOPY TREES/19 UNDERSTORY TREES/29 SHRUBS100% SCREEN REQ. 5' HTBUFFER 11: TYPE C [ROAD]LENGTH: 193 FT / WIDTH25'/ MULTIPLIER .85 CANOPY TREES/9 UNDERSTORY TREES/14 SHRUBSBUFFER 3: TYPE C [ROAD]LENGTH: 118 FT / WIDTH25'/ MULTIPLIER .83 CANOPY TREES/6 UNDERSTORY TREES/8 SHRUBSBUFFER 4: TYPE C[ROAD]LENGTH:187FT / WIDTH25'/ MULTIPLIER 0.84 CANOPY TREES/8 UNDERSTORY TREES/12 SHRUBSMATCHLINE L2.0MATCHLINE L2.3BUFFER 13: TYPE B [INDUST]LENGTH: 333 FT / WIDTH 15'/ MULTIPLIER 1.010 CANOPY TREES/20 UNDERSTORY TREES/30 SHRUBSBUFFER 2: TYPE C [ROAD]LENGTH: 243 FT / WIDTH 20'/ MULTIPLIER 1.07 CANOPY TREES/ 15 UNDERSTORY TREES/ 22 SHRUBSBUFFER 6: TYPE B [INDUST]LENGTH: 214 FT / WIDTH 25'/ MULTIPLIER 0.64 CANOPY TREES/8 UNDERSTORY TREES/12 SHRUBSBUFFER 1: TYPE C [ROAD]LENGTH: 312 FT / WIDTH 20'/ MULTIPLIER 1.09 CANOPY TREES/ 19 UNDERSTORY TREES/ 28 SHRUBS188' BUFFER 8193' BUFFER 11STATE HWY 5 [ARBORETUM ROAD]STATE HWY 5 [ARBORETUM ROAD]AUDUBON ROADAUDUBON ROAD233' BUFFER 2BUFFER 5: TYPE B[INDUST]LENGTH: 275 FT / WIDTH25'/ MULTIPLIER 0.65 CANOPY TREES/10 UNDERSTORY TREES/15 SHRUBS214' BUFFER 6275' BUFFER 5400' BUFFER 9434' BUFFER 10COULTER BOULEVARDCOULTER BOULEVARDNOTES:1.HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYPICAL).2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.SHRUBS TO SIT ON SUBGRADE.4.APPLY PELLET WEED PREVENTER PRIOR TO MULCHING.PER PLANTOPSOIL PER SPECIFICATIONMULCH 4" DEPTH, REFER TOSPECIFICATIONGROUNDCOVER PER PLANTOPSOILAPPROVED SUBGRADESLIT ORGANIC CONTAINER OR REMOVEINORGANIC CONT.NOTES:1.IT IS THE CONTRACTORS OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.DO NOT PLANT TOO DEEP: EXPOSE TOP OF ROOT FLARE AND PULL MULCH AWAY FROM TRUNK.16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL, 1-1/2" WIDESTRAP) (TYPICAL)DOUBLE STRAND 14 GA. WIRE, 2SPACED EQUALLY AT OPPOSITE SIDESMULCH (4" DEEP) REFER TOSPECIFICATION)TOPSOIL PER SPECIFICATIONSODTOPSOILROOTBALL TO SIT ON SUBGRADE, CUT ALLROPES AND REMOVE NON-ORGANICCONTAINERSSUBGRADEFOOTFLARE SHALL BE EXPOSED AND SETAT GRADE12" MIN18" MIN6'-0"STEEL STAKE4'-0" +/-2' MIN.NOTES:1.CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE INCONTACT WITH TRUNK.2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED.4.IT IS THE CONTRACTORS OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.5.DO NOT PLANT TOO DEEP: EXPOSE TOP OF ROOT FLARE AND PULL MULCH AWAY FROM TRUNK.VARIES2' MIN.18" MIN6'-0" STEEL STAKEDOUBLE STRAND 14 GA. WIRE, 3'0" @120' INTERVALS (TYPICAL)16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL, 1-1/2" WIDESTRAP) (TYPICAL)FLAGGING (ONE PER WIRE)MULCH (4" DEEP) REFER TOSPECIFICATIONTOPSOIL, PER SPECIFICATIONWOOD OR STEEL STAKE SET AT ANGLELAWNROOTBALL TO SIT ON SUBGRADE, CUTALL ROPES AND REMOVE INORGANICCONTAINERSSUBGRADELAWNBED MEDIA ORAGGREGATE4" MILL FINISHALUMINUM EDGING12" STAKES LOCKEDINTO EDGINGCITY REQ. / KEYPLAN / CALCS. /DETAILSSITE AREA=1,234,490 S.F.EXISTING TOTAL CANOPY COVERAGE=356,450 S.F.WETLAND WITHIN TREE CANOPY=18,230 S.F.EXISTING CANOPY COVERAGE=338,220 S.F. (27%)MIN. CANOPY COVERAGE REQ.=172,830 S.F. (14%) PER CITY CODEPROPOSED CANOPY TO REMAIN= 27,225 S.F.CANOPY PROV. PER PROPOSED TREES=368,082 S.F.(338 TREES @ 1,089 S.F. PER TREE)TOTAL PROPOSED CANOPY=395,307 S.F. (32%)nscale: 1"=100'city landscape requirements and key map1NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L1.0THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWone hundred0'50'100'200'proposed building Aproposed building Bscale: ntsconiferous tree2scale: ntsdeciduous tree3scale: ntsalumin. edge4scale: ntsshrub56+((7 /2.06+((7 /2.16+((7 /2.06+((7 /2.1tree canopy calculations384 TREESCODEQTYBOTANICAL / COMMON NAMECONTAJ18Acer rubrum ` JFS-KW78` / Armstrong Gold Columnar Maple2 1/2" BBAA5Acer x freemanii `Jeffsred` / Autumn Blaze Maple2 1/2" BBH 50` W40`AX6Acer x freemanii `Sienna` / Sienna Glen Maple2 1/2" BBAA27Aesculus x arnoldiana 'Autumn Splendor' / Autumn Splendor Arnold Buckeye2 1/2" BBAX218Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry4` CLUMPHT 15` w 12`BR11Betula nigra / River Birch7` ClumpHT 40` W 30`CA24Carpinus caroliniana / American Hornbeam2 1/2" BBCO213Celtis occidentalis / Common Hackberry2 1/2" BBCP8Celtis occidentalis 'JFS-KSU1' / Prairie Sentinel® Hackberry2" BBGI15Gleditsia triacanthos inermis 'Impcole' / Imperial® Honey Locust2 1/2" BBGD9Gymnocladus dioica `Espresso` / Kentucky Coffeetree2 1/2" BBLL10Larix laricina / Tamarack6` BBMH10Malus x `Harvest Gold` / Crab Apple2" BBHT 20` W 15`MS39Malus x `Pink Spires` / Pink Spires Crab Apple2" BBPA310Picea abies / Norway Spruce6` BBPG18Picea glauca `Densata` / Black Hills Spruce6` BBHT 30` W 20`PN222Pinus nigra / Austrian Pine6` BBPS25Pinus strobus / White Pine6` BBPS10Pinus sylvestris / Scotch Pine6` BBPN18Prunus sargentii 'JFS-KW58' / Pink Flair® Sargent Cherry2" BBQU214Quercus bicolor / Swamp White Oak2 1/2" BBQN12Quercus x warei 'Nadler' / Kindred Spirit® Oak2 1/2" BBSR14Syringa reticulata / Japanese Tree Lilac2" BBTB15Tilia americana 'Boulevard' / Boulevard American Linden2 1/2" BBUO10Ulmus americana 'Lewis & Clark' / Prairie Expedition® American Elm2 1/2" BBUP18Ulmus parvifolia `Frontier` / Frontier Elm2 1/2" BBVL29Viburnum lentago / Nannyberry2" BBPLANT SCHEDULE 30 SCALESHRUBSCODEQTYBOTANICAL / COMMON NAMESIZEAM41Aronia melanocarpa elata / Glossy Black Chokeberry#5 Cont.CB230Cornus alba 'Bud's Yellow' / Bud's Yellow Tatarian Dogwood#5 Cont.CR145Cornus sericea / Red Twig Dogwood#5 Cont.CA12Corylus americana / American Hazelnut#10 Cont.HJ32Hydrangea paniculata 'Jane' / Little Lime® Panicle Hydrangea#10 Cont.JB55Juniperus chinensis 'Blue Point' / Blue Point Juniper6` BBJA39Juniperus sabina `Arcadia` / Arcadia Juniper#5 Cont.RG39Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac#5 Cont.SB82Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spiraea#5 Cont.SM23Syringa meyeri `Palibin` / Dwarf Korean Lilac#7 Cont.TT35Taxus x media `Tauntonii` / Tauton Yew#5 Cont.VB5Viburnum trilobum `Bailey Compact` / Bailey`s Compact American Cranberry Bush#10 Cont.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSEED 2164,155 sfMN-DOT 32-261 Seed Mix Stormwater South and West / HYDROSEEDhydroseedSEED 196,064 sfMNDOT Mix 35-641 Mesic Prairie / HYDROSEEDhydroseedPOA PRA139,616 sfPoa pratensis / Kentucky BluegrasssodNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L1.1THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANT SCHEDULE,PLANTING NOTESplanting scheduleplanting notes1.CONFIRM ALL QUANTITIES, SHAPES AND LOCATIONS OF BEDS, AND ADJUST AS REQUIRED TO CONFORM TO THE SITECONDITIONS. CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT.2.LOCATE ALL UTILITIES. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH NEW CONSTRUCTION.3.ALL PLANTING BEDS SHALL RECEIVE 6" MIN. OF PLANTING SOIL. REFER TO SOIL NOTES FOR PLANTING SOIL MIXREQUIREMENTS.4.ALL SOD AREAS SHALL RECEIVE 6" OF TOP SOIL. REFER TO SOIL NOTES FOR TOP SOIL MIX REQUIREMENTS.5.ALL PLANTING AREAS SHALL RECEIVE HARDWOOD SHREDDED MULCH APPLIED TO 4" DEPTH WITH PELLET WEEDPREVENTER UNDER ALL MULCH BEDS UNLESS INDICATED AS OTHER MULCH ON PLANS.6.THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL SOD/TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION.PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.7.THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECTOF ANY DISCREPANCIES.8.THE CONTRACTOR SHALL AVOID DAMAGING EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVERTREE ROOTS. DO NOT DAMAGE TREE BARK OR BRANCHES.9.THE CONTRACTOR SHALL KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TOEXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PROJECT SITE SHALL BE KEPT CLEAR OFCONSTRUCTION WASTES AND DEBRIS.10.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING SOIL QUANTITIES TO COMPLETE THE WORKSHOWN ON THE PLAN. MULCH, PLANTING SOIL AND OTHER MISCELLANEOUS PLANTING COMPONENTS SHALLBE CONSIDERED INCIDENTAL TO THE RELATED PLAN. VERIFY ALL QUANTITIES.11.CONTRACTOR IS RESPONSIBLE FOR WATERING AND ALL PLANT CARE UNTIL FINAL ACCEPTANCE BY THE OWNER.12.PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF PLANTINGS IS COMPLETE,INSPECTION HAS BEEN MADE AND PLANTING IS ACCEPTED EXCLUSIVE OF THE GUARANTEE13.MAINTENANCE SHALL INCLUDE WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TOGROWING SEASON, RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. AFTERACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALLCONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.14.