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CAS-06_PLANNING CASE NO. 2019-06Document #: T2110 ]Pc aot9 v(o ement #: A683465 Date: 09-23-2019 Time 3:57 PM Pages: 11 Cert # 35576.0 Filing Fee: $46.00 Paid on 09-23-2019 County: Carver State: MN Requesting Party: CAMPBELL KNUTSON PA Kaaren Lewis Registrar of Titles CITY OF CHANHASSEN RECEIVED OCT 2 4 Z019 CHANHASSEN PLANNING DEPT Date: 09-23-2019 Time 3:57 PM Pages: 11 Recording Fee: $46.00 Paid on 09-23-2019 County: Carver State: MN Requesting Party: CAMPBELL KNUTSON PA Kaaren Lewis County Recorder This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document CITY OF CHANHASSEN SITE PLAN AGREEMENT #2019-06 LIFE TIME PARKING LOT SPECIAL PROVISIONS AGREEMENT dated August 26, 2019, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and LTF REAL ESTATE COMPANY, INC., (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 213 stall parking lot (referred to in this Agreement as the "project'). The land located in Carver County, Minnesota, is legally described as Lot 1, Block 1, Arboretum Business Park 5`s Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A - Site Plan prepared by Elfering & Associates, dated 7/17/19. Plan B - Grading, Drainage and Erosion Control Plans prepared by Elfering & Associates, dated 7/17/19. Plan C - Landscaping Plan prepared by Elfering & Associates, dated 6/14/19. Plan D - Stormwater Infiltration Plans prepared by Elfering & Associates, dated 6/14/19. Plan E - Stormwater Pollution Prevention Plan prepared by Elfering & Associates, dated 7/17/19. 4. Time of Performance. The Developer shall install all required screening and landscaping by August 31, 2020. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. • 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $196,000.00 (erosion control, landscaping and storm water infiltration). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Kari Broyles LTF Real Estate Company, Inc. 2902 Corporate Place Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for 213-stall parking lot subject to the following conditions: Building a. The addition of parking spaces requires additional accessible parking spaces be provided per the Minnesota Accessibility Code. The additional accessible spaces shall be distributed to locations at or near the accessible entrances of the four Life Time buildings noted on the plan. Engineering a. On sheet C1.00: Under the Governing Specification notes, reference the City of Chanhassen's Standard Specifications and Detail Plates. b. On sheet C2.00: Existing utilities illustrated on Water Tower Place do not match City records. The developer should request appropriate shape files and as-builts from the City • to accurately depict existing locations of utilities for clarity (e.g. the fire hydrant located on the east comer of the driveway approach to 2932 Water Tower Place is not illustrated, draintile in the area is not illustrated, etc.). c. On sheet C3.00: Field locate the existing sanitary sewer service stub and have the plans updated to the exact location; electrical wiring is not illustrated between lights to be removed, show all electrical wiring and call -out removal; plans indicate the reuse and salvage of existing gravel, illustrate location of stockpiles either on sheet C3.00 and sheet C6.00. d. On sheet C5.00: From the "Utilities Symbols" the existing and proposed storm manhole appear the same, adjust for clarity; from the "Utilities Symbols" there are multiple line types/symbols that are unused in the plan sheets, remove any unused line types for clarity, also add symbol for "light grey" pavement that is hatched within majority of work area; add ADA compliant ramps; storm structures (catch basins, storm manholes, etc.) that have inverts should be labeled with direction of invert (N, S, E, W) connection type (IN/OUT); Illustrate locations of access pits for Stormtech system; RCP pipe from CB 6 to STMH 5 shall be 15" diameter; adjust symbol if storm infrastructure is called out as STMH as currently all STMH's are symbolized as proposed catch basins; show connection to outlet control structure and reference detail and/or sheet the detail is located on for clarity (STMH 7); reference city detail #5207 for driveway entrance off Water Tower Place; correct name to Water Tower Place; connection to existing STMH on southeast corner of site references "verify existing invert," applicant shall field verify and update plans accordingly; add note to abandon 6" PVC sanitary stub and to coordinate with Public Works @ 952-227-1300 48-hours prior to commencement of work. e. On sheet C6.00: Call out for rock construction entrance should also illustrate the entrance on plans; remove silt fence where rock construction entrance is located for proper ingress/egress; relocate silt fence on far east side to the edge of the extents of proposed grading (approximately 40' to the west), and not on existing impervious surface, adaptively manage with bio logs and other approved erosion control BMPs when tying in new and existing bituminous; show stockpile of salvaged gravel and methods for erosion and sediment control; remove call out for existing and proposed contour and add line types to symbols. f. On sheet C8.00: The planting legend indicates areas where work would include "sod - disturbed areas", however no areas are proposed or illustrated to be sodded, update accordingly. g. On sheet C10.00: Add applicable City details per updates required from Conditions 1-6, which includes, but are not limited to, driveway details, erosion control details, and storm pipe bedding details. h. On sheet C13.00: Provide MPCA issued Construction Stormwater General Permit; update SWPPP to include every requirement listed under Sections 5.2-5.26 of the NPDES general permit. Fj On sheet E0.1: Light pole base detail does not provide dimensions of concrete base, rebar spacing, depths, etc., update accordingly; electrical conduit/wire is difficult to read on plans, enlarge text for clarity; provide legend; provide north arrow; Key Note 3 shall replace the word "abandon" with "remove'; Key Note 4 indicates "conductors to be removed", locate conductors on plan. j. Provide an updated stormwater report that indicates the property owner and their contact information along with the consultant/engineer who produced the analysis and their contact information. k. The stormwater report indicates that the underground system will utilize biofiltration. Provide an update to the report that clarifies how biofiltration will be achieved. Environmental Resources a. All parking lot islands and peninsulas that contain a tree must have an inside width of 10 feet. Parking lot landscaped islands and peninsulas are required to have proper planting soil and irrigation. Planning a. The applicant shall enter into a Site Plan Agreement and provide the security required by it prior to receiving a building permit. b. A separate sign permit application, review and approval shall be required prior to site sign installation. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN i" Q� CY�1!/Fj AND: 1 ° ' Todd Gerhardt, City Manager — f•,�e�L'JQ�� t1111" • STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) h The foregoing instrument was acknowledged before me this Irday of "20� by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corpora ton and pursuant to the authority granted by its City Council. t _ _ _ _ ` h`[fly.1wMall KIM T. MEUWISSEN Notary Public -Minnesota 9 pqy CAmmisaioe Expires Jan 31. 2025 STATE OF MINNESOTA COUNTY OF YVV (ss. DEVEL P BY K L oyles - i resident The foregoin instrument was acknowledged before me this IZ.P day of 20f CI_ by KGUt L . LTF Real Estate Company, Inc., a Minnesota Corporation ! uU LL W NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard ANDREA DAWN ERICKSON fth" PabAaMlrvne8ta WV 01 �0"Eokn•M 8t• P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 • CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this site plan agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of Site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean Up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 0 • 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a Certificate of Occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 0 • G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Agreement shall run with the land and may be recorded against the title to the property. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Comphance with Laws. Ordinances. and Regulations. ations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. 0 N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold hamiless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 10 ENGINEERS ESTIMATE PROJECT: LIFETIME CHANHASSEN- LOT 1, BLOCK 1; 2970 WATER TOWER PLACE ENGINEER: ELFERINGS ASSOCIATES REM DTY ITEM DESCRIPTION ENGINEERS ESTIMATE NO. UNIT UNIT PRICE TOTAL PRICE S) (S) SCHEDULE 1.0 - EROSION CONTROL 1 2573.502 SILT FENCE OR BIOLOGS LF 1,16000 2SO 2.900.D0 2 2573.520 SEDIMENT REMOVAL BACKHOE HOURS 24W 145.OD 3.480 OD 3 25M 530 INLET PROTECTION EACH 600 250.W 1.500.00 4 2573.530 INLET SEDIMENT REMOVAL EACH 600 150.D0 900.00 5 2573.6G2 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 W 2,OW.00 2,000.00 SCHEDULE 1.0 - EROSION CONTROL - TOTAL 10.7W.00 SCHEDULE 2.0- STORMINAMRMANAGEMENTFACIM 1 SPEC STORMTECH SYSTEM LS 1.00 136.500D0 138.50D.00 SCHEDULE 2.0 - STORMWATER MANAGEMENT FACILITY- TOTAL 136.500.00 SCHEDULE3.0. LANDSCAPING 1 2571.502 RIVER BIRCH (2 B&B) TREE 4 $475.00 $1,900.00 2 2571502 SKEET KEEPER HONEY LOCUST(2.S ME) TREE 8 S475 DO $3,800.00 3 2571502 HARVEST GOLD LINDEN(2.5'MB) TREE 5 S50D_DO S2.5DD.00 4 2571,502 PRINCETON ELM(25' B&B) TREE 1 S500.00 5500.00 5 2571.502 JAPANESE TREE LILAC(1.5' MB) TREE 4 $350.00 $1.400.00 6 2571505 DECIDUOUS SHRUB(2P HEIGHT,#S CONT.) SHRUB 72 $45 BO 53.240.D0 7 2575.525 PLANTING SOIL CY 115 $6000 56.90000 8 2575513 MULCH MATERIAL CY BD 545.00 S3.1!0O00 9 2575604 SOD BY 1430 $5.00 $7.150.BD SCHEDULE 3.0- LANDSCAPING -TOTAL Sw,m.W �' 7 7-/� Ipa- CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on August 8, 2019, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Consideration of a Site Plan Review Application for Construction of a Parking Lot to Serve Neighboring Facilities at 2970 Water Tower Place, Planning Case No. 2019-06 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 T. euwissen, Deputy C rk Su IS— and swm to befor me this day of V . 2019. Notary Public SCANNED JEAN M STECKLINC r rrom,y p,�pyo.Mpx,ea�.a <� W c,,,Mr�on � yn s7, 20?