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK ANDSOD EVERY OTHER DAY UNTIL ACCEPTANCE BY THE OWNER. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTENAS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TOWATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.385 AJ2 1/2" BB5UP2 1/2" BB1TT#5 Cont.7UP2 1/2" BB1RG#5 Cont.4QU22 1/2" BB1QU22 1/2" BB2BR7` Clump3CR#5 Cont.12BR7` Clump3LL6` BB1LL6` BB3AX24` CLUMP3SR2" BB2QU22 1/2" BB1QU22 1/2" BB3TT#5 Cont.6HJ#10 Cont.4VB#10 Cont.1TT#5 Cont.7RG#5 Cont.8CR#5 Cont.16CR#5 Cont.8CR#5 Cont.11CR#5 Cont.11HJ#10 Cont.3CR#5 Cont.8BR7` Clump2BR7` Clump3TB2 1/2" BB1GI2 1/2" BB1CA22 1/2" BB1AX2 1/2" BB1QN2 1/2" BB5GD2 1/2" BB1GI2 1/2" BB2VL2" BB2AX24` CLUMP2VL2" BB3CP2" BB1CP2" BB3VL2" BB3AX24` CLUMP2AX24` CLUMP3VL2" BB1UO2 1/2" BB3UP2 1/2" BB1UP2 1/2" BB1HJ#10 Cont.4SM#7 Cont.4SB#5 Cont.4SB#5 Cont.8PN2" BB2PN2" BB2VL2" BB3PN2" BB1PN2" BB1PN2" BB1PN2" BB1))E 9775Drainage and Utility Easement per McGLYNN PARK352326E'%8,/',1* $ 19171618192020MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.0MATCHLINE L2.3STATE HWY 5 [ARBORETUM ROAD]2'0" WIDE ROCK MAINTENANCE STRIP.12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH5L1.04L1.0ALUMINUM EDGE, TYP.SHRUB, TYP.2L1.0DECIDUOUS TREE, TYP.1L1.0CONIFEROUS TREE, TYP.4L1.0ALUMINUM EDGE, TYP.ROCK MULCHON TOP OF WALLWETLAND2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)key notessoils notesNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.0THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'nBBBBABAABAA111111ALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1A1ABIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR 100% COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FOR IRRIGATIONSYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING. PROVIDEON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THE SYSTEM11111111386 UP2 1/2" BB3CR#5 Cont.11CR#5 Cont.8AA2 1/2" BB1UP2 1/2" BB2LL6` BB6MS32" BB5SM#7 Cont.1SB#5 Cont.4CR#5 Cont.11AM#5 Cont.6AM#5 Cont.6HJ#10 Cont.14AJ2 1/2" BB5JA#5 Cont.6SB#5 Cont.18VB#10 Cont.3SM#7 Cont.4TT#5 Cont.8HJ#10 Cont.4TB2 1/2" BB1GI2 1/2" BB2GI2 1/2" BB2GI2 1/2" BB2GI2 1/2" BB2GD4QN2 1/2" BB2QN2 1/2" BB1MH2" BB2SR2" BB4MH2" BB2CO22 1/2" BB1CO22 1/2" BB1UO2 1/2" BB2UO2 1/2" BB3CA22 1/2" BB3AA2 1/2" BB2AA2 1/2" BB2AX24` CLUMP3VL2" BB5CP2" BB1TT#5 Cont.7HJ#10 Cont.3PA36` BB7PN2" BB4PN2" BB1TB2 1/2" BB1))E 977514121212352326E'%8,/',1* $ 21TWE1212MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.1MATCHLINE L2.2STATE HWY 5 [ARBORETUM ROAD]AUDUBON ROAD2L1.0DECIDUOUS TREE, TYP.4L1.0ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.5L1.0SHRUB, TYP.1L1.0CONIFEROUSTREE, TYP.2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.1THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'nBBABAABBBBABB111111key notesALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AABsoils notesIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FORIRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING.PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THESYSTEM1111111111WETLAND111111387 UP2 1/2" BB3SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3AJ2 1/2" BB4SM#7 Cont.2CR#5 Cont.19AX2 1/2" BB3CO22 1/2" BB1AM#5 Cont.15CO22 1/2" BB1AX2 1/2" BB1SB#5 Cont.4SM#7 Cont.1JA#5 Cont.3CA#10 Cont.12CB2#5 Cont.5SB#5 Cont.10JA#5 Cont.6RG#5 Cont.19SB#5 Cont.10SM#7 Cont.7JA#5 Cont.4CO22 1/2" BB1UO2 1/2" BB2PN26` BB3CB2#5 Cont.25PS6` BB5TB2 1/2" BB3TB2 1/2" BB1TB2 1/2" BB1GI2 1/2" BB1GI2 1/2" BB1JB6` BB8PG6` BB4JB6` BB9PN26` BB7PG6` BB5JB6` BB9PS26` BB5SR2" BB3MH2" BB3MH2" BB3AA22 1/2" BB2GD2 1/2" BB4CP2" BB4PS6` BB5PN26` BB3PN26` BB3CO22 1/2" BB8TB2 1/2" BB1))E 9775Drainage and Utility Easement per McGLYNN PARK352326E'%8,/',1* % 812161616161515MATCHLINE L2.3MATCHLINE L2.2MATCHLINE L2.1MATCHLINE L2.2AUDUBON ROAD4L1.0ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.2L1.0DECIDUOUS TREE, TYP.5L1.0SHRUB, TYP.EXISTING TREESEXISTING TREESCOULTER BOULEVARD2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.2THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLANkey notessoils notes0'15'30'60'nAAAAAABBBBBBB11111IRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIESFOR 100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWINGFOR IRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTERLOCATIONS, POINT OF CONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONEINDICATIONS AND PIPE SIZING. PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALLMANUALS AND INFORMATION ON THE SYSTEMALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AAB111111111111388 PA36` BB3UP2 1/2" BB1RG#5 Cont.8VB#10 Cont.1SB#5 Cont.8JA#5 Cont.8AJ2 1/2" BB4SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3AX2 1/2" BB1UP2 1/2" BB8QU22 1/2" BB2QU22 1/2" BB1AX24` CLUMP2SR2" BB3QU22 1/2" BB2SR2" BB1AX24` CLUMP3AX24` CLUMP3SR2" BB1SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3SM#7 Cont.1JA#5 Cont.3SB#5 Cont.4CR#5 Cont.4CR#5 Cont.6CR#5 Cont.7CR#5 Cont.6CR#5 Cont.8GD2 1/2" BB4TB2 1/2" BB1TB2 1/2" BB1TB2 1/2" BB1GI2 1/2" BB1GI2 1/2" BB1PG6` BB5JB6` BB11PN26` BB3PN26` BB3JB6` BB6JB6` BB12PG6` BB4JB6` BB8PN2" BB5GD2 1/2" BB1GI2 1/2" BB2VL2" BB2VL2" BB3QN2 1/2" BB4VL2" BB3VL2" BB4QU22 1/2" BB2CR#5 Cont.7MS32" BB4AM#5 Cont.14TB2 1/2" BB1TB2 1/2" BB2VL2" BB3AA22 1/2" BB2AA22 1/2" BB3TB2 1/2" BB1))E 9775352326E'%8,/',1* % 1416WET15161514MATCHLINE L2.3MATCHLINE L2.2MATCHLINE L2.0MATCHLINE L2.32'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.2L1.0DECIDUOUS TREE, TYP.4L1.0COULTER BOULEVARDIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FORIRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING.PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THESYSTEM1key notesALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AABsoils notesNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.3THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'n111111111111111111AAABBBBBBBB11111389 Page 1 of 2Designed By:Date:4/11/2023Scale:DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Aududon Business ParkLuminaire ScheduleSymbolQtyLabelLum. WattsLLFCalculation SummaryDescriptionLabel8P1189.60.950UnitsOPF-M-A14-840-BLCAvgMaxMinAvg/MinMax/MinParking LotFc2.6812.40.126.80124.00Property LineFc0.030.30.0N.A.N.A.3P2150.20.950OPF-M-A12-740-T3M7P31310.950OPF-M-A11-840-T2M1W1201.80.950OPF-M-A15-840-T4M (Wall Mount)8W21310.950OPF-M-A11-740-T3M (Wall Mount)14W3392.880.950OPF-L-A30-840-T4M (Wall Mount)MODULAR BLOCK RETAINING WALLMODULAR BLOCK RETAINING WALL81522823211610951210491915162210 1010791250766172814" LocustT r e e s753COULTER BOULEVARD STATE HIGHWAY NO. 5 (ARBORETUM BOULEVARD)McGLYNN ROADCOULTER BOULEVARDAUDUBON ROADAUDUBON ROADxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx P1MH: 30.000P1MH: 30.000MH: 30.000P1P1MH: 30.000MH: 30.000P1P1MH: 30.000MH: 30.000P2MH: 30.000P2P3MH: 30.000MH: 30.000P3MH: 30.000P3MH: 30.000P3MH: 30.000P3P3MH: 30.000P1MH: 30.000MH: 30.000P2MH: 30.000P1MH: 30.000P3W1MH: 30.000MH: 30.000W2W2MH: 30.000W2MH: 30.000MH: 30.000W2W2MH: 30.000MH: 30.000W2MH: 30.000W2MH: 30.000W2W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000MH: 30.000W3MH: 30.000W3W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.0000.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.20.00.00.00.00.10.10.10.20.20.00.20.00.10.10.00.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.30.10.10.10.10.10.10.20.00.30.00.30.20.10.10.10.10.10.20.30.30.00.00.10.