• 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 Information System (GIS) 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 §466.03, 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, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the user's access or use of data provided. 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 Information System (GIS) 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 §466.03, 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 arse out of the users access or use of data provided. aTAX NAME» ((TAX —ADD —Li)) «TAX_ADD_L2»,aTAX_ADD_L3» eNext Record» (JAX_NAME» «TAX_ADD_LU aTAX_ADD_L2»,«TAX_ADD_LU Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 20, 2019 at 7:00 P.M. This hearing may not start ' until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. To consider a Site Plan Review application for construction of a parking lot to serve neighboring facilities located at 2970 Proposal: Water Tower Place. Zoned Planned Unit Development PUD. Applicant/ Life Time Property Owner: Property 2970 Water Tower Place Location: A location map 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: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2019-06. If you wish to talk to someone about this project, please contact Bob Generous Questions & by email at baenerous(Mci.chanhassen.mmus or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested Party is invited to attend the meeting. • Stall prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. Al the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pan of the hearing process. The Commission will dose the Public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or muddy wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except remnings and land use amendments from residential to commercial/industrial. • Minnesota Stale Statute 519.99 requires all applications to he processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any Person wishing to follow an item through the process should check with the Planning Department regarding its status 81 scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested p0mon(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Councilr you wish to have something to be included in the report, please contact the Planning Staff person named on the notiHcetion. Date & Time: Tuesday, August 20, 2019 at 7:00 P.M. This hearing may not start ' until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. To consider a Site Plan Review application for construction of a parking lot to serve neighboring facilities located at 2970 Proposal: Water Tower Place. Zoned Planned Unit Development PUD. Applicant/ Life Time Property Owner: Property 2970 Water Tower Place Location: A location map 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: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the pro6ect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2019-06. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous(cDci chanhassen mn us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Pion Reviews. Conditional and Interim Uses, Wetlend Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 50) teat of the subject site to be notified of the application in wailing. Any interested party is invited to attend the meeting. • 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 recommendation. The item will he opened for the public to speak about the proposal as a pan of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or panty the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rozonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespa(sonlrepresentative Is encouraged to Provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hawing, the City Council does not, Minutes are taken and any correspondence regarding the application will be induced in the report to the City Council. "you wish to have something to be included in the report, lease contact the Planning Stall pension named on the notification. PIN TAX NAME 250750020 BOERGER BUILDING LLC 250780010 LTF REAL ESTATE COMPANY INC 254280010 LTF REAL ESTATE MP II LLC 250160310 REGENTS OF UNIV OF MINNESOTA 250740010 COEUR TERRA LLP 250750060 BALL RANCH CO LLC TAX _ ADD _L1 TAX_ADD_L2 TAX_ADD_L3 SHAPE.STArea() 2860 WATERTOWER PL CHANHASSEN MN 55317-8004 2860 WATER TOWER PL 2902 CORPORATE PL CHANHASSEN MN 55317-4560 2970 WATER TOWER PL 2902 CORPORATE PLACE CHANHASSEN MN 55317-4560 2901 CORPORATE PL 319 15TH AVE SE MINNEAPOLIS MN 55455-0199 6495 CITY WEST PKWY EDEN PRAIRIE MN 55344- 8085 CENTURY BLVD 6495 CITY WEST PKWY EDEN PRAIRIE MN 55344- 2885 WATER TOWER PL PC_ (9-CX, Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. CITY OF CHANHASSEN County of Carver ) CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized PLANNING CASE HEREBY GIVE 6 agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- NOe NOTICE Chanhassen BY GIVEN lager g and hafull knowledge of the facts herein stated as follows: that the Chanhassen Planningg Commission will hold a public hearing on Tuesday, August 20, (A) These newspapers have complied with the requirements constituting qualification as a legal 2019 at 7:00 p.m. in the Council newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Chambers in Chanhassen City amended. Hall, 7700 Market Blvd. The purpose of this hearing is to (B) The printed public notice that is attached to this Affidavit and identified as No. %% 3 consider a Site Plan Review was published on the date or dates and in the newspaper stated in the attached Notice and said application for construction i a Notice is hereby incorporated as of this Affidavit. Said notice was cut from the columns of parking lot to serve neighboring Y rW P facilities located at 2970 Water the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Tower Place and zoned Planned inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Unit Development (PUD). Owner/ and publication of the Notice: Applicant: Life Time. A plan showing the location abcdefghijklmnopgrstuvwxyz of the proposal is available for public review on the sr� i'V V"vli v web site at wwwci.chanhassen.en. mn.us/2019-06 or at City Hail during regular business hours. All interested persons are invited Laurie A. Harmiann to attend this public hearing and express their opinions with respect to this proposal. Subscribed and sworn before me on Bob Generous, AICP Email: bgenerous@ 'M ci.chanhaecen,mmus i' Phone: in the Chanhassen this day of 2019 (Published in the C, August a, Villager on Thursday, August s, 2019_ No. 4765) JYMME JEANNETTE BARK r� YtT�Wi NOTARY PUBLIC - MINNESOTA No bis MY COMMISSION EXPIRES 01i31123 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $13.62 per column inch SCANNED IUMM k ASSNATIS TAIL IIH N To: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 ❑ Shop Drawings ❑ Specifications LETTER OF TRANSMITTAL Date: September 11, 2019 Job No. 190037E Attn: Bob Generous Re: Life Time Parking We are sending you the following items: ® Attached ❑ Under Separate Cover ❑ Via ❑ Prints ® Plans ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Submittals El COPIES DATE NO. DESCRIPTION 2 Full Size Plans ❑ For Approval ❑ Reviewed as submitted ❑ Resubmit Copies for approval ® For Your Use ❑ Reviewed as noted ❑ Submit Copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Return Notice of Award ❑ For Review and Comment ❑ Prints Returned After Loan To Us ❑ ❑ For Bids Due Bob, Attached are two copies of the full size revised plans for the Life Time parking project. If you have any concerns or questions please contact me at (763) 780-0450 Ext 2. Thanks, Copies to: Signed: CITY OF CHMHASSEN RECEIVED SEP 12 2019 10062 Flanders Court NE, Blaine, MN 55449 — Ph: (763) 780-0450 — Fax: (763) 780-0452 CITY OF C HANHASSE N Chanhassen is a Community for ufe - Providing for Today and Planning for Tomorrow August 28, 2019 Justin Schmidt, P.E. Engineering Manager Life Timeg — Healthy Way of Life Real Estate & Development 2902 Corporate Place Chanhassen, MN 55317 Re: Life Time Parking Lot, Planning Case 2019-06 Dear Mr. Schmidt: This letter is to confirm that on August 26, 2019, the Chanhassen City Council approved the site plan for a 184-space parking lot expansion on Lot 1. Block 1. Arboretum Business Park 5th Addition, subject to the following conditions: Building 1. The addition of parking spaces requires additional accessible parking spaces be provided per the Minnesota Accessibility Code. The additional accessible spaces shall be distributed to locations at or near the accessible entrances of the four Life Time buildings noted on the plan. Engineering On sheet C1.00: Under the Governing Specification notes, reference the City of Chanhassen's Standard Specifications and Detail Plates. On sheet C2.00: Existing utilities illustrated on Water Tower Place do not match city records. The developer should request appropriate shape files and as-builts from the city to accurately depict existing locations of utilities for clarity (e.g. the fire hydrant located on the east comer of the driveway approach to 2932 Water Tower Place is not illustrated. draintile in the area is not illustrated, etc.). 3. On sheet C3.00: Field locate the existing sanitary sewer service stub and have the plans updated to the exact location; electrical wiring is not illustrated between lights to be removed, show all electrical wiring and call -out removals. Plans indicate the reuse and salvage of existing gravel; illustrate location of stockpiles either on sheet C3.00 and sheet C6.00. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 _uj t-1ARKE? Ku[v.A,U PC, 8--, 14-inANHASSEN MINNESOIA 553 Justin Schmidt Life Time Parking Lot August 28.2019 Page 2 4. On sheet C5.00: From the "Utilities Symbols", the existing and proposed storm manhole appear the same, adjust for clarity. From the "Utilities Symbols" there are multiple line types/symbols that are unused in the plan sheets, remove any unused line types for clarity, also add symbol for "light grey" pavement that is hatched within majority of work area: add ADA compliant tamps; storm structures (catch basins, storm manholes, etc.) that have inverts should be labeled with direction of invert (N, S, E, W) connection type (LN/OUT); illustrate locations of access pits for Stormtech system; RCP pipe from CB 6 to STMH 5 shall be 15" diameter: adjust symbol if storm infrastructure is called out as STMH as currently all STMH's are symbolized as proposed catch basins; show connection to outlet control structure and reference detail and/or sheet the detail is located on for clarity (STMH 7): reference city detail 45207 for driveway entrance off Water Tower Place; correct name to Water Tower Place; connection to existing STMH on southeast comer of site references "verify existing invert," applicant shall field verify and update plans accordingly; add note to abandon 6" PVC sanitary stub and to coordinate with Public Works g 952-227-1300 48-hours prior to commencement of work. 5. On sheet C6.00: Call out for rock construction entrance should also illustrate the entrance on plans; remove silt fence where rock construction entrance is located for proper ingress/egress: relocate silt fence on far east side to the edge of the extents of proposed grading (approximately 40' to the west), and not on existing impervious surface, adaptively manage with bio logs and other approved erosion control BMPs when tying in new and existing bituminous: show stockpile of salvaged gravel and methods for erosion and sediment control. remove call out for existing and proposed contour and add line types to symbols. 6. On sheet C8.00: The planting legend indicates areas where work would include "sod - disturbed areas', however no areas are proposed or illustrated to be sodded. update accordingly. 7. On sheet C10.00: Add applicable city details per updates required from Conditions 1-6. which includes, but are not limited to, driveway details, erosion control details, and storm pipe bedding details. 8. On sheet C13.00: Provide MPCA issued Construction Stormwater General Permit; update SWPPP to include every requirement listed under Sections 5.2-5.26 of the NPDES general permit. 9. On sheet E0.1: Light pole base detail does not provide dimensions of concrete base, rebar spacing, depths, etc., update accordingly; electrical conduit/wire is difficult to read on plans, enlarge text for clarity; provide legend; provide north arrow: Key Note 3 shall replace the word "abandon" with "remove"; Key Note 4 indicates "conductors to be removed locate conductors on plan. Justin Schmidt Life Time Parking Lot August 28, 2019 Page 3 10. Provide an updated stormwater report that indicates the property owner and their contact information along with the consultant engineer who produced the analysis and their contact information. 11. The stormwater report indicates that the underground system µill utilize bioflltration. Provide an update to the report that clarifies how biofiltration µill be achieved. Environmental Resources 1. All parking lot islands and peninsulas that contain a tree must have an inside width of 10 feet. Parking lot landscaped islands and peninsulas are required to have proper planting soil and irrigation. Planning The applicant shall enter into a Site Plan .Agreement and provide the security required by it prior to receiving a building permit. 2. A separate sign permit application. review and approval shall be required prior to site sign installation. Attached is a site plan agreement to be executed by LTF Real Estate Company. Inc. and returned to the city for execution and recording. Project security in the amount of $196.000.00 is required as part of the approval. These items must be submitted to the city prior to receiving approval to proceed. Please note that if there is a mortgage on the property. the mortgage holderµ ill have to consent to the project. If you have any questions or need additional information. please contact me at (952) 227-1131 or beenerous a ci.chanhasscn.nm.us. Sinc//� r C1 Robert Generous. AICP Senior Planner Enclosure ec: Kate Aanenson. Community Development Director Erik Henricksen. Engineer in Training Jill Sinclair. Environmental Resource Specialist g plan 2019 planning cans 19-06 It fa time pwktne addition sprappros al letter dix\ CITY OF CHANHASSEN SITE PLAN AGREEMENT #2019-06 LIFE TIME PARKING LOT SPECIAL PROVISIONS AGREEMENT dated .August 26. 2019. b} and between the CITY OF CHANHASSEN. a Minnesota municipal corporation. (the "City"). and LTF REAL ESTATE COMPANY, INC.. (the "Developer" t. 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 213 stall parking lot (referred to in this Agreement as the "project"). The land located in Caner Count%. Minnesota. is legally described as Lot 1. Block 1. Arboretum Business Park 5"' Addition. 2. Conditions of Site Plan .Approval. The Cite hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the N+ritten terms shall control. The plans are: Plan A - Site Plan prepared by Elfering & Associates, dated 7/17/19. Plan B - Grading. Drainage and Erosion Control Plans prepared by Elfering & Associates, dated 7'17/19. Plan C - Landscaping Plan prepared by Elfering & Associates. dated 6/14/19. Plan D - Stormtiater Infiltration Plans prepared by Elfering & Associates, dated 614/19. Plan E - Storm%Nater Pollution Prevention Plan prepared by Flfering & Associates. dated 717,19. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 30, 2019. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank. cash escrow, or equivalent ("security") for $196.000.00 (erosion control. landscaping and storm water infiltration). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping. then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing. and shall be either hand delivered to the Developer. its employees or agents. or mailed to the Developer by certified mail at the following address: Kari Broyles LTF Real Estate Company. Inc. 2902 Corporate Place Chanhassen. MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the Cit- by certified mail in care of the City Manager at the following address: Chanhassen Cin Hall. 7700 Market Boulevard. P.O. Box 147. Chanhassen. Minnesota 55317. Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for 21 )-stall parking lot subject to the following conditions: Building a. The addition of parking spaces requires additional accessible parking spaces be provided per the Minnesota Accessibility Code. The additional accessible spaces shall be distributed to locations at or near the accessible entrances of the four Life Time buildings noted on the plan. Engineering a. On sheet CL00: Under the Goyeming Specification notes, reference the City of Chanhassen's Standard Specifications and Detail Plates. b. On sheet C2.00: Existing utilities illustrated on Rater Tower Place do not match City records. The developer should request appropriate shape files and as-builts from the City to accurately depict existing locations of utilities for clarity (e.g, the fire hydrant located on the east comer of the driveway approach to 2932 Water Tower Place is not illustrated. draintile in the area is not illustrated, etc.). c. On sheet C3.00: Field locate the existing sanitan sewer service stub and have the plans updated to the exact location: electrical wiring is not illustrated between lights to be removed, show all electrical wiring and call -out remo%al: plans indicate the reuse and salvage of existing gravel, illustrate location of stockpiles either on sheet 0.00 and sheet C6.00. d. On sheet C5.00: From the "Utilities Symbols" the existing and proposed storm manhole appear the same. adjust for clarity: from the "Utilities Symbols" there are multiple line apes/symbols that are unused in the plan sheets. remove any unused line types for clarity. also add symbol for "light grey' pavement that is hatched within majority of work area: add ADA compliant ramps. storm structures (catch basins, storm manholes. etc.) that have inverts should be labeled with direction of imert (N. S. E. W) connection type (IN/OUT); illustrate locations of access pits for Stormtech system: RCP pipe from CB 6 to STMH 5 shall be 15" diameter: adjust symbol if storm infrastructure is called out as STMH as currently all STMH's are symbolized as proposed catch basins: show connection to outlet control structure and reference detail and or sheet the detail is located on for clarity (STMH 7): reference city detail #5207 for driveway entrance off Water Tower Place: correct name to Water Tower Place: connection to existing STMH on southeast comer of site references "verify existing invert:' applicant shall field verify and update plans accordingly: add note to abandon 6" PVC sanitary stub and to coordinate with Public Works r 952-227-1300 48-hours prior to commencement of work. e. On sheet C6.00: Call out for rock construction entrance should also illustrate the entrance on plans: remove silt fence where rock construction entrance is located for proper ingress/egress: relocate silt fence on far east side to the edge of the extents of proposed grading (approximately 40' to the west). and not on existing imperious surface. adaptively manage with bio logs and other approved erosion control BMPs when tying in new and existing bituminous: show stockpile of salvaged gravel and methods for erosion and sediment control: remove call out for existing and proposed contour and add line types to symbols. f. On sheet C8.00: The planting legend indicates areas where work would include ..sod - disturbed areas". however no areas are proposed or illustrated to be sodded. update accordingly. g. On sheet C10.00: Add applicable City details per updates required from Conditions 1-6. which includes, but are not limited to. driveway details, erosion control details, and storm pipe bedding details. h. On sheet C13.00: Provide MPCA issued Construction Stormvvater General Permit: update SWPPP to include every requirement listed under Sections 5.2-5.26 of the NPDES general permit. 3 i. On sheet E0.1: Light pole base detail does not provide dimensions of concrete base. rebar spacing. depths. etc.. update accordingly. electrical conduitwire is difficult to read on plans. enlarge test for clarity: provide legend; provide north arrow: Key Note 3 shall replace the word "abandon' with "remove'; Key Note 4 indicates "conductors to be removed". locate conductors on plan. j. Provide an updated stormµater report that indicates the property owner and their contact information along with the consultant engineer who produced the analysis and their contact information. k. The stormwater report indicates that the underground system will utilize biofiltration. Provide an update to the report that clarifies how biotltration will be achieved. Environmental Resources a. All parking lot islands and peninsulas that contain a tree must have an inside width of 10 feet. Parking lot landscaped islands and peninsulas are required to have proper planting soil and irrigation. Planning a. The applicant shall enter into a Site Plan Agreement and provide the security required by it prior to receiving a building permit. b. A separate sign permit application. review and approval shall be required prior to site sign installation. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts. each of which shall constitute one and the same instrument. CITY OF CHANHASSEN 33 AND: Elise RN an. Mayor Todd Gerhardt. City ?Manager 4 STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this —day of , 20 by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DEVELOPER: M STATE OF MINNESOTA ) (ss. COUNTY OF ) Kari L. Broyles - Vice President The foregoing instr went was acknowledged before me this _ day of 20_ by LTF Real Estate Company, Inc., a Minnesota Corporation NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen. MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. R ithin the site plan area, the Developer may not grade or otherwise disturb the earth. remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this site plan agreement has been full} executed by both parties and filed with the Citv Clerk. 2) the necessary security and fees have been received b} the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of Site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees. officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded. and before any building permits are issued. the erosion control plan. Plan B, shall be implemented, inspected, and approved b} the City. The City may impose additional erosion control requirements if the\ would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporar\ ground cover as rapidly as possible. All seeded areas shall be fertilized. mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the Cin. the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where. in the opinion of the City, there is no longer a need for erosion control. the Cin will authorize removal of the erosion control measures. 5. Clean Up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site. dirt and debris. including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees. grass, and sod required in the approved Landscaping Plan. Plan C. shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs. damages. or expenses which the City may pay or incur in consequence of such claims. including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit. including engineering and attome..s' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thin (30) days after receipt. If the bills are not paid on time. the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder. the City may. at its option. perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City. provided the Developer is first given notice of the work in default. not less than four (4) days in advance. This Contract is a license for the Cit-, to act. and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work. the City may. in addition to its other remedies. assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporal) job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject propem within thin (30) days following the issuance of a Certificate of Occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severabilin. If any portion. section. subsection. sentence. clause. paragraph, or phrase of this Agreement is for any reason held invalid. such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancv. Unless approved in writing by the City Engineer. no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been payed with a bituminous surface and the utilities tested and approved by the city. G. 1,Vai%ersArnendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding. amendments or waivers shall be in writing, signed by the parties and approved b% written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. 1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to even other right, power or remedy, express or implied. now or hereafter arising. available to City, at law or in equity, or under any other agreement, and each and even right, power and remedy herein set forth or otherwise so existing may he exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter an other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays. with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects. including but not limited to grading, utility installation and paving, requiring the use of head equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any yiolation'disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen: 2. State of Minnesota. its agencies, departments and commissions: 3. United States Army Corps of Engineers: 4. Watershed District: 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request. the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. E, N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify. defend. and hold harmless the City. its go%eming body members. officers. and employees from any claims or actions arising out of the presence. if any. of hazardous wastes or pollutants on the propem, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 10 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement (2019-06), agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION I1051= Application of Life Time for Site Plan approval for a 184 parking stall expansion.. On August 20, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Life Time for site plan approval for an off -site parking lot for the Life Time Campus. 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 Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is Lot 1, Block 1, Arboretum Business Park 5's Addition. 4. Site Plan Review: 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; Finding: The proposed development is in compliance with the elements and objectives of the city's development guides as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Finding: The site has been significantly altered by previous grading on the parcel. The proposed development is in keeping with the general appearance of the neighboring SC:�StAM developed areas. The parking lot will provide additional parking that is needed for the corporate campus. 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; Finding: The proposed development creates a harmonious relationship of parking and open space 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. Finding: The proposed parking lot has good vehicle circulation provides needed parking and creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. 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. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2019-06 dated August 20, 2019 prepared by Robert Generous, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the Site Plan for a Life Time parking lot subject to the recommended Conditions of Approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 20t' day of August 2019. CHANHASSEN PLANNING COMMISSION M COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CUMSEN Phone: (952) 227-11301 Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: July 22, 2019 August 8, 2019 July 19, 2019 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: August 20, 2019 at 7:00 p.m. August 26, 2019 at 7:00 p.m. September 17, 2019 Application: Consider a Site Plan Review for construction of a parking lot to serve neighboring facilities at 2970 Water Tower Place. Zoned Planned Unit DevelopmentPUD . PlanningCase: 2019-06 Web Pa e: www.ci.chanhassen.mn.us/2019-06 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Carver County WMO El Shorewood El Park Director ❑ Victoria ® Water Resources ❑ Lower MN River ❑ Minnehaha Creek ❑ Law Enforcement Adjacent Counties: ® Riley Creek -Purgatory -Bluff ❑ Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ Community Development ® Cable TV — Mediacom El Engineer School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ❑ Historical Society ® Electric— Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 El &Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ElBoard of Water & Soil Resources Authority ElMN Landscape Arboretum El Health El Historical Society ❑ SouthWest Transit El Natural Resources -Forestry El TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation r11 4 V-1-_ • 0 July 19, 2019 File: 190037E-0060 Mr. Bob Generous, AICP City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 RE: Life Time - Parking Addition Dear Mr. Generous: UfalK k �SSO(I�T�S TAU UUATA CITY OF CHA mssEtj RECEIVED JUL 19 2019 CWM ASSEN PLANNING DEPT As you are aware Life Time submitted an application and plans for construction of a parking lot at their site located at 2970 Water Tower Place and for additional parking at their complex off of Corporate Place. We are in receipt of your letter dated June 28, 2019 and have the following response: Provide a site plan and a table showing total parking within the entire Life Time campus. Also, provide a plan showing how the additional parking, including handicapped parking, will be distributed throughout the campus. New handicapped parking shall be differentiated from existing handicap parking to help locate it. Contact Eric Tessman, Building Official, at (952) 227-1199 or etessman(a)ci.chanhassen mn us if you have any questions. Plan Sheet C12.00 in the attached plan sheet provides an overview of the parking at the entire complex off of Corporate Place. Proposed handicap stall locations have been identified and a table of total parking provided. 2. Show No Parking areas and signage on the parking lot plan. Plan Sheet C5.00 indicates no parking areas and signage for the proposed parking lot at 2970 Water Tower Place. 3. Provide lot coverage calculations for the property. Landscaping requirements are a function of the vehicular use area. Plan Sheet C5.00 provides lot coverage calculations. 4. Provide a landscape plan. Plan Sheets C8.00 and C9.00 indicate the proposed landscaping. 5. Provide a lighting and photometric plan. A lighting and photometric plan are provided on Plan Sheets E0.1 and E0.2. 3CANNED 10062 Flanders Court NE, Blaine, MN 55449 - Ph: (763) 780-0450 - Fax: (763) 780-0452 F 6. Provide an ALTA survey for the existing conditions; ensure MnDOT right of way is shown. An Alta survey is provided as an attachment. 7. Traffic memo with analysis of the pre-existing/new conditions and any adverse impacts to the intersection of Century Boulevard and Water Tower Place. A traffic memo is being prepared and will be supplied as soon as completed. 8. On the removal plan, abandon the 6" PVC stub and show any other utilities that are stubbed to the property for potential abandonment. Plan Sheet C3.00 notes that the 6" PVC stub should be plugged at the manhole. No other utility stubs into the property are known. 