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.20.00.20.10.00.10.30.20.30.30.10.00.30.20.00.00.00.00.00.00.00.00.00.00.00.00.32.1 3.91.3 1.0 1.0 1.2 1.7 2.7 3.83.1 3.34.0 1.3 1.0 0.9 1.0 1.31.9 3.11.64.04.91.2 1.0 1.0 1.4 2.1 2.8 3.7 3.62.02.32.93.3 2.1 1.6 1.4 1.5 1.9 2.9 3.93.31.44.0 1.3 1.1 1.2 1.5 2.3 3.5 4.13.0 2.44.0 1.0 0.9 1.2 2.1 3.44.1 4.0 3.93.61.61.8 1.3 1.1 1.1 1.4 2.1 3.3 4.1 1.92.7 2.51.10.8 0.8 0.9 1.2 1.9 3.0 4.03.73.6 3.4 2.3 1.4 0.6 1.0 1.7 3.43.53.5 2.6 3.63.50.83.51.4 1.01.92.31.2 2.22.8 2.63.3 1.3 0.7 0.6 0.9 1.71.9 2.01.12.21.32.12.72.72.31.81.41.42.53.5 3.23.01.4 1.20.70.81.42.33.43.53.52.71.81.00.60.8 3.53.7 0.70.40.51.22.43.73.63.82.91.50.70.50.43.6 3.83.83.11.70.90.61.12.23.63.70.90.50.31.02.2 2.33.63.73.02.11.30.93.83.73.73.61.90.90.41.5 0.73.33.6 3.7 2.4 1.2 0.50.4 1.11.6 3.0 3.8 3.6 3.72.9 0.54.0 1.81.92.02.22.53.03.64.34.77.54.2 1.74.04.24.64.74.44.14.04.14.34.7 4.67.02.76.85.85.55.76.68.07.76.45.61.75.91.78.77.15.54.02.81.70.80.50.64.15.51.04.63.62.82.11.40.70.30.41.01.04.51.04.41.11.31.62.02.32.62.72.72.71.01.04.46.24.04.14.54.84.54.24.04.04.24.3 4.7 4.24.14.04.14.34.74.64.24.14.04.1 4.66.4 10.810.68.76.66.27.49.711.710.08.66.3 6.18.110.311.39.57.16.16.89.210.810.6 7.8 11.80.72.52.22.43.44.74.73.73.54.59.2 9.56.8 10.07.86.36.48.110.311.39.57.16.2 6.77.78.65.55.66.27.58.66.85.85.55.7 7.48.0 9.06.45.65.55.97.09.07.26.15.55.6 6.6 2.32.77.49.711.59.57.75.03.11.70.86.1 0.86.62.12.32.83.23.33.13.34.05.26.8 0.71.1 1.21.21.21.11.11.11.21.21.20.21.1 1.11.11.21.21.21.11.11.11.11.11.1 1.1 1.22.70.20.30.30.40.60.70.81.01.01.2 1.11.1 1.21.11.11.11.11.21.21.21.10.11.10.71.10.80.80.80.80.70.70.80.80.8 0.70.7 0.70.70.80.80.80.70.70.70.70.71.70.8 0.70.40.10.20.20.30.30.40.50.50.60.8 0.71.00.80.80.80.70.70.80.80.80.80.8 0.62.2 2.72.72.82.82.72.72.72.72.60.22.5 2.71.91.41.00.60.40.40.40.40.50.72.6 2.7 2.82.82.72.72.72.72.72.82.82.72.7 2.72.7 2.72.82.72.72.72.72.72.82.81.42.71.7 0.91.81.81.71.71.71.81.81.81.7 1.81.7 1.71.81.81.71.61.51.51.41.20.90.7 1.7 1.80.71.51.61.71.71.81.81.81.71.71.8 1.8 1.21.81.71.71.71.71.81.81.81.71.7 1.73.5 1.11.31.21.00.80.70.80.91.7 0.83.2 0.82.61.72.52.72.52.11.71.41.10.82.5 0.70.70.80.80.91.11.31.31.10.90.80.9 0.70.8 0.80.91.11.31.31.00.90.80.70.50.71.10.61.20.90.90.90.80.70.53.43.1 2.41.7 3.74.13.52.41.51.00.80.91.11.01.12.50.90.92.02.42.72.21.53.53.12.41.81.61.10.60.80.60.50.42.12.32.31.91.34.21.40.9 1.01.01.11.41.92.42.52.01.40.80.9 2.10.91.11.52.02.52.31.81.41.11.0 1.1 1.4 2.62.11.61.31.11.11.21.51.92.41.2 1.91.5 1.10.90.80.81.01.31.72.32.51.5 2.40.91.01.11.00.80.80.80.80.91.11.3 1.21.1 0.90.70.70.60.70.70.81.01.21.31.1 1.34.74.92.02.52.41.91.41.21.21.42.11.34.5 1.22.12.73.02.72.21.81.30.90.80.83.21.42.85.14.42.71.40.52.72.04.12.62.81.50.61.61.52.41.92.33.64.84.93.63.53.11.01.60.82.41.92.42.42.21.50.83.92.50.72.82.41.50.84.23.14.53.92.66.13.68.3 2.95.17.610.911.79.46.14.75.78.9 7.011.3 10.55.44.86.49.911.810.18.15.03.11.6 11.5 4.72.79.912.010.57.04.95.17.610.911.74.9 6.1 3.75.78.911.311.38.45.44.86.510.011.9 9.41.40.61.01.72.32.72.23.53.12.52.40.8 1.61.51.10.80.60.51.12.03.34.43.61.61.54.22.81.70.93.93.32.11.30.80.70.71.31.11.51.24.94.12.81.70.82.62.32.31.01.72.52.45.04.32.91.70.81.61.75.30.83.01.60.71.51.44.03.62.71.70.81.71.54.55.20.71.60.80.50.70.70.50.40.41.02.23.72.42.52.42.31.60.83.13.83.53.12.62.16.5 9.010.89.77.96.66.77.99.710.86.37.1 7.17.29.211.19.67.76.66.78.09.810.5 9.0 4.111.96.65.75.35.45.96.76.75.64.37.12.26.5 5.55.34.74.65.47.29.411.09.16.53.210.38.85.87.010.412.311.88.66.16.18.7 10.512.3 12.36.95.87.210.612.311.68.46.06.22.411.86.05.67.29.311.49.57.66.66.78.19.87.18.4 7.04.02.54.96.26.35.04.15.08.011.510.03.8 3.73.84.04.13.93.73.73.83.97.64.0 4.03.73.73.84.04.13.93.73.73.83.9 4.1 3.00.72.32.12.11.81.51.11.72.02.23.7 2.73.8 3.43.84.03.83.73.73.73.94.13.8 2.47.54.15.85.45.45.86.87.46.15.55.3 7.46.2 6.26.75.75.35.45.86.87.36.15.55.3 5.5 3.712.23.73.73.83.93.73.42.82.21.66.7 3.74.03.63.84.35.26.47.36.25.55.35.5 2.81.3 1.41.21.00.70.50.60.91.11.3 0.61.5 1.11.10.90.81.01.11.31.71.91.91.7 1.5 1.19.00.91.11.41.51.41.21.00.80.61.5 0.91.4 1.41.51.41.21.00.70.60.70.91.90.70.91.41.40.90.70.81.21.72.22.52.3 2.31.4 2.50.60.71.21.62.12.52.41.91.51.1 1.9 2.20.82.02.22.52.42.01.51.10.70.81.9 1.7 1.72.52.41.91.41.00.70.81.21.72.2 1.24.22.43.73.32.43.33.12.44.13.60.75.62.32.85.54.22.84.03.52.60.60.63.32.611.8 10.26.85.87.310.812.411.58.15.96.33.712.04.910.56.84.22.53.52.92.35.23.70.79.42.83.02.91.94.74.73.01.82.22.11.61.53.82.71.81.71.42.42.32.31.91.51.31.14.13.82.50.90.90.83.83.32.41.21.31.33.45.12.42.42.42.21.91.25.23.72.34.23.71.00.30.30.30.30.30.30.30.30.30.30.20.30.30.30.30.30.30.30.30.30.30.30.20.30.30.20.20.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.40.20.50.50.50.40.40.40.40.50.50.40.40.40.40.40.40.40.40.40.40.30.32.40.40.40.20.30.30.30.30.40.40.40.40.40.40.40.20.40.40.40.40.40.40.40.50.50.50.40.5 0.50.50.50.50.50.50.50.50.50.20.5 0.50.50.50.50.50.50.50.40.50.50.5 0.5 0.50.10.10.20.20.20.30.30.40.40.40.5 0.50.5 0.50.50.50.50.50.50.50.50.50.10.40.30.40.40.40.30.30.30.30.40.40.40.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.10.20.20.20.20.20.30.30.30.40.30.40.30.30.30.30.30.40.40.40.40.30.31.6 1.61.61.61.61.61.61.61.61.60.71.6 1.61.61.61.61.61.61.61.61.61.61.6 1.6 1.60.30.50.70.80.91.01.11.31.31.41.6 1.51.6 1.61.61.61.61.61.61.61.61.61.4 1.52.51.52.52.52.52.52.52.52.52.52.5 2.52.5 2.52.52.52.42.52.52.52.42.52.42.4 2.5 2.30.81.31.11.00.71.01.21.41.61.82.5 2.11.42.42.42.42.52.52.52.52.52.52.5 2.00.7 0.70.70.70.70.70.70.70.70.70.60.7 0.70.70.70.70.70.70.70.60.60.60.5 0.7 0.70.40.40.50.50.50.60.60.60.70.70.7 0.70.7 0.70.70.70.70.70.70.70.70.70.3 0.71.10.51.01.01.01.11.11.11.01.01.0 1.11.1 1.11.11.01.01.01.01.01.01.00.90.9 1.0 1.02.20.50.60.70.70.80.90.90.91.01.1 1.00.41.01.01.01.01.11.11.11.01.01.0 1.0 390 Page 2 of 2Designed By:Date:4/11/2023Scale:DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Aududon Business Park391 1 | P a g e Mesenbrink Mixed Use, Mankato, MN April 14, 2023 To: John Mesenbrink, Mesenbrink Construction From: Vernon Swing, PE Re: Traffic Analysis – Federal Package at Audubon Business Park, Chanhassen, MN Per your request, SSTS LLC has conducted a traffic study for the Federal Package at Audubon Business Park development (hereafter referred to as the Proposed Project) located to the west of Audubon Rd between TH 5 to the north and Coulter Blvd to the south in Chanhassen, MN . This traffic study focuses on the addition of traffic to local street system from two manufacturing buildings in the year 2024, one that is proposed as 228,150 square feet (sf) and the other as 165,440 sf. The Proposed Project will be accessed via two driveways from Coulter Blvd and via McGlynn Road. Figure 1, Vicinity Map, depicts the location. Figure 2, Site Plan, illustrates the site layout and access locations. The study area for this memorandum has been identified through conversation with City staff and includes the intersections listed below.  Galphin Blvd & TH 5  Galphin Blvd & Coulter Blvd  Coulter Blvd & Audubon Rd  Audubon Rd & McGlynn Rd  Audubon Rd & TH 5  Coulter Blvd & General Mills Access  Coulter Blvd & East Access The existing AM and PM peak hour traffic conditions were documented in the traffic study completed by Alliant Engineering for Excel Energy’s Chanhassen Service Center development. This study relies on the accuracy of the analysis conducted by Alliant for the existing and 2024 Build conditions as the basis for our background conditions. This analysis includes forecasts of the trip generation potential for the proposed land uses and distribution of these trips through the study area. These trips are then added to the Alliant Engineering 2024 Build forecasts to represent the 2024 Build conditions reflecting the Proposed Project. (Relevant sections of the Alliant study are reproduced in this study for your convenience.) Existing Conditions The existing conditions of the roadways and intersection providing direct and indirect access to the Proposed Project were documented and are noted in Table 1 (the descriptions reflect conditions adjacent to the site). 392 2 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 1. Study Roadway Characteristics Existing Traffic Volumes AM and PM peak hour turning movement counts were conducted at the study area intersections in October 2022. The following notes the peak hour timeframes:  AM: 7:30 AM to 8:30 AM  PM: 4:00 PM to 5:00 PM Exhibit 1 (from Xcel Study) illustrates the existing peak hour traffic volumes, and shows the lane configuration and traffic control. Traffic Operations The operating conditions of transportation facilities, such as roadways, traffic signals, roundabouts and stop- controlled intersections, are evaluated based on the relationship of the theoretical capacity of a facility to the actual traffic volume on that facility. Various factors affect capacity including travel speed, roadway geometry, grade, number of travel lanes, and intersection control. The current standards for evaluating capacity and operating conditions are contained in Highway Capacity Manual1. The procedures describe operating conditions in terms of driver delay represented as a Level of Service (LOS). Operations are given letter designations with "A" representing the best operating conditions and "F" representing the worst. Generally, level of service “D” represents the threshold for acceptable overall intersection operating conditions during a peak hour. The Chart on the following page summarizes the level of service and delay criteria for signalized and unsignalized intersections. 1 Highway Capacity Manual (HCM), Transportation Research Board, 6th Edition Roadway Functional Class Typical Section Posted Speed AADT (Year) TH 5 Minor Arterial 4-Lane Divided 55 mph 25,700 (MnDOT) Galphin Blvd Minor Arterial 3 to 5-Lane Undivided 45 mph 5,700 (MnDOT) Coulter Blvd Minor Collector 2-Lane Undivided 30 mph 1,920 (MnDOT) Audubon Rd Major Collector 2 to 3-Lane Undivided 45 mph 3,740 (MnDOT) McGlynn Rd Local Street 2-Lane Undivided 30 mph 418 (Estimated) 393 3 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN For side street stop-controlled intersections special emphasis is given to providing an estimate for the level of service of the minor approaches. Traffic operations at an unsignalized intersection with side street stop- control can be described two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approaches, since the mainline does not have to stop. It is common for intersections with higher mainline traffic volumes to experience increased levels of delay and poor level of service on the side streets. A final fundamental component of operational analyses is a study of vehicular queuing, or the line of vehicles waiting to pass through an intersection. An intersection can operate with an acceptable Level of Service, but if queues from the intersection extend back to block entrances to turn lanes or accesses to adjacent land uses, unsafe operating conditions could result. In this report, the Industry Design Standard 95th percentile queue length is used. The 95th Percentile Queue Length refers to that length of vehicle queue that has only a five-percent probability of occurring during an analysis hour. This study has utilized the industry current Synchro/SimTraffic software package (11 th Edition) to analyze the Existing and 2024 Build conditions for the AM and PM peak hours. It is noted, the reported results are from the aggregate of 10 SimTraffic simulations which use a random number generator to seed the network with vehicles. These results reflect dynamic conditions and are more accurate for the non-roundabout intersections than the results of the static analysis reported by Synchro. Due to the random number generator results can sometimes show slightly better operations on minor movements under higher traffic conditions when the intersections are operating well. This can be seen when delays and queues noted in the Build Scenario are slightly less than the No-Build Scenarios. Analysis Results – Existing Conditions Tables 2 summarizes the results of the operational analysis for the Existing Conditions. 394 4 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 2 – Existing Operations The results of the analysis of existing conditions indicate that each study area intersection currently operates at overall LOS C or better during the AM and PM peak hours. Due to the long, coordinated cycle along TH 5 moderate to long delay occurs on the side streets. However, the side street delay did not result in excessive vehicle queuing, thus intersection capacity is not an issue requiring mitigation. Future Conditions As mentioned above, the future conditions are based on the Alliant traffic study for Xcel Energy. In their study, the existing traffic volumes were grown by one percent per year from 2022 to 2024 and the estimated traffic for the Xcel site was added to the grown up 2024 numbers to reflect the build conditions. The 2024 Build conditions from the Xcel study is the baseline for our study upon which the traffic forecast (trip generation estimates) for the Proposed Project is added to. Figure 3 summarizes the 2024 No-Build conditions (including Xcel traffic) Trip Generation and Distribution The trip generation estimates reflect the land uses discussed for the Proposed Project including two industrial buildings, one with a 228,150 sf footprint and the other with a 165,440 sf footprint. The volume of vehicle trips generated by the Proposed Project has been estimated for the weekday AM and PM peak hours and on a daily basis using the data methodology described in the Institute of Transportation Engineers’ Trip Generation Manual 2, 11th Edition. ITE’s Land Use Codes corresponding to proposed is 140-Manufacturing. It is noted there are two independent variables to estimate the trips, building size and number of employees. In this case we chose building size as it resulted in a larger number of trips allowing us to 2 Trip Generation Manual, Institute of Transportation Engineers (ITE), 11th Edition Overall LOS & Delay C 31.6 C 21.6 Worst Appro LOS & Delay E 73.9 (SB) D 41.3 (SBL) 95th Percentile Queue Overall LOS & Delay A 4.4 A 3.3 Worst Appro LOS & Delay A 8.4 (EB) A 6.8 (WB) 95th Percentile Queue Overall LOS & Delay A 2.3 A 2.5 Worst Appro LOS & Delay A 5.1 A 6.0 (EB) 95th Percentile Queue EB - 51' EB - 52' Overall LOS & Delay A 2.8 A 2.7 Worst Appro LOS & Delay A 5.6 A 8.8 95th Percentile Queue EB - 55' EB - 51' Overall LOS & Delay B 16.7 B 19.9 Worst Appro LOS & Delay F 87.3 (SB) E 66.6 (SB) 95th Percentile Queue McGlynn Rd & Audubon Rd (Side Street Stop) EB - 261' EB - 245' TH 5 & Audubon Rd (Signal) Coulter Blvd & Galphin Blvd (Side Street Stop)EB - 48' EB - 38' TH 5 & Galphin Blvd (Signal) Coulter Blvd & Audubon Rd (Side Street Stop) Intersection EBT 296' Existing AM Pk Hr PM Pk Hr Measure of Effectiveness (Delay in Sec and Queue in Ft) Criteria SBT - 238' 395 5 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN analyze a more conservative condition. Table 3 summarizes the trip generation estimate for the Proposed Project. Table 3 - Trip Generation As shown in Table 3, the Proposed Project will generate 268 trips (204 entering and 64 exiting) during the morning traffic peak hour, 291 trips (87 entering and 204 exiting) during the evening traffic peak hour and 1,870 daily trips. The new trips have been assigned to the surrounding roadways according to the existing traffic patterns, and according to travel time forecasts from Apple Maps, and Google Maps. In general, the site traffic is distributed to the study area as follows:  To/from the north 5 percent  To/from the west 30 percent  To/from the south 25 percent  To/from the east 40 percent It is noted the site will generate the most traffic during shift changes, which may occur during non-peak hours. However, to provide the most conservative analysis it is assume the shift changes occur during the peak traffic times. Figure 4 illustrates the 2024 Build conditions including the Xcel traffic couple and Proposed Project traffic. Analysis Results – 2024 Build Conditions Tables 4 summarizes the results of the operational analysis for the 2024 Build Conditions. Note the 2024 Build operations reflect the additional traffic associated with the annual growth rate applied to existing traffic volumes and the Xcel Energy Chanhassen Service Center traffic. Additionally, the Build operations include the new traffic forecast for the Proposed Project. Trips Generated: Enter Exit Enter Exit Manufacturing Industrial 1 140 393,590 s.f.R 204 64 R 87 204 R 1,870 204 64 87 204 268Totals Trips PM Peak Weekday ADT 291 1,870 Land Use Type Block No.Land Use Code Size AM peak 396 6 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 4 2024 Build Traffic Operations The results shown in Table 4 indicate the 2024 Build operations of the study area intersections are acceptable with LOS C or better for overall operations. Similar to the existing conditions, moderate to lengthy delay times for the side street movements at the TH 5 intersections is forecast due to the lengthy coordinated traffic signal timing. Again, the anticipated vehicle queuing is short indicating that there are no anticipated traffic capacity issues that would require mitigation. Summary and Conclusions The following provides a summary of the study, traffic operations and recommendations:  AM and PM peak hour traffic operations were analyzed for the Existing and 2024 Build conditions.  The Proposed Project will generate 268 trips (204 entering and 64 exiting) during the morning traffic peak hour, 291 trips (87 entering and 204 exiting) during the evening traffic peak hour and 1,870 daily trips.  Results of the traffic analysis for Existing conditions during both the AM and PM peaks indicate acceptable operations with minimal vehicle back-ups at adjacent intersections. Overall LOS & Delay C 27.1 C 26.9 Worst Appro LOS & Delay EB - 20'56.6 (SB) E 57.9 (SB) 95th Percentile Queue Overall LOS & Delay A 5.7 A 4.3 Worst Appro LOS & Delay C 21.9 (EB) C 15.1 (EB) 95th Percentile Queue Overall LOS & Delay A 3.2 A 2.9 Worst Appro LOS & Delay A 6.5 (EB) A 7.4 (EB) 95th Percentile Queue EB - 58' EB - 69' Overall LOS & Delay A 3.6 A 2.9 Worst Appro LOS & Delay A 8.8 (EB) A 9.5 (EB) 95th Percentile Queue EB - 63' EB - 77' Overall LOS & Delay C 23.2 C 20.5 Worst Appro LOS & Delay D 48.0 (SB) E 55.4 (SB) 95th Percentile Queue Overall LOS & Delay A 4 A 3.8 Worst Appro LOS & Delay A 7.3 (NB) A 6.3 (NB) 95th Percentile Queue NB - 55' NB - 71' Overall LOS & Delay A 0.8 A 1.3 Worst Appro LOS & Delay A 4.4 (SB) A 5.6 (SB) 95th Percentile Queue Coulter Blvd & West Access Coulter Blvd & East Access SB - 36' SB - 47' EB - 276' WB - 264' McGlynn Rd & Audubon Rd (Side Street Stop) TH 5 & Audubon Rd (Signal) Coulter Blvd & Galphin Blvd (Side Street Stop)WB - 59' EB - 58' Intersection Measure of Effectiveness (Delay in Sec and Queue in Ft) Criteria 2024 Build AM Pk Hr PM Pk Hr TH 5 & Galphin Blvd (Signal) EB - 315' EB - 251' Coulter Blvd & Audubon Rd (Side Street Stop) 397 7 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN  Results of the traffic analysis for year 2024 for both the AM and PM peaks with the Proposed Project indicate acceptable operations with minimal vehicle back-ups. Attachments: Figures 1-4; Exhibit 1 (The Appendices with Synchro/Simtraffic Worksheets are available upon request.) 398 8 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 399 9 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 400 10 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Exhibit 1 (By Others) 401 11 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 402 12 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 403 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned Industrial Office Park. Property Owner: Mesenbrink Construction & Engineering, Inc. Applicant: Edward Farr Architects Inc. 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 of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 1 Kim Meuwissen, City Subscribed and sworn to before me ,rri. &- aay or ACU43 ,2023.POTTERANNJENNIFER Notary 404 Subject Parcel This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational' lracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data Provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. ihis map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpoie requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provaded pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. (Tax_nameD <Tax_add_ll > <Tax_add_!2> <Next Record ><Tax_nameD <Tax_add_l1> <Tax_add_12> Subject Parcel 3 f I d 3 - f t; II te T! a l.l u)I -t 405 Tuesday, July 18, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the aqenda. Date & Time: Location:City Hall Council Chambers, 7700 Market Blvd Proposal Consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned lndustrial Office Park Applicant:Edward Farr Architects lnc Mesenbrink Construction & Engineering, lncOwner: Property Location: SW corner of Arboretum Blvd and Audubon Blvd A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public. 4. Public hearing is closed, and the Planning Commission discusses the proiect. Questions & Comments: To view project documents before the meeting, please visit the city's proposed development webpage at: urww.chanhassenmn.qov/proposeddevelooments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.oov or by phone a|952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday priortothe Planning Co@ Sign up to receive email updates about this or other projects. Go to https ://www. chanhassenm n.qov/i-want-to/subscri be City Reviaw Ptocodure: . Subdivisions, Planned Unit Oevelopments, Site Plan Reviils, Conditional and lnterim U$s, Vvatland Alterations, Rozonings, Comprehensive Plan Amendm€nts, Varian@s, Appeals, and Code Amendments requiro a public hearing before tha Planning Commission. City ordinanBs require all property within 500 feet of the subjoct sita to be notified of the applietion in writing. Any interestsd party is invited to attond the meeting. . Stafi prepares a report on the subjecl appli€tion that includes all pertinent information and a re@mmsndation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal ovoruiew of lhe report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a ro@mmendation to the City Council. Tha City Council may reverse, affirm or modfy wholly or partly the Planning Commission's rarcmmendation. Rezonings, land use and code amendments taka a simple majority vote of the City Council 6x€pt rezonings and land use amendments from residential to commercial/industrial. . Minnesota State Statute 519.99 requires all appli€tions to be proessed within 60 days unless the applicant waives this standard. Some applications due to their omplexity may take several months to complets. Any person wishing to follN an item through the pro@ss should check with the Planning Oepartment regarding its status and schsduling for the City Council mseting. . A naighborhood spokesperson/represantative is sn@uraged to provide a @ntacl for the city. Ofton developers ars enmuEged to meet with the neighborh@d regarding their proposal. Stafi is ale available to review the prcjoct wilh any interested parsn(s). . Because the Pianning Commission holds the public hsaring, the City Council does nol. Minulss are taken and any @rrespondence regarding the appli€tion will be included in the report to the City Council. lf you wish to have something to be included in lhe reDort. Dlease @ntact the Plannino Staff person named on the notification. Notice of Public Hearing Chanhassen Planni Gommission Notice of Public Hearing Chanhassen Planni Commission Tuesday, July 18, 2023, al6:00 p.m. This hearing may not start until later in the eveni d on the order of the Hall Council Chambers, 7700 Market Blvd Consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned lndustrial Office Park Edward Farr Architects lnc Mesenbrink Construction & Engineering, lnc SW corner of Arboretum Blvd and Audubon Blvd A location is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 5. Staff will give an overview of the proposed project. 6. The applicant will present plans for the project. 7. Comments are received from the public. 1. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenm n.qov/proposeddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.oov or by phone a|952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeti Sign up to receive email updates about this or other projects. Go to https : //www. cha nhassen mn. gov/i-wa nt-to/su bscribe . Subdivisions, Planned Unil Developmenls, Site Plan Raviews, Condilional and lnterim U$s, Wstland Alteratims, Rezonings, Comprehensive Plan Amsndments, Variancs, Appeals, and Code Amondments require a public hearing before the Planning Commission. City ordinancs require all prop€rty within 500 feet ot tha subject site to be notified of the appli€tion in writing. Any interosted party is invited lo attend the meeling. . Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission moeting, staff will give a verbal ovsruiew of the report and a re@mmendation. The item will bs opened for the public to speak about lhe proposal as a part of the hearing proess. The Commission will closs the public hearing and discuss the it6m and make a raommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's reommendation. Rszonings, land us and 6de amsndmenls take a simplo majority vote of the City Council excpt rezonings and land uss amendments from residentialto mmmercial/industrial. . Minnesota State Statute 519.99 requires all applications to be proessed within 60 days unless the appli€nt waives this standard. Soma appli€tions due to their @mplexity may take sevsral monlhs to complete. Any por$n wishing to follow an item through the pro@ss should check with the Planning Departmenl regarding its status and scheduling for lhe City Council meeting. . A noighborhood spokespeEon/representative is encouragsd to provide a @ntacl for ths city. Often dovolopors are an@uEged to meet with th€ nsighborhood regarding their proposal. Staff is also available to reviil the proiect with any interssted p€rson(s). . Because ths Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondsnce regarding the appli€tion will be included in the report to tha City Council. lf you wish to have something to be includad in the report, Date & Time: Location: Proposal: Applicant: Owner: Property Location: What Happens at the Meeting: Questions & Comments: contact the Staff named on the notilication. 406 TAX-NAME AARON HOLZEMER ALAN M &TERESAYJOHNSON ALAN SMOLA ALICE M ENGLISH ALLAN R & MARYJ OLSON AMANDA R KARASEK AMY J DAHLGREN AMY M HERNANDEZ AMY ROGERS ANCHELA HATEY ANDREW D EVAVOLD ANDY I MARTINSON ANGIE THERESA VOLLBRECHT ANN SAUER ANNA RUDENKO AND ANDREY RUDENKO ANNE M GEYER ANNETTE M CIESZKOWSKI ANTHONY JAMES FRIBERG ANTHONY S ROCKWELL JR ARIANNE SMITH ASHVINI K THOTTEMPUDI BAK INVESTORS LLC BARBARA C ANDERSON BARBARA R YOUNGBERG BAVARIA PROPERTIES LLC BECKY CONNOLE BECKY OELSCHLAGER BENTON OLSON BERENJIAN PROPERTIES LLC BERNARDINO ROBERT LANZI JR BEVERLY GAYLE WRIGHT BLAKE M & TAMI C GOTTSCHALK BLUFF CREEK PROPERTIES LLC TAX_ADD-11 1947 ANDREW CT 8285 STONE CREEK DR 8180 STONE CREEK DR 2082 CLOVER CT 7461 WINDMILL DR 7588 WALNUT CURV 7681 PRIMROSE PLACE 7599 WALNUT CURV 2158 BANEBERRY WAY W 2011 BLUE SAGE LN E 8126 STONE CREEK DR 1929 BLUFF VIEW CT 7496 CROCUS CT 7670 BLUEBONNET BLVD 7687 PRIMROSE PL 7758 SNAPDRAGON DR 2141 BANEBERRY WAY W 8117 STONE CREEK DR 8537 POWERS PL 1934 ANDREW CT 7751 LADYSLIPPER LN 7945 STONE CREEK DR # 120 7724 BLUEBONNET BLVD 2035 CHICORY WAY 2705 PONDVIEW CURV 7627 PRAIRIE FLOWER BLVD 7685 BLUEBONNET BtVD 7547 WALNUT CURV 8192 KATIE CIR 1949 ANDREW CT 7657 PRIMROSE PL 2197 MAJESTIC WAY 7915 STONE CREEK DR #130 TAX-ADD_12 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317-9366 CHANHASSEN, MN 55317.9393 CHANHASSEN, MN 55317.8349 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8344 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8350 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8345 CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9389 CHANHASSEN, MN 55317.7409 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4605 CHANHASSEN, MN 55317-8335 CHANHASSEN, MN 55317.8347 vtcToRrA, MN 55386-4551 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8350 CHANHASSEN, MN 55317- EDEN PRAIRIE, MN 55347.1098 CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-4561 407 BRADLEIGH SAWYER BRANDT M JORGENSEN BRIAN & KAREN WALKER BRIAN D & ELIZABETH J GUTHRIE BRIAN M LARAMY BRIAN P & BRENDAJ REISTER BRIAN P HANSON BRIAN R & BARBARA C FOLSOM BRIAN R ERDMAN BRIAN W MARTODAM C & J REAL ESTATE HOLDINGS II LLC CARLY A GLIEDEN CAROL ANN LEE CAROL.J BUTEYN CARVER COUNTY CDA CHADE&LINDASNELSON CHAD W MEYER REVOCABLE TRUST CHARLES E & LORETTA GOETZINGER CHARLES N ARN FELT CHAVIVAN LERDGIDKJON CHERI L HANNA CHERREE R THEISEN CHERYL L NASH CHERYL NORTON CH ERYL RUTH NORMAN CHRIS WILLIAM ORCUTT CHRISTINE G GALLAS CHRISTOPHER B CESAR CHRISTOPHER CAMPBELL CHRISTOPHER M VERNIER CHRISTOPHER R & KARI THENTGES CHUNG CHENG MANAGEMENT GROUP LLC CONNIE L MUNSON CONNIE VOS 7441 WINDMILL DR 8108 STONE CREEK DR 7591 WALNUT CURV 8123 STONE CREEK DR 7471 TULIP CT 13280 62ND ST 3859 RED CEDAR WAY 2215 BANEBERRY WAY W 2091 BRINKER ST 2103 BRINKER ST PO BOX 737 2084 BANEBERRY WAY E 7704 BTUEBONNET BLVD 7678 CONEFLOWER CURV N 705 WALNUT ST N 8135 STONE CREEK DR 3515 LILAC LN 7521 WINDMILL DR 1950 BtU FF VIEW CT 8348 STONE CREEK DR 7655 BLUEBONNET BLVD 2072 MAJESTIC WAY 7638 PRAIRIE FLOWER BLVD 2127 CLOVER CT 1952 ANDREW CT 7481 WINDMILL DR 7675 CONEFLOWER CURV N 2194 BANEBERRY WAY W 2166 BANEBERRY WAY W 8O9O STONE CREEK DR 75OO WINDMILL DR 12435 PRINCETON AVE 2068 WATERLEAF tN W 2171 BANEBERRY WAY W CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-9330 MAYER, MN 55360-8562 CHASKA, MN 55318- CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317.9360 CHANHASSEN, MN 55317-9361 HOWARD LAKE, MN 55349- CHANHASSEN, MN 55317-8357 CHANHASSEN, MN 55317-8335 CHANHASSEN, MN 55317-8355 CHASKA, MN 55318-2039 CHANHASSEN, MN 55317-7416 MINNETONKA, MN 55345- CHANHASSEN, MN 55317-9365 CHANHASSEN, MN 55317.7421 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8350 CHANHASSEN, MN 55317.9352 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317-9366 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8338 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7419 CHANHASSEN, MN 55317-9363 EDEN PRAIRIE, MN 55347. CHANHASSEN, MN 55317.8342 CHANHASSEN, MN 55317-8340 408 CRAIG JON SCHROEDER CREEK FIVE ASSOCIATES CUI SUN DAGMAR DIETHELM REVOCABLE INTERVIVOS TRU DAKE N & DEIRDRA CHATFIELD DANIELE&KARENKTRUE DANIEL L ACHTOR DANIEL R & LATASHA R SLINDEN DANIEL S & TAMERA K SHREVE DANIELLE M BENNETT DANNA M MOKAMBA DARLA JEAN O,FLANAGAN DARLENE A SODERLIND DAVID B & GLORIAJ SPONG DAVID COLEMAN DAVID E BENSON DAVID J GREBIN DAVID J MELOCHE DAVID J OLSON DAVID K & CHRISTINAJ STREETER DAVID K WEIBY DAVID KOELLN DAVID NENDZA DAVID SENIOR DAVID VANDENBOOM DAVID W CALLISTER DAWN FIELDS DAWN I KERBER DEBORA L STAHLECKER DEBRA L KOTZ DELGADO PROPERTY INVESTMENT TRUST DELPHA SCHRAM REVOCABTE TRUST NOV 16, 20 DENISE M MATARKEY DENNY P HOFMANN 2032 BLUE SAGE LN E PO BOX 16 24531SE 46TH TER 2085 MA.IESTIC WAY 22OO MAJESTIC WAY 8091 STONE CREEK DR 3215 GRAHAM HILL RD 7509 TULIP CT 7595 WALNUT CURV 7725 CONEFLOWER CURV S 2223 BANEBERRY WAY W 7749 BUTTERCUP CT 7656 PRAIRIE FLOWER BLVD 2066 CLOVER CT 7650 PRAIRIE FLOWER BLVD 8161 STONE CREE K DR 7748 BUTTERCUP CT 7750 SHARP DRAGON DR 2013 POPPY DR 7598 PRAIRIE FLOWER BIVD 2149 MAJESTIC WAY 2133 MAIESTIC WAY 2029 BANEBERRY WAY E 7431, WINDMILL DR 8O8O STONE CRE EK DR 7541 WINDMILL DR 8269 STONE CREEK DR 2167 BANEBERRY WAY W 2159 BANEBERRY WAY W 2145 BANEBERRY WAY W 7965 STONE CREEK DR 120 7892 AUTUMN RIDGE AVE 2116 CLOVER CT 1945 ANDREW CT CHANHASSEN, MN 55317- HAMEL, MN 55340- rssAQUAH, WA 98029-7818 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-9354 CHANHASSEN, MN 55317.7419 LONG LAKE, MN 55356- CHANHASSEN, MN 55317-9330 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317.7416 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8346 CHANHASSEN, MN 55317-9398 CHANHASSEN, MN 55317.9355 CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-8360 CHANHASSEN, MN 55317.9366 CHANHASSEN, MN 55317-7419 CHANHASSEN, MN 55317-9365 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317. 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CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8357 CHANHASSEN, MN 55317-4624 AURORA, CO 80016-6141 CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317.7414 CHANHASSEN, MN 55317-8358 CHANHASSEN, MN 55317- 417 STEVENJ&NADIAMJANSON STEVEN L & CINDY M BRODIGAN STEVEN R & JANICE M THOMPSON STEVENW&KARENABROWN STONE CREEK OFFICE GROUP LLC STONE CREEK STUDIOS LLC SUSAN LYNN WALKER SUSAN M ERICKSON SUSAN M GILLMAN SUSAN M MILBRIDGE SUSAN SCHRAD SUSANNE BOGAN SYDNEY MORTON T & J PROPERTIES OF CHANHASSEN TAMERA M BEEHN ER TAO YANG THE NELSON FAMILY TRUST THE PILLSBU RY COMPANY THEODORE A & ANGELA M ELLEFSON THOMASE&JOANNMMEYER THOMAS E WITEK THOMAS IAN MCLEAN POWELL THOMAS JAY THOMAS P & SANDRAJ OPHEIM THOMAS S & PATRICIA t BREMER THOMPSON FAMILY TRUST TIMOTHY A CRAIN JR TIMOTHY NORDBERG TIMOTHY R HOTZER TOMJ&LISALAPKA TOWNHOMES AT CREEKSIDE ASSN TRANG P HA TRENT J MAHR TRUST AGREEMENT OF MARC C DUBINSKY & DAR 2199 BRINKER ST 2159 BRINKER ST 2077 CLOVER CT 7670 PRAIRIE FLOWER BLVD 8156 MALTORY CT 7945 STONE CREEK DR #140 1932 ANDREW CT 2198 BANEBERRY WAY W 2017 BANEBERRY WAY E 2039 CLOVER CT 16752 180TH ST 7757 BUTTERCUP CT 7699 CONEFLOWER CURV S 7935 STONE CREEK DR #150 2022 POPPY DR 2117 BRINKER ST 7630 PRAIRIE FTOWER BLVD PO BOX 1113 7609 WALNUT CURV 1973 ANDREW CT 2130 CLOVER CT 2037 BANEBERRY WAY E 7580 WALNUT CURV 8305 STONE CREEK DR 7551 WALNUT CURV 7419 TULIP CT 1956 ANDREW CT 2126 MAJESTIC WAY 2015 CHICORY WAY 2014 WATERLEAF LN E PO BOX 36 2029 POPPY DR 2065 MA]ESTIC WAY 2013 CLOVER CT CHANHASSEN, MN 55317-9361 CHANHASSEN, MN 55317.9361 CHANHASSEN, MN 55317.8352 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317.8586 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317.8338 CHANHASSEN, MN 55317.8360 CHANHASSEN, MN 55317- cARROtt, lA 51401-89s3 CHANHASSEN, MN 55317.8337 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4610 CHANHASSEN, MN 55317.8346 CHANHASSEN, MN 55317-9361 CHANHASSEN, MN 55317. MTNNEAPOLTS, MN 55440-1113 CHANHASSEN, MN 55317-9395 CHANHASSEN, MN 55317.7409 CHANHASSEN, MN 55317-8353 CHANHASSEN, MN 55317-8360 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317.9353 CHANHASSEN, MN 55317.8347 CHANHASSEN, MN 55317-8343 CHANHASSEN, MN 55317-0036 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9356 CHANHASSEN, MN 55317. 418 TRUST FOR THE BENEFIT OF JOY M GORRA VESTMENT SERVICES LLC VICTOR D II &CAROLYNRDOYLE VIRGINIA M CURTIS WATNUT GROVE HOMEOWNERS ASSN WALNUT GROVE VILLAS ASSN WATERROCK REAL ESTATE LLC WAYNE R HENDRICKSON WEST METRO AUDIO LLC WILLIAM A & BARBARA E BROWN WILLIAM BURTON WILLIAM K & KRISTINE GUGGEMOS WILLIAM R JACQUES YURI FARBER ZACHARY I KNUTSON 1680 W 78TH ST 7935 STONE CREEK DR #120 7564 WALNUT CURV 7707 CONEFLOWER CURV S 1801 E 79TH ST #21 81OO OLD CEDAR AVE S STE 3OO 7935 STONE CREEK DR STE 1,10 1972 ANDREW CT 23585 YELLOWSTONE TRL 7676 PRAIRIE FLOWER BLVD 1944 CREEKVIEW CT 2165 MAJESTIC WAY 7545 WALNUT CURV 9801 34TH AVE N 7726 BLUEBONNET BLVD CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4610 CHANHASSEN, MN 55317-9393 CHANHASSEN, MN 5531,7.8358 BLOOMTNGTON, MN 55425-1230 MINNEAPOLIS, MN 55425. CHANHASSEN, MN 55317.4611 CHANHASSEN, MN 55317.7409 EXCELSTOR, MN 55331-2960 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317-7418 CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-9394 MINNEAPOLIS, MN 55441.2466 CHANHASSEN, MN 55317- 419 Planning Commission Item July 18, 2023 Item Approve Planning Commission Meeting Minutes dated June 6, 2023 File No.Item No: D.1 Agenda Section APPROVAL OF MINUTES Prepared By Jenny Potter, Sr. Admin Support Specialist Applicant Present Zoning Land Use Acerage Density Applicable Regulations SUGGESTED ACTION "The Chanhassen Planning Commission approves its June 6, 2023 meeting minutes." SUMMARY BACKGROUND DISCUSSION RECOMMENDATION 420 ATTACHMENTS Planning Commission Meeting Minutes dated June 20, 2023 421 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 6, 2023 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Vice-Chair Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Bob Generous, Senior Planner; Eric Maass, Planning Director, and MacKenzie Young-Walters, Associate Planner PUBLIC PRESENT: Chris Albright Superior Contracting, 22356 Aberdeen Avenue, Jordan Edgar Cepuritis Vice President of Development, Café Zupa, 460 West Universal Circle, Sandy, Utah PUBLIC HEARINGS: 1. CONSIDER A REQUEST FOR A FRONT YARD SETBACK AND OTHER VARIANCES TO BUILD A TWO-STORY HOME ON PROPERTY LOCATED AT 3632 HICKORY ROAD MacKenzie Young-Walters stated additional properties in the neighborhood have requested variances in the past due to abnormal lot size. This current lot is larger than required by the zoning district. The property is unique because it is a bisected parcel. The applicant’s proposal would meet the zoning requirements aside from the front yard setback request at 20 feet. The staff assessed the request and stated the proposal was reasonable and recommended approval. Commissioner Goff noted the front setback was preferable to the back setback. Chair Noyes questioned the water resource success due to the lot topography. Mr. Maass stated the water resource engineer hopes to bring the lot closer to compliance with the code. The engineer provided an option of a rain garden. Chair Noyes invited the applicant to address the Planning Commission. Chris Albright, General Contractor, opened the floor for questions. Chair Noyes asked how confident Mr. Albright was on saving trees during the project. Mr. Albright stated he was confident as there was not much tree coverage on the building site. 422 Planning Commission Minutes – June 6, 2023 2 Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Schwartz moved, Commissioner Perry seconded that the Chanhassen Board of Appeals and Adjustments, approves the requested 10-foot front yard setback variance, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 2. CONSIDER A REQUEST FOR A SUBDIVISION, SITE PLAN REVIEW WITH VARIANCES, AND A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH RESTAURANT LOCATED AT 800 W. 78TH STREET Senior Planner Generous gave a summary of the staff report, noting the applicant is Café Zupas and West Village Station, LLC. The zoning for the property is commercial use and is at an existing shopping center. The preliminary plat would create two lots, with the shopping center located at Lot 1 and the drive-through restaurant at Lot 2. Lot 2 requests a drive-through which requires a conditional use permit. The restaurant will provide pedestrian access, a patio area, and two drive-through lanes. The lot already has access to utilities and there will be minor grading changes for the new building. The project also meets drainage and stormwater management, but the city has concerns about the placement of the catch basin near trash receptacles to ensure no illicit dumping. The development does not meet the landscaping diversity requirements and need additional tree types. The architecture was reoriented due to concerns of traffic with the drive- through. The staff report encouraged the applicant to include spandrel windows to the south elevation and to reorient the door from the southwest corner of the building. The materials are stucco, brick, composite wood, and metal. The conditional use permit is for the drive-through. All requirements for the city code have been met. Café Zupas drive-through has a maximum of six vehicles and there will not be impact on traffic circulation. The city recommends approval of the conditional use permit. The city code does not accommodate literary artistic expression. The staff recommended approval for the variance so the company can match brand identity. Chair Noyes stated he received a letter from a resident about concerns with the signage. Chair Noyes asked if the signage would be a distraction for drivers. Mr. Generous stated he did not think this was a concern, and engineering did not see this as an issue. Chair Noyes asked about the issue with crossing and accessibility. Mr. Generous stated they are addressing it, but the shopping center is an issue. Commissioner Schwartz asked if the trees would be over the proposed deck. Mr. Generous stated the trees would be on the periphery. Commissioner Goff asked Mr. Generous to address the letter writer’s concern about underutilizing a primary location. Planning Director Maass stated the city approved a consultant 423 Planning Commission Minutes – June 6, 2023 3 study to address a downtown design study to ensure the space is used to the best of the opportunities. This application was submitted prior to this study, so it must be based on current ordinances. Chair Noyes asked if the city is completing this study if it would be best to wait on approving this application. Mr. Maass stated they are under a statuary 60-day requirement to act on this application unless there is a moratorium. This current study would not be applied retroactively. Chair Noyes stated they received three letters regarding this project with a variety of opinions. Mr. Maass stated Café Zupa has been a good partner and made changes to promote pedestrian- friendly areas. Commissioner Schwartz stated the current study will have to take this building into account when considering additional building or business opportunities in the future. Mr. Maass understood but needs to review the application based on current city ordinances. Vice-Chair Alto shared that this location is well set up for a drive-through. The restaurant is a healthier option as opposed to a fast-food restaurant. Commissioner Schwartz asked if there was a physical barrier between the patio and the parking lot. Mr. Maass stated they suggested Café Zupa add a patio and they discussed adding a fence or barrier since it is next to the drive-through. Commissioner Schwartz asked if the restaurant places the order at the drive-through and waits at a pick-up location for the food. Edgar Cepuritis, Vice President of Development for Café Zupa, shared about the mobile ordering and drive-through options. Café Zupa desires to get cars from the drive-through queue to holding spaces to serve guests efficiently. Commissioner Schwartz asked if the gray areas on the site plan review are parking spaces. Mr. Cepuritis stated that is the current layout. There is a barrier between the current parking lot and the drive-through area. Customers are exiting into traffic either from the east or the north. Commissioner Goff questioned if the signage was artistic and not commercial. Commissioner Goff stated that the logo is used by Café Zupa, so it is commercial. He requested to see the logo meet city requirements. Chair Noyes questioned if the image was just a strawberry if it would be viewed as artistic. Commissioner Soller asked about the precedent of approving similar artistic signage. Mr. Maass stated that each variance is unique and does not create precedent from a policy standpoint. Chair Noyes stated he does not think there will be negative consequences to approving the artistic signage for Café Zupa. Commissioner Goff asked if the lettering and strawberry would be raised. Mr. Generous stated that the image would be painted. 424 Planning Commission Minutes – June 6, 2023 4 Vice-Chair Alto stated the painting would not detract like plastic signage would. Commissioner Soller asked if there would be a requirement for maintenance. Mr. Generous stated they would be held to building maintenance ordinance. Commissioner Schwartz stated the traffic impact study provided referenced the Café Zupa building and a 3500 retail unit. He questioned what the retail unit would be. Mr. Cepuritis stated the traffic study was done in conjunction with earlier work, but is not currently planned for. Mr. Cepuritis stated citizens want a drive-through, which helped Café Zupa serve guests well during the COVID-19 pandemic. The new stores include a drive-through. Mr. Cepuritis thanked Mr. Generous and Mr. Maass for their time and work together. He stated there will be a fence area near the drive-through to block the headlights from 78th Street. Mr. Cepuritis shared information about the mural on the building. It states, “Good things happen in Chanhassen.” He asked commissioners what objects or images they can include on the mural that connects with Chanhassen. Mr. Cepuritis shared Café Zupa desires a high-quality building and plans to maintain the building. Mr. Cepuritis also shared that the spandrel windows are glass windows that you cannot look through. Commissioner Schwartz encouraged Café Zupa commercial designer to offer a local challenge to area graphic designers to submit ideas for the murals. Mr. Cepuritis stated the store would consider running a challenge through the school system. Commissioner Soller asked for an estimate of additional parking spaces. Mr. Cepuritis stated there is a net negative 20 parking spaces when accounting for the building. Commissioner Soller stated residents were concerned about parking spaces impacted by the building. Commissioner Schwartz asked about the plans to use green construction and renewable energy. Mr. Cepuritis stated Café Zupa is energy and environmentally conscious. There is no written policy in their company to incorporate green energy or environmentally conscious construction. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Soller stated there is a large sign at the parking lot that advertises Lunds & Byerlys. He asked if there would be additional signage for Café Zupa. Mr. Generous stated the structure is currently in place and the current management can determine the usage. Commissioner Johnson asked about the door being moved in the design and asked if this move was desired. The door provides access to employees delivering food out to vehicles in the drive- through lane. Mr. Maass shared this change aligns with code, which states the main entrance should face the primary street and secondary entrance to the side or rear. The door is required to be on the façade to align with code. The door with the vestibule would be the primary door. 425 Planning Commission Minutes – June 6, 2023 5 Commissioner Goff stated he approves of the sign, but requested to change the language in the application to state the sign is an artistic element to the storefront design. Commissioner Schwartz asked if the phrase “Nourish the Good Life” was a corporate slogan appearing on the letterhead or annual reports. Mr. Cepuritis stated the sign appeared on staff t- shirts. There is no copyright to this slogan and other individuals can use it. Commissioner Soller stated many individuals have different views of the development of downtown Chanhassen. He questioned what steps the city can take to increase pedestrian and motor traffic downtown safely and strategically. Vice-Chair Alto stated this is the goal of the Economic Development Commission. Commissioner Soller disagreed. Chairman Noyes shared when new concepts are being introduced, it is possible to create spaces from scratch. He noted the oldest part of the town is hard to develop with current businesses established. Mr. Maass shared the Planning Commission and Economic Development Commission will respond and react to active applications and future spaces. Commissioner Schwartz encouraged individuals to reference similar projects in other communities to consider what other neighboring towns are completing. Vice-Chair Alto moved, Commissioner Jobe seconded that the Chanhassen Board of Appeals and Adjustments approves Planning Case #2023-08 subject to the to the conditions of approval, and adopts the attached Findings of Fact and Decision, with the amendment to change the language of signage variance to artistic element. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MAY 16, 2023 Commissioner Soller moved, Commissioner Schwartz seconded the approval of the summary Minutes of the Planning Commission meeting dated May 16, 2023 as presented. CITY COUNCIL ACTION UPDATE: Mr. Young-Walters stated the City Council approved the amendments presented before the Planning Commission at the last meeting except for the amendment for the use of pervious pavers in the shoreland. The engineering department is considering a more comprehensive look at this amendment. Chairman Noyes asked if the amendment would return to the Planning Commission. It was indicated that if there were substantive changes, it would return to the Planning Commission. 426 Planning Commission Minutes – June 6, 2023 6 ADJOURNMENT: Commissioner Schwartz moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 7:18 p.m. Submitted by Eric Maass Planning Director 427