9. Provide a cross-section of the parking lot pavement design Plan Sheet C10.00 provides pavement section details. 10. Provide stormwater management and erosion control plans and details per Sec. 19-140-19-146. Plan Sheets C6.00 and C7.00 contain erosion control plans. Details are noted on Sheet C10.00. 11. Provide a Stormwater Pollution Prevention Plan per NPDES permit requirements. A Stormwater Pollution Prevention Plan is provided on Sheet C13.00. If you have any questions regarding the attached information or need additional information please call me at (763) 780-0450 Ext. 2. Sincerely, Elfering & Associates Kristie Elfering, P.E. Attachments 10062 Flanders Court NE, Blaine, MN 55449 - Ph: (763) 780-0450 - Fax: (763) 780-0452 CITY OF CHANHASSEN • P O BOX 147 CHANHASSEN MN 55317 06/18/2019 1:31 PM Receipt No. 00411990 CLERK: AshleyM PAYEE: Elfering & Associates PLC 10062 Flanders Court NE Blaine MN 55449- Life Time Parking Addition Spr - PC 2019-06 ------------------------------------------------------- Site Plan Review 500.00 Recording Fees 50.00 GIS List 30.00 Total Cash Check 4791 Change ti1�,:.11Y17J 580.00 0.00 580.00 0.00 ILMIK k NONTIS TAR HUTA June 14, 2019 File: 190037E-0060 Mr. Bob Generous, AICP City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 RE: Life Time - Parking Addition Dear Mr. Generous: Life Time was operating an outdoor Alpha Training Facility at their site located at 2970 Water Tower Place. Due to space constraints with the construction of their new corporate facility off of neighboring Corporate Place they were facing a critical lack of parking. With limited options for on -street or neighboring parking they did construct a temporary gravel parking area at the Water Tower Place lot to meet the parking need. They understand that the construction of the gravel parking area should have had prior City and Watershed approval. In an effort to show that they are working diligently to receive those approvals we have attached an application for a site plan review of a formal parking lot on the site. The submittal documents are incomplete, but Life Time wanted to show a good faith effort to resolve the situation. A full submittal will be provided by the next deadline of July 51", 2019. If you have any comments based on the initial submittal please contact us so that we can incorporate any comments in the next submittal. If you have any questions regarding the attached information or need additional information please call me at (763) 780-0450 Ext. 2. Sincerely, Elfering & Associates Kristie Elfering, P.E. Attachments 3C. %NNETV 10062 Flanders Court NE, Blaine, MN 55449 — Ph: (763) 780-0450 — Fax: (763) 780-0452 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 APPLICATION FOOa rR DEVELOPMENT REVIEW q Submittal Date. 1A_ -1 PC Date 2 (� (I t— CC Date: r I 60-Day Review Date: 9I s I r Section• ••apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less ........................................ $300 [_1 Create over 3 lots.......................$600 + $15 per lot El Conditional Use Permit (CUP) ( lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots).................................. $300 ❑ All Others......................................................... $425 ❑ Consolidate Lots..............................................$150 El Interim Use Permit ([UP) ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 'Additional escrow may be required for other applications ❑ Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) ❑� Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative.................................................. $100 ElAll Others ....................................................... $275 ❑� Commercial/Industrial Districts` ...................... $500 ❑ Zoning Appeal $100 Plus $10 per 1,000 square feet of building area: ...................................................... ( thousand square feet) ❑ Zoning Ordinance Amendment (ZOA)................. $500 Include number of existing employees: Include number of new employees: ❑ Residential Districts ......................................... $500 NOTE: When multiple applications are processed concurrently, Plus $5 per dwelling unit ( units) the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑� Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address ( 10 addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document El Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: $580.00 Section 2: Required Information Description of Proposal: Construction of a parking lot to serve neighboring parcels Property Address or Location: _ Parcel #: 250780010 Legal Description: 2970 Water Tower Place Lot 1, Block 1 Arboretum Business Park 5th Addition Total Acreage: 2.68 Wetlands Present? ❑ Yes ® No Present Zoning: Planned Unit Development (PUD) Requested Zoning: Planned Unit Development (PUD) Present Land Use Designation: Commercial Requested Land Use Designation: Commercial Existing Use of Property: Alpha Field (Outdoor exercise space) ❑Check box if separate narrative is attached. ,_(-,,yNNEc_ Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, 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. If this application has not been signed by the property owner, 1 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 consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Address: City/State/Zip: Email: Signature: _ Contact: Phone: Cell: Fax: Date: PROPERTY OWNER: In signing this application, I, 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 and exhibits submitted are true and correct. Name: Life Time Contact: Justin Schmidt Address: 2902 Corporate Place Phone: (952)229-7862 CRY/State/Zip: Chanhassen, MN 55317 Cell: (605) 728-2905 Email: Schmidt@lt.life Fax: (952) 947-0797 Signature: _ Date: 6/14/19 This application mt9t be completed in full 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 and fees. 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. PROJECT ENGINEER (if applicable) Name: Elfering & Associates Contact: Kristie Elfering Address: 10062 Flanders Court NE Phone: (763) 780-0450 City/State/Zip: Blaine, MN 55449 Cell: (651) 295-9876 Email: kelfering@elfedngeng.com Fax: (763) 780-0452 Section 4: Notification Information Who should receive copies of staff reports? "Other Contact Information: 2 Property Owner Via: [a Email _ ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: Engineer Via: ❑+ Email ❑ Mailed Paper Copy City/State/Zip: 0 Other' Via: ❑ Email ❑ Mailed Paper Copy Email: IMIK k AssoaATIs TAUT MBATA To: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 ❑ Shop Drawings ❑ Specifications LETTER OF TRANSMITTAL Date: June 26, 2019 Job No. 190037E Attn: Bob Generous Re: Life Time Parking Lot We are sending you the following items: ® Attached ❑ Under Separate Cover ❑ Via ❑ Prints ❑ Plans ❑ Copy of Letter ❑ Change Order ❑ Samples ® Traffic Memo ❑ Submittals COPIES DATE NO. DESCRIPTION 1 Traffic Memo ❑ For Approval ❑ Reviewed as submitted ❑ Resubmit Copies for approval ® For Your Use ❑ Reviewed as noted ❑ Submit Copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Return Notice of Award ❑ For Review and Comment ❑ Prints Returned After Loan To Us ❑ ❑ For Bids Due Bob, Attached is a hard copy of the traffic memo for the Life Time project. If you have any concerns or questions please contact me at (763) 780-0450 Ext 2. Thanks, Copies to: Signed: CITY OF CHANHASSEN RECEIVED JUL 2 6 2019 CHANHASSEN PLANNING OR Trans.doc 10062 Flanders Court NE, Blaine, MN 55449 — Ph: (763) 780-0450 — Fax: (763) 780-0452 CITY OF CHANHASSEN 3 CONSULTING RECEIVED ENGINEERING TRAFFIC FORWARD JUL 26 2019 CHANHA%EN PLANNING DEFT Technical Memorandum To: Kristie Elfering, Elfering & Associates From: Max Moreland, P.E., P.T.O.E. Date: July 24, 2019 Re: Traffic Assessment — Chanhassen Life Time Parking Improvements Purpose of Report Life Time Fitness in Chanhassen, Minnesota is proposing to add additional vehicle parking to its campus located on the southeast corner of Arboretum Boulevard and Hazeltine Boulevard. Some of this additional parking will be located south of the Life Time Fitness and will be accessible off of Water Tower Place. This memorandum documents the traffic impacts due to these parking changes at the Century Boulevard/Water Tower Place intersection. An additional corporate office building will also be added to the site. This memorandum does not address the traffic impacts of that development. Conclusions The traffic impacts of the proposed development were studied, and the principal findings and recommendations are: • The parking changes for this site will route approximately 70 additional vehicles through the Century Boulevard/Water Tower Place intersection in the a.m. peak hour and approximately 140 additional vehicles in the p.m. peak hour. • Queues on eastbound Water Tower Place at the stop at Century Boulevard are anticipated to grow but will remain at acceptable lengths. • The sidewalk on the north side of the parking lot leading to the stairs should be extended to the western edge of the parking lot. • Mark a crosswalk from the landing at the top of the stairs to the sidewalk around the main fitness building. Proposed Parking Changes Life Time will be adding parking to both the main parking area accessible from Corporate Place as well as the southern parking area accessible from Water Tower Place. Focusing on this southern area, the parking capacity will increase from the existing 126 spaces to 300 spaces; an addition of 174 parking spaces. This parking area at 2932 Water Tower Place will be utilized by the building at that location, owned by Life Time, as well as the greater Life Time campus. A site plan is attached showing the layout of this parking area. One SE Main St #204, Minneapolis, MN 55414 0 888.232.5512 0 www.SpackConsulting.com J Spack Consulting 2 of 4 Chanhassen Life Time Parking Improvements Traffic Volumes Intersection video was collected at the study intersection of Century Boulevard/Water Tower Place under normal weekday conditions in June 2019. Using this video, a 48-hour turning movement count was obtained at the study intersection. The data from the two days was averaged to provide the base traffic for a "typical weekday'. The average a.m. and p.m. peak hours were found to be from 7:30 to 8:30 a.m. and 4:30 to 5:30 p.m. The turning movement count data from the counts is contained in fifteen -minute intervals in the Appendix. Based on the "typical weekday" turning movement volumes, the current daily traffic volumes on each study corridor are: i. 5,500 vehicles per day on Century Boulevard, north of Water Tower Place ii. 4,900 vehicles per day on Century Boulevard, south of Water Tower Place iii. 2,200 vehicles per day on Water Tower Place Trip Generation To determine how many vehicles may be using the parking area off of Water Tower Place and therefore traveling through the Century Boulevard/Water Tower Place intersection, proportional estimates can be made based on the total traffic for the site. With the new layout of the site, there will be 857 parking spaces available for the Life Time Fitness building. Additional parking is available for the office spaces, but those are not factored in for the sake of this analysis. The parking area off of Water Tower Place will include 300 spaces, which is equivalent to 35%of the total parking for the fitness center. The current fitness center contains 604 total parking spaces with 126 spaces, or 21%, located in the Water Tower Place lot. With an additional 14% of the total parking being moved to the Water Tower Place lot, it can be assumed that an additional 14% of total site trips will be relocated to that lot going through the Century Boulevard/Water Tower Place intersection. This is a conservative estimate assuming full utilization of this parking area. If the main northern parking area is not full, less traffic will likely divert to this southern lot putting less traffic through the study intersection. The traffic demand forthe fitness center is estimated based on the data and methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 101 Edition. The ITE Trip Generation Manual is a compilation of traffic data for various land uses from existing developments throughout the United States. Table 1 presents thetrip generation for the fitness center based on the square footage of the fitness center building plus the square footage of the building at 2932 Water Tower Place. The amount of new traffic added to the Century Boulevard/Water Tower Place intersection, 14% of the total traffic, is also shown in Table 1. Table 1— Fitness Center Trip Generation DescriptionITE Land Use Code (size) Enter Exit Enter Exit 493 Athletic Club (157,000 feet') 303 193 612 375 14% of Total 42 27 86 53 One SE Main St #204, Minneapolis, MN 55414 0 888.232.5512 • www.SpackConsulting.com Spack Consulting 3 of 4 Chanhassen Life Time Parking Improvements A trip distribution pattern was developed for the added traffic going to and from the Water Tower Place parking area. This pattern is based on the existing traffic volumes at the study intersection and was found to be: i. 65% of the generated traffic to/from the north on Century Boulevard. ii. 35% percent of the generated traffic to/from the south on Boulevard. Traffic forecasted to be added to the Water Tower Place lot was assigned to the area roadways per this distribution pattern. Intersection Vehicular Analysis Capacity analyses are performed for the study intersection to determine if it performs poorly during peak periods and needs improvements such as turn lanes or an upgrade in traffic control. The existing and forecasted turning movement volumes along with the existing intersection configuration and traffic control were used in this analysis. The calculations were done in accordance with the Highway Capacity Manual, 6th Edition using the Vistro software package. The full calculations for each study scenario, including Level of Service (LOS) grades, delays and queue lengths, are included in the Appendix. Chart 1 shows the 95th percentile queue lengths on the eastbound stop sign controlled approach at the study intersection. Average delays are not shown for intersections with side street stop sign control because the vast majority of vehicles going through the intersection are on the main roadway and have zero delay, which leads to low overall average delays. At side street stop sign controlled approaches to busy roadways, the average delay for all the vehicles on the approach often exceeds 60 seconds. This can be the case for a few vehicles waiting at the stop sign where improvements would not be justified for the low traffic volume. Based on our experience, improvements are not warranted at these types of intersections until the 9511 percentile queue at a stop sign is at least five vehicles. More often than not, mitigation can wait until these queues are over ten vehicles. Chart 1— Peak Hour Queues: Century Boulevard/Water Tower Place 6 U 3 v c u 2 N a Y 1 0 • EB Water Tower PI at Century Blvd iiiiiiiiiiiiiiiiiiiiiiiiAMExisting iiiiiiiiiiiiiiiiiiiiiiiAMBuild � PM Existing iiiiiiiiiiiiiiiiiiiiiiiPIVIBuild - - - Queue = 5 One SE Main St #204, Minneapolis, MN 55414 0 888.232.5512 0 www.SpackConsulting.com Spack Consulting 4 of 4 Chanhassen Life Time Parking Improvements As shown in Chart 1, the queues on Water Tower Place are anticipated to grow with this parking layout change but remain within a reasonable queueing range. No intersection modifications would be needed due to this traffic adjustment. Site Plan Review The concept site plan contained in the Appendix was reviewed to determine if the plan provides appropriate circulation and minimizes conflicts. Following are key transportation elements of the concept site plan: • Car Circulation: Two access points will be provided on Water Tower Place. Turnaround points are provided as needed throughout the lot. • Truck Circulation: Trash/recycling pickup in this lot is located in the northeast corner. It is recommended that any trash or truck deliveries/pick-ups be scheduled outside of peak periods (7-9 A.M. and 4-6 P.M.) to minimize truck and passenger vehicle interactions. • Pedestrian/Bicycle Circulation: With the destination of many of the vehicles parking in this lot being located in the main northern lot, there will be a significant number of pedestrians walking to/from the stairs on the northern portion of this lot. It is recommended that the sidewalk leading to the stairs be extended to the west end of the lot along the north side. Once pedestrians reach the top of the stairs, it is recommended that a crosswalk be marked from the landing at the top of the stairs to the sidewalk around the main fitness building. A wayfinding sign leading visitors to the main entrance of the Fitness building or the office buildings may be beneficial. Appendix A. Site Plan B. Traffic Counts C. Capacity Analysis Backup One SE Main St #204, Minneapolis, MN 55414 0 888.232.5512 0 www.SpackConsulting.com A -Site-Ran- — UrMMW SYYBOL9 Nk - s Chanhassen Life Time Traffic Assessment Al _- 998.52 _-- Spack Consulting Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Tuesday, June 18,2019 southbaund Watbouid Northbound Eastbound Qmury BNd Century BNd Water Tower 0l TOTAL Straight Right Beds/ Straight Right 0eds/ Straight Right Bads/ Straight Right Irthi Time UTums leN Turns Through Turns Bicycler UTurm Lart Turns Through Turns Bicygies UT..LeNTWns Through turn B14yrles UTums Lelt Tums Through Turm fileyeln 12:OOAM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 12.15 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 1:30AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 5 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 Hourly Total 0 0 5 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 13 2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5 2:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 3 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 6 3:00AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 B 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 3:45 AM 0 0 2 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 4 Hourly Total 0 0 6 0 0 0 0 0 0 0 0 1 8 0 0 0 0 0 0 0 13 4:OOAM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 5 415AM 0 0 2 0 0 0 0 0 0 0 0 1 2 0 0 0 1 0 0 0 6 4:30AM 0 0 2 1 0 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 11 4:45AM 0 0 4 2 0 0 0 0 0 0 0 5 9 0 0 0 0 0 0 0 20 Hourly Total 0 0 8 3 0 0 0 0 0 0 0 6 V 0 0 0 3 0 0 0 u 5:00 AM 0 0 4 7 0 0 0 0 0 0 0 11 12 0 0 0 0 0 0 0 34 515 AM 0 0 3 3 0 0 0 0 0 0 0 1 20 0 0 0 1 0 0 0 28 5:30 AM 0 0 11 1 0 0 0 0 0 0 0 1 18 0 0 0 0 0 1 0 30 5:45 AM 0 0 16 5 0 0 0 0 0 0 0 5 15 0 0 0 0 0 1 0 42 HOWlyTotal 0 0 34 16 0 0 0 0 0 0 0 1B 83 0 0 0 1 0 2 0 134 6:00 AM 0 0 13 6 0 0 0 0 0 0 0 3 15 0 0 0 8 0 2 0 47 6:15 AM 0 0 21 3 0 0 0 0 0 0 0 3 9 0 0 0 3 0 8 0 47 6:30 AM 0 0 1B 15 0 0 0 0 0 0 0 10 21 0 0 0 6 0 2 0 72 6AS AM 0 0 32 10 0 0 0 0 0 0 0 10 21 0 0 0 1 0 1 0 75 Hourly Total 0 0 04 3d 0 0 0 0 0 0 0 26 86 0 0 0 18 0 13 0 241 TOO AM 0 0 37 26 0 0 0 0 0 0 0 11 1B 0 0 0 7 0 5 1 104 7:15 AM 0 0 33 19 0 0 0 0 0 0 0 9 37 0 0 0 4 0 0 0 102 7:30 AM 0 0 38 20 0 0 0 0 0 0 0 17 37 0 0 0 5 0 2 0 1D 7:45 AM 0 0 28 12 0 0 0 0 0 2 0 18 48 0 0 0 B 0 3 0 117 HourlyTotal 0 0 138 T 0 0 0 0 0 2 0 55 140 0 0 0 24 0 10 1 N3 Chanhassen Life Time Traffic Assessment B1 Speck Consulting Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Tuesday, June 18, 2019 Southhound Westlyound NorthWund eastbound Centuryskd - Unturyow Water Turner TOTAL SereleM stem PMs/ Straight slsM Peds/ Stra1eM HIM Peds/ Straight 916ht Pods/ Time UTurm loft Turns Through Turns slayaks UTums leNTurns Through Turns BkySNs UTums LeNTurns Though Turns skyoles UTums Leh Turns Through Turns 9kyalas 8:00 AM 0 0 59 28 0 0 0 0 0 0 0 25 29 0 0 0 1 0 1 0 143 8: 15 AM 0 0 31 37 0 0 0 0 0 0 0 18 37 0 0 0 3 0 5 0 131 830AM 0 0 25 27 0 0 0 0 0 0 0 8 26 0 0 0 5 0 2 0 93 SASAM 0 0 31 21 0 0 0 0 0 0 0 26 H 0 0 0 5 0 5 0 132 Hourly Total 0 0 146 113 0 0 0 0 0 0 0 TT 136 0 0 D 14 0 13 0 499 9:WAM 0 0 39 35 0 0 0 0 0 0 0 12 30 0 0 0 11 0 6 0 133 9:15 AM 0 0 18 31 0 0 0 0 0 0 0 13 33 0 0 0 6 0 3 0 106 9:30 AM 0 0 33 20 0 0 0 0 0 D 0 4 21 0 0 0 T 0 4 0 89 9:45 AM 0 0 13 15 1 0 0 0 0 0 0 T 21 0 0 0 4 0 3 1 63 HourNTotal 0 0 103 101 1 0 0 0 0 0 0 36 105 0 0 0 30 0 16 1 391 ID:WAM 0 0 27 13 0 0 0 0 0 0 0 3 14 0 0 0 9 0 3 0 89 10:15 AM 0 0 15 6 0 0 0 0 0 0 0 3 13 0 1 0 11 0 4 0 52 10:30AM 0 0 25 9 0 0 0 0 0 0 0 T 25 D 3 0 12 0 5 2 63 10AS AM 0 0 28 17 0 0 0 0 0 0 0 6 42 0 0 0 9 0 2 0 104 Hourly Total 0 0 95 45 0 0 0 0 0 0 0 19 91 0 4 0 41 0 14 2 308 11 WAM 0 0 38 12 0 0 0 0 0 0 0 3 39 0 2 0 19 0 5 2 116 11 15 AM 0 0 33 10 0 0 0 0 0 0 D T 58 0 0 0 18 0 9 0 131 11:3DAM 0 0 46 13 0 0 0 0 0 0 0 10 57 0 3 0 14 0 9 0 161 11:45 AM 0 0 37 12 0 0 0 0 0 0 0 6 47 0 5 0 22 0 13 3 137 Hourly Total 0 0 156 47 0 0 0 0 0 0 0 26 199 0 10 0 71 0 36 5 535 12:00 PM 0 0 58 8 0 0 0 0 0 0 0 5 58 0 2 0 26 0 13 0 168 12:15 PM 0 0 58 18 0 0 0 0 0 0 0 9 43 0 2 0 19 0 T 2 152 12:30 PM 0 0 54 13 0 0 0 0 0 0 0 T 32 0 2 0 10 0 9 1 125 12:45 PM 0 0 37 26 0 0 0 0 0 0 0 14 35 0 1 0 11 0 5 0 128 Hourly Total 0 0 "IF 63 0 0 0 0 0 0 0 35 168 0 T 0 86 0 3r 3 5 33 1:D0 PM 0 0 49 18 0 0 0 0 0 0 0 2 38 0 3 0 17 0 T 0 131 115 PM 0 0 36 14 0 0 0 0 0 1 0 5 20 0 4 0 14 0 3 0 92 1:30 PM 0 0 27 19 0 0 0 0 0 0 0 T 30 0 0 0 18 0 5 0 104 1:45 PM 0 0 18 13 0 0 0 0 0 0 0 3 25 0 2 0 14 0 e 0 79 Hourly Total 0 0 130 BI 0 0 0 0 0 1 0 iT 113 0 9 0 63 0 21 0 as 2:W PM 0 0 21 6 0 0 0 0 0 0 0 2 22 0 0 0 18 0 2 0 71 2:15 PM 0 D 48 11 0 0 0 0 0 0 0 2 25 0 2 0 6 0 4 0 9s 2:30 PM 0 0 21 8 0 0 0 0 0 0 0 1 25 0 5 0 18 0 9 1 82 2AS PM 0 0 27 11 0 0 0 0 0 0 0 4 34 0 3 0 15 0 6 1 97 Hourly Total 0 0 M 36 0 0 0 0 0 0 0 9 106 0 10 0 57 0 21 2 me 3:00 PM 0 0 35 T 0 0 0 0 0 0 0 4 51 0 0 a 20 0 10 0 127 3:15 PM 0 0 34 T 0 0 0 0 0 0 0 4 28 0 0 0 16 0 9 2 98 3:30 PM 0 0 34 4 0 0 0 0 0 0 0 T 39 0 0 0 10 0 15 1 109 3:45 PM 0 0 43 4 0 0 0 0 0 0 D 5 25 0 0 0 16 0 14 1 107 Hourly Total 0 0 168 22 0 0 0 0 0 0 0 20 141 0 0 0 62 0 48 4 no Chanhassen Life Time Traffic Assessment B2 Spack Consulting Appendix B - Traffic Counts Century Blvd & Water Tower Pf Chanhassen MN Tuesday, June 18,2O19 Southbound Westbound North0ourot Eastbound Eenturyew - Century 0hd Witter ToveerM TOTAL Straight Right Peds/ Straight Right Peds/ straight Right Peds/ Straight Right Peels/ Tine UTurm lak Turns Through Turin Blryrbs UTurm Lek Turns Through Turin okydes UTums Lek Turns Through Turin ilkwito UTums leR Turin Through TOma sklvin 4:00 PM 0 0 49 5 0 0 0 0 0 0 0 6 45 0 2 0 31 0 16 0 152 4:15 PM 0 0 43 4 0 0 0 0 0 0 0 4 50 0 1 0 25 0 17 0 143 4:30 PM 0 0 41 7 0 0 0 0 0 0 0 2 76 0 2 0 M 0 21 0 166 4:45 PM 0 0 59 7 0 0 0 0 0 0 0 4 59 0 1 0 27 0 17 0 173 Hourly Total 0 0 195 23 0 0 0 0 a 0 0 16 230 0 6 0 119 0 71 0 am S:WPM 0 0 82 5 a 0 0 0 0 0 a 1 67 0 0 0 38 0 24 0 217 5:15 PM 0 0 79 2 0 0 0 0 0 0 0 1 39 0 2 0 18 0 8 2 147 5:30 PM 0 0 45 3 0 0 0 0 0 0 a 1 38 0 0 0 20 0 7 0 114 5:45 PM 0 a 37 1 0 0 0 0 0 0 0 3 31 0 0 0 a 0 5 0 05 Hourly Trial 0 a 243 11 0 0 0 0 0 0 0 0 175 0 2 0 M 0 N 2 563 6:a0 PM 0 0 57 1 0 0 0 0 0 0 0 1 26 0 0 0 13 0 5 1 103 6:15 PM 0 0 M 3 0 a 0 0 0 0 0 2 27 0 1 0 8 0 3 a 63 6:30 PM 0 0 32 6 0 0 0 0 0 0 0 4 13 0 1 0 5 0 3 0 63 645PM 0 0 21 3 0 0 0 0 0 0 0 2 10 0 0 0 8 0 7 0 51 Hourly Total 0 0 130 13 0 0 0 0 0 0 0 9 76 0 2 0 34 0 18 1 280 7:00PM 0 0 24 1 0 0 0 0 0 0 0 1 20 0 0 0 6 0 6 0 50 7:15 PM 0 0 18 0 0 0 0 0 0 0 a 3 18 0 0 0 3 0 1 1 q 7:30 PM 0 0 16 2 0 0 0 0 0 0 0 0 7 0 0 0 0 0 4 0 M 7:45 PM 0 0 15 1 0 0 0 0 0 0 0 0 12 a 0 0 2 0 3 0 33 Hourly Total 0 0 73 4 0 0 0 0 0 0 0 4 57 0 0 0 11 0 14 1 163 am PM 0 0 17 1 0 0 0 0 0 0 0 0 21 0 0 0 2 0 1 0 42 8:15 PM 0 0 23 1 0 0 0 0 0 0 0 0 6 0 0 0 2 0 0 0 M 9:30 PM 0 0 24 0 a 0 0 0 0 0 a 0 7 0 0 0 1 0 0 0 32 8:45 PM 0 0 15 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 M Hourly Total a 0 79 2 0 0 0 0 0 0 0 a 45 0 0 0 5 0 1 0 132 9:00 PM 0 0 10 1 0 0 0 0 0 0 0 0 e 0 a 0 0 0 0 0 19 9:15 PM 0 0 5 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 13 9:30 PM 0 0 7 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 16 9A5 PM 0 0 5 1 0 0 0 0 0 0 0 0 9 0 0 0 0 0 1 0 10 Hourly Total 0 0 27 2 0 0 0 0 0 0 0 0 M 0 0 0 1 0 1 0 84 10:00PM 0 a 8 0 0 0 0 a 0 0 0 0 5 0 0 0 0 0 0 0 13 10:15 PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6 30:30 PM 0 0 6 0 0 0 0 a 0 0 0 0 7 0 0 0 0 0 0 0 13 to 45 PM 0 0 1 0 0 0 0 0 0 0 a 0 1 0 0 0 0 0 0 0 2 Hourly Taal 0 0 19 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 34 11:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 6 11:15 PM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 a 1130 PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 a 11:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 4 Hourly Total 0 0 14 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 22 DAILY TOTAL a 0 2157 476 1 0 0 0 0 3 0 MO 2015 0 in 704 0 37T 22 6308 Can 0 0 2114 656 1 0 0 a 0 0 0 M6 1986 0 50 0 05 0 361 18 $160 (Navy VahiCNa 0 0 43 M 0 0 0 0 0 3 0 14 29 0 0 a 19 0 18 4 141 Haavy VehkN% 0.00% 0.00% 1.99% 2.98% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% a.00% 3.68% 1.44% 0.00% 0.00% 0.00% 2.70% 0.00% 4.24% 18.18% 2.23% Chanhassen Life Time Traffic Assessment B3 Spack Consulting Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Tuesday, June 18, 2019 AM Peak Hour SouMbound Westbound Northbound Eastbound VEHICLE Straight R12ht Pads/ Strakht Right Peas/ Straight Right Pad./ Straight Right Pads/ TOTAL Time UTums Mill Through Turns Ill UTums INN Turns Through Turns el"Ies UTurns Left Turns Through Tums Bicycles UTums Lafl Tums Through Turns 6lcydes 1100 AM 0 0 38 12 0 0 0 0 0 0 0 3 39 0 2 0 19 0 5 2 116 1115AM 0 0 33 10 0 0 0 0 0 0 0 T M 0 0 0 16 0 9 D 131 11 30 AM 0 0 48 13 0 0 0 0 0 0 0 10 57 0 3 0 14 0 9 0 151 11:45 AM 0 0 37 12 0 0 0 0 0 0 0 6 47 0 5 0 22 0 13 3 137 Peak Hour Tokl 0 0 158 47 0 0 0 0 0 0 0 26 199 0 10 0 71 0 M 5 505 PHF 0.000 0.000 0.813 0.904 0.000 D.D00 0.000 0.000 0.000 0.000 0.000 0.650 0.873 om 0.500 0.000 D.807 0.000 0.692 0.41T 0.166 Heavy VMM.le% am% 0.00% 3.21% 6.38% 0.00% 0.00% 0.00% D.00% 0.00% 0.00% 0.D0% 7.69% 2.51% 0.00% am% 0.00% 5.63% 0.00% 8.33% 0.00% 4.11% PM Peek Hour Southbound Wootbound NorthbouM Eastbound VEHICLE Time UTums Leh Turn Staight Right Peds/ UTums Leh Turns Straight Right Psds/ UT.. Loft Turns Straight Right pins/ UTums Left Turns Straight Right Pads/ TOTAL Through Turns elcycks Through Turns ilky s s Through Turm akyWs Through Turns eicydes 4:30 PM 0 0 40 T 0 0 0 0 0 0 0 2 76 0 2 0 M 0 21 0 less 4:45 PM 0 0 59 T 0 0 0 0 0 0 0 4 59 0 1 0 27 0 17 0 173 5:W PM 0 0 82 5 0 0 0 0 0 0 0 1 67 0 0 0 M 0 24 0 217 5:15 PM 0 0 79 2 0 0 0 0 0 0 0 1 39 0 2 0 16 0 8 2 147 Peak Hour Total 0 0 264 21 0 0 0 0 0 0 0 8 241 0 5 0 119 0 70 2 723 PHF 0.000 0.000 0.805 0150 0.000 0.000 TWO 0.000 00D0 0.000 0.000 0.500 0.293 0000 0.625 0.D00 0.T83 om O.T29 0.250 0.833 HeaWVahble% ON% 0.00% 1A4% 4.78% 0.D0% 0.00% am% 0.00% 0.00% 0.00% 0.00% 0.00% 0.41% 0.W% 0.W% 0.00% ow% 0.00% 0.00% 0.00% 0.09% Total Vehicles On Leg 1552 VMklae EntMrlg 2633 Inbraackon Intanec8an Vahkba Exaing 2719 9aI96swte Cant I 658 1 2114 0 i 0 1 A I 4] it 0 1 0 1 0 Talal I we I 21•r 1 • 1 • 1 1 Co. II.. Tw eV Vehlo 16 4 22 Era , Total Imeo s- 0 0 Vahlcle. on Lag 1081 q 685 19 TM 2137 a VMkbs w 0 0 Emba Inlereeclbn 1056 361 16 OTT .+ a 1* a*,to *4 *Mg/ ,j O.IIV Volumes, r y j4 ,f * A «% t & Crs 50 0 366 1988 0 0 0 14 29 0 THEE I M • 1 380 2015 9 Northbound VaNtlw ErYM1y Inlersectlon Mile VeMclae Exillrq MlarsMkn 25U Total Vahkiea On Lag 4929 Case VMbbs Eu 9 0 Inca c 0 Total VMklas 0 S on Leg 0 M3: 0 alyaar 0 Eatina INe,vedm 0 0 Chanhassen Life Time Traffic Assessment B4 Spack Consulting O a U d U o 0 C-' w 0 N 3 � U Q Q Q r e o 0 o e e o 0 0 0 0 0 0 0 D o e 0 0 0 $ E ..... ..... o .... 0 0 0 ..... ... n m- e ry _ F S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 9 3 8 o 0 0 0 0 0 0 0 0 0 0 0 0 .. e o e e e e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E,o 0 0 0 0 0 0 0 0 0 0 0 0 0 o e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 3000 000 00000 000 OCO00 00000 00000 00 00000 m r 8 t� n -0 -0e rvry rv0ry nm �rvl=`�` m rv�BR� 2 S . o 0 0 0 0 0 0 o . o o_ e 0 e n a o E ...0 0 ..... ..... 0 0 0 0 0 o . o e ..... ..... 0 0 0 m 0 0 0 o a o 0 0 0 0 oao 0 0 0 0 o e o 0 0 0 aF o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o e o g..... ..... e e o 0 ..... ..... ..... ..... ..... mE 3 o 0 0 0 0 0 0 0 0 0 o D o e o 0 o e o 0 0 0 0 0 0 E 0 0 0 0 0 0 0 0 0 0 0 0 0 o e e o 0 0 0 0 0 0 0 0 o e dy ... ae 00 ..... 00 0- ... -0... ..... F a o 0 0 0 0 0 0 0 o e o 0 0 0 o.. m ' v ar���e_ rvrv__m rv_e rvn_ rvry _ mat rvrvr�re «n�.� e e e. e e o 0 0 D o e o o e . o c e e e o 0 0 0 0 0 0 0 E o 0 0 0 0 0 0 o . o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. a a a a F F F F F F F F F e F F F F o F F F F e F F F F o F F F a E F F F F E F er r 8ti nr 8N nr 8„ mr 8» .ter 8� ea 8ti er 8� Nr N m Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Wednesday, June 19, 2019 Southbound Westbound Northbound E.Abound Unduly BMd - Unduly that Water Tower PI TOTAL Straight RIBM Ped./ Straight RIBht Pads/ Straight R4M Peels/ Straight Right Pads/ Time UTums left Tums Through Turn. Bleyeles UTmn. left Turns Through Turns Bicycler UTums LeftTurns Through Turns Busegs UTums left Turns Through Turns Blesele, 8:00 AM 0 0 M 37 0 0 0 0 0 0 0 14 42 0 0 0 9 0 9 0 145 9:15 AM 0 0 32 26 0 0 0 0 0 0 0 11 30 0 0 0 0 0 3 0 110 8:30 AM 0 0 24 44 0 0 0 0 0 0 0 19 41 0 0 0 3 0 3 0 IM 845 AM 0 0 37 35 0 0 0 0 0 0 0 19 46 0 0 0 6 0 3 0 140 Hourly Total 0 0 127 142 0 0 0 0 0 0 0 83 161 0 0 0 26 0 10 0 537 9:WAM 0 0 30 39 0 0 0 0 0 0 0 23 36 0 0 0 10 0 12 0 150 9:15 AM 0 0 24 24 0 0 0 0 0 0 0 8 39 0 0 0 6 0 6 0 100 9:30 AM 0 0 27 11 0 0 0 0 0 0 0 9 25 0 0 0 13 0 1 0 00 9:45 AM 0 0 21 11 0 0 0 0 0 0 0 9 25 0 0 0 5 0 5 1 76 Hoorly Total 0 0 102 a5 0 0 0 0 0 0 0 49 124 0 0 0 M 0 24 1 418 10AOAM 0 0 U 8 0 0 0 0 0 1 0 7 15 0 0 0 2 0 5 0 75 10:15 AM a 0 24 18 0 0 0 0 0 0 0 6 33 0 2 0 14 0 8 2 103 1030AM 0 0 24 9 0 0 0 0 0 0 0 4 24 0 0 0 10 0 10 16 01 10:45 AM 0 0 21 9 0 0 0 0 0 0 0 5 38 0 5 0 11 0 8 0 92 Hourly Total 0 0 107 N 0 0 0 0 0 1 0 22 110 0 7 0 37 0 31 18 351 11:WAM 0 0 41 2 0 0 0 0 0 0 0 4 38 0 2 0 16 0 2 0 101 11:15AM 0 0 37 15 0 0 0 0 0 1 0 6 36 0 0 0 15 0 5 0 115 11:MAM 0 0 40 8 0 0 0 0 0 0 0 4 39 0 3 0 23 0 17 1 131 11:45AM 0 0 53 14 0 0 0 0 0 0 0 7 54 0 3 0 11 0 12 0 151 Hourly Total 0 0 171 40 0 0 0 0 0 1 0 21 165 0 8 0 85 0 36 1 498 12:00 PM 0 0 49 10 0 0 0 0 0 0 1 7 57 0 4 0 20 0 6 0 150 12:15 PM 0 0 45 18 0 0 0 0 0 0 0 12 33 0 2 0 20 0 9 1 137 12:30 PM 0 0 50 12 2 0 0 0 0 0 0 9 35 0 1 0 16 0 3 0 125 12:45 PM 0 0 38 25 0 0 0 0 0 0 0 15 42 0 1 0 13 0 9 0 142 Hourly Total 8 0 182 65 2 0 0 0 0 0 1 43 167 0 8 0 69 0 27 1 534 1:00 PM 0 0 44 17 0 0 0 0 0 0 0 4 30 0 3 0 16 0 5 0 116 1: 15 PM 0 0 47 19 0 0 0 0 0 0 0 8 M 0 2 0 10 0 4 1 120 130 PM 0 0 27 17 0 0 0 0 0 0 0 2 29 0 0 0 13 0 9 0 97 1:45 PM 0 0 29 16 0 0 0 0 0 0 0 8 30 0 3 0 13 0 3 0 9B HourlyTotal 0 0 147 89 0 0 0 0 0 0 0 20 123 0 8 0 52 0 21 1 432 2:WPM 0 0 39 8 0 0 0 0 0 0 0 4 20 0 2 0 10 0 10 0 91 2: 15 PM 0 0 38 a 0 0 0 0 0 0 0 5 25 0 4 0 17 0 5 2 90 2:30 PM 0 0 32 8 0 0 0 0 0 0 0 9 31 0 0 0 16 0 13 0 107 2:45 PM 0 0 28 5 0 0 0 0 0 0 0 2 20 0 1 0 16 0 12 0 83 Hourly Total 0 0 137 27 0 0 0 0 0 0 0 20 98 0 7 0 59 0 40 2 379 3:00 PM 0 0 30 9 0 0 0 0 0 0 0 9 50 0 1 0 16 0 9 0 123 3:15 PM 0 0 33 6 0 0 0 0 0 0 0 5 31 0 0 0 18 0 11 0 104 3:30 PM 0 0 20 5 0 0 0 0 0 0 0 6 41 0 0 0 17 0 13 0 102 3:45 PM 0 0 41 6 0 0 0 0 0 0 0 6 26 0 0 0 15 0 9 0 107 Hourly Total 0 0 124 20 0 0 0 0 0 6 0 28 150 0 1 0 410 42 0 434 Chanhassen Life Time Traffic Assessment B6 Spack Consulting Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Wednesday, June 19, 2019 50uthbourW Westbound Northbound Eastbound Century Blyd - Union, 6hd Water Tower% TOTAL Straight Right Peels/ Straight Right Peels/ Straight Right Peds/ Straight Right Peds/ Tima UTuma 1e11 Turns Through Turns siqeles UTuras LettTurns Through Turns Moles UTums Leh Turns Through Turns Biryehs DTurns bNTurns Through Tuns, BN2Shs 4:OOPM 0 0 57 7 0 0 0 0 0 0 0 2 48 0 3 0 21 0 20 1 1SS 4:15 PM 0 0 34 6 0 0 0 0 0 0 0 2 47 0 1 0 25 0 18 0 132 4:30 PM 0 0 55 7 0 0 0 0 0 0 0 2 65 0 0 0 36 0 17 0 162 4:45 PM 0 0 31 7 0 0 0 0 0 0 0 9 48 0 0 0 23 0 16 1 134 HourNTotal 0 0 177 27 0 0 0 0 0 0 0 15 208 0 4 0 105 0 71 2 003 5:00 PM 0 0 58 4 0 0 0 0 0 0 0 2 53 0 0 0 38 0 17 0 172 5:15 PM 0 0 43 6 0 0 0 0 0 0 0 2 89 0 2 0 28 0 9 1 Is? 5:30 PM 0 0 H 0 0 0 0 0 0 a 0 3 55 0 0 0 9 0 3 a 114 5:45 PM 0 0 34 3 0 0 0 0 0 0 0 5 39 0 0 0 10 0 9 0 In Hourly Total 0 0 179 13 0 0 0 0 0 0 0 12 216 0 2 0 85 0 38 1 543 6:00 PM 0 0 47 4 0 0 0 0 0 0 0 2 29 0 1 0 13 0 8 0 103 6:15 PM 0 0 22 2 0 0 0 0 0 0 0 D 24 0 1 0 4 0 12 0 6/ 6:30 PM 0 0 19 5 0 0 0 0 0 0 0 2 15 0 1 0 9 0 5 1 55 6AS PM 0 0 26 3 0 0 0 0 0 0 0 1 18 0 0 0 6 0 6 0 60 Hourly Total 0 0 114 14 0 0 0 0 0 0 0 5 B4 0 3 0 32 0 31 1 280 7-W PM 0 0 20 1 0 0 0 0 0 0 0 0 18 0 0 0 8 0 5 0 52 7:25 PM 0 0 17 1 0 0 0 0 0 1 0 2 10 0 0 0 2 0 3 0 35 7:30 PM 0 0 18 1 0 0 0 0 0 0 0 0 9 0 0 0 7 0 0 D 3S 7:45 PM 0 0 17 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 2 0 39 Hourly Total 0 0 72 3 0 0 0 0 0 1 0 2 57 0 0 0 17 0 10 0 161 B:OOPM 0 0 14 0 0 0 0 0 0 0 0 0 19 0 0 0 3 0 1 0 37 8:15 PM 0 0 23 2 0 0 0 0 0 0 0 0 6 0 0 0 1 0 0 1 32 8:30PM 0 0 9 1 0 0 0 0 0 0 0 1 8 0 0 0 0 0 1 0 20 8:45 PM 0 0 8 0 0 0 0 0 0 0 0 0 7 0 0 0 2 0 0 0 17 Hourl, Total 0 0 54 3 0 0 0 0 0 0 D 1 40 0 0 0 6 0 2 1 106 9:00 PM 0 0 8 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 18 9:15 PM 0 0 13 2 D 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 24 9:30 PM 0 0 7 0 0 0 0 0 0 0 0 0 6 0 0 0 1 0 0 0 14 9:45 PM 0 0 5 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 9 Hourly Total 0 0 33 2 0 0 0 0 0 0 0 0 27 0 0 0 3 0 0 0 06 10:00 PM 0 0 7 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 Is 10:15 PM 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 12 10:30 PM 0 0 8 0 0 0 0 0 0 0 0 1 5 0 0 0 0 0 0 0 14 10:45 PM 0 0 4 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 9 Hourly Total 0 0 29 0 0 0 0 0 0 0 0 1 18 0 0 0 1 0 1 D N I LIM PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 D 6 11:15 PM 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 6 11:30 PM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4 1145 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 3 Hourly Total 0 0 10 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 1 0 16 DAILY TOTAL 0 0 2076 709 2 0 0 0 0 5 1 409 2000 0 48 0 702 0 422 30 $378 Can 0 0 2036 888 2 0 0 0 0 0 1 398 M19 0 48 0 882 0 407 23 6229 Wary Which. 0 0 40 22 0 0 0 0 0 5 0 11 41 0 0 0 20 0 15 7 149 Hsav2 VahieM % 0.W% 0.00% 1.83% 3.11% 0.W% 0.00% O.M% 0.00% 0.00% 100.00% 0.00% 2.69% 1."% 0.00% 0.00% 0.00% 2.85% 0.00% 3.55% 23.33% 2.04% Chanhassen Life Time Traffic Assessment B7 Spack Consulting Appendix B - Traffic Counts Century Blvd & Water Tower PI Chanhassen MN Wednesday, June 19, 2019 AM Peak Hour Southbeund Westbound NorthbourM Eastbound VEHICLE Straight Right Perk/ Straight Right Pads/ Straight Right Peas/ Straight Right Peas/ TOTAL Time UTums Lek Tum, Through Turns ekvclo. UT.., let Turns Through Turns 51wie, UTums LeN terns Throh ug Turnselry ku; UTums LeR Turm Through Turm ek,ths 7:45 AM 0 0 43 32 0 0 0 0 0 1 0 20 50 0 0 0 14 0 T 0 1M 8:00 AM 0 0 34 37 0 0 0 0 0 0 0 14 42 0 0 0 9 0 9 0 145 8:15 AM 0 0 32 26 0 0 0 0 0 0 0 11 30 0 0 0 8 0 3 0 110 8:30 AM 0 0 24 44 0 0 0 0 0 0 0 19 41 0 0 0 3 0 3 0 134 Peak Hour Total 0 0 133 139 0 0 0 0 0 1 0 04 163 0 0 0 34 0 22 0 us PHF 0.000 0.000 0.773 0190 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.800 0815 0.000 our 0.000 0.007 0.000 0.611 0.000 0.836 Heavy Vehicles % 0.00% 0.00% 0.75% 2.88% 0.00% 000% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 1.81% 0.00% 000% 0.00% 8.82% 0.00% 4.55% 0.00% 2.16% PM Peak Hour Souhirouna Westbound NorthbourM Eastbound VEHICLE Straight Right Perk/ Straight Right Parts/UTums Straight Right Pads/ Straight Right Perk/ TOTAL Those UTums Leh Turns Through Turns Newton;Through UTums Lek Turns Turns Bicycle, left Turns Through Turns Iik de, UTums lek Turns Through Turns Binyaks 4:30 PM 0 0 55 T 0 0 0 0 0 0 0 2 65 0 0 0 36 0 tT 0 102 4:45 PM 0 0 31 T 0 a 0 0 0 0 0 9 40 0 0 0 23 0 15 1 134 5:00 PM 0 0 58 4 0 0 0 0 0 a 0 2 53 0 0 0 38 0 iT 0 172 5:15 PM 0 0 43 6 0 0 0 0 0 0 0 2 69 0 2 0 28 0 9 1 157 Peak Hour Total 0 0 187 24 0 0 0 0 0 0 0 15 235 0 2 0 125 0 59 2 us PHF e000 our 0.806 0.857 0.000 0.000 0000 0.000 0.000 Dam 0.000 0.417 0.851 0.N0 0.250 0.000 0.822 (I'm 0.888 0.5m 0.896 Heavy Vehce% 000% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% ON% 6.67% 0.43% 0.00% 0.00% 0.00% 1.80% 0.00% ON% 50.0o% 0.62% Tolel Vehicles On Log 5516 Vehkba EnteOrq Inlaraec8on 2T84 Veledes Exiting Inlerseono 2T82 Seashbound Cara 1 666 1 2036 1 0 1 0 2 has I 22 1 40 1 0 1 0 it 0 Ted I M 1 2•T• 1 • 1 • 1 2 Cars Heaay Ted VMkba 23 T 30 EMMm Total IM~on 0 0 Vahidee 1124 's on Log 682 N M zzat W VMWse 0 0 6 EM" nnoo. 1117 407 16 422 «r a %* a * rf. *0. L ob 4N JDaily valamaa r y 4`` ,c * A h t 9* Cie b 1 398 2019 0 0 o n 41 0 Tad I 1 I S 1 400 1 2060 L hbound VMa6lee Ebaehq IMeraeclbn NTO VMkke Ex': soarasoI 24•B TOW V6hklas On Leg 4969 Care Heavy Total VaNMea 0 0 0 EN., IMeme[Uan a Trial Verdes 0 0 0 on Leg 0 0 0 0 velMLs a 0 a "ang Inlnrrctlon 0 0 5 5 Chanhassen Life Time Traffic Assessment B8 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Vistro File: C:\...\LT Chanhassen.vistro Report File: C:\...\1 -AM Existing.pdf Century Blvd & Water Tower PI Intersection Analysis Summary coHwinHc Scenario 1 AM Existing 7/23/2019 ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Century Boulevard & Water Tower Place Two-way stop HCM 6th Edition EB Left 0.090 13.7 B V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Century Blvd & Water Tower PI Scenario 1: 1 AM Existing Chanhassen Life Time Traffic Assessment C1 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Go= Intersection Level Of Service Report Intersection 1: Century Boulevard & Water Tower Place Control Type: Two-way stop Analysis Method. HCM 6th Edition Analysis Period: 15 minutes Intersection Setup Delay (sec / veh): 13.7 Level Of Service: B Volume to Capacity (v/c): 0.090 CO IM'n1NG CON WLrirvG Name Century Boulevard Century Boulevard Water Tower Place Approach Northbound Southbound Eastbound Lane Configuration I 1 I r or Turning Movement Left Thru Thou Right Left Right Lane Width [ft) 1200.1200. 1200. 12.00 12.00 1200. No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [fit 1 u0.00 100.00 Speed [mph] 30.00 30.00 30.00 Grade [ %] 0.00 coo 0.00 Crosswalk Yes No Yes Volumes Name Century Boulevard Century Boulevard Water Tower Place Base Volume Input [veh/h] 68 155 151 105 28 16 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1_0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh;h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 68 155 151 105 28 16 Peak Hour Factor 0.8160 0.8160 0.8090 0.8090 0.6800 1 0.6800 Other Adjustment Factor 1.0000 1.0000 1.0000 11.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 21 47 47 32 10 6 Total Analysis Volume [veh/h] 88 190 187 130 41 24 Pedestrian Volume [ped/h] 5 5 Century Blvd & Water Tower PI Scenario 1: 1 AM Existing Chanhassen Life Time Traffic Assessment C2 Spack Consulting Appendix C - Capacity Analysis Backup Generated with W E= r - Version 7.00-05 Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, B Intersection Results V/C, Movement V/C Ratio 0.07 0.09 0.03 d M, Delay for Movement [s/veh] 8.13 13.74 10.18 Movement LOS A A A A B B 95th-Percentile Queue Length [veh/In] 0.22 0.22 0.00 0.00 0.40 040 95th-Percentile Queue Length [ft/In] 5.41 541 0.00 0.00 9.99 9.99 d A, Approach Delay [s/veh] 2.47 0.00 12.43 Approach LOS A A B d I. Intersection Delay [s/veh] 2.26 Intersection LOS B Century Blvd & Water Tower PI Scenario 1: 1 AM Existing Chanhassen Life Time Traffic Assessment C3 Speck Consulting Appendix C - Capacity Analysis Backup Generated with mmm Lane Configuration and Traffic Control v Century Blvd & Water Tower PI Scenario is 1 AM Existing Chanhassen Life Time Traffic Assessment C4 Spack Consulting UM CONSVLTIN Appendix C - Capacity Analysis Backup Generated with 0=11 Version 7.00-05 cw+suL.mc Traffic Volume - Future Total Volume Century Blvd & Water Tower PI Scenario 1: 1 AM Existing Chanhassen Life Time Traffic Assessment C5 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Version 7.00-05 coNsuLnrw Vistro File: CA ... \LT Chanhassen.vistro Report File: CA ... \2 - PM Existing.pdf Century Blvd & Water Tower PI Intersection Analysis Summary Scenario 2 PM Existing 7/23/2019 ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Century Boulevard & Water Tower Place Two-way stop HCM 6th Edition EB Left 0.328 17.8 C V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Century Blvd & Water Tower PI Scenario 2: 2 PM Existing Chanhassen Life Time Traffic Assessment C6 Spack Consulting Appendix C - Capacity Analysis Backup Generated with ME= mil -. - 11 coesmTirrc Intersection Level Of Service Report Intersection 1: Century Boulevard & Water Tower Place Control Type: Two-way stop Delay (sec / veh): 17.8 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.328 Intersection Setup Name Century Boulevard Century Boulevard Water Tower Place Approach Northbound Soutthbound Eastbound Lane Configuration I 1 I r or 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ftl 1200.1200. 1200. 1200. 1200. 1200. No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ftl Speed [mph] 30-00 30.00 30.00 Grade [ % ] 0.00 0.00 0.00 Crosswalk Yes No Yes Volumes Name Century Boulevard Century Boulevard Water Tower Place Base Volume Input [veh/h] 12 238 226 23 122 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehih] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 12 238 226 23 122 65 Peak Hour Factor 0.8600 0.8600 0.8320 0.8320 1 0.7970 0.7970 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 Total 15-Minute Volume [veh/h] 3 69 68 7 38 20 Total Analysis Volume [veh/h] 14 277 272 28 153 82 Pedestrian Volume [ped/h] 5 5 Century Blvd & Water Tower PI Scenario 2: 2 PM Existing Chanhassen Life Time Traffic Assessment C7 Spack Consulting Appendix C - Capacity Analysis Backup Generated with ffm Version 7.00-05 cossmTmc Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 - .. . -.. .. 0.33 0.11 d_M, Delay for Movement [s/veh] T91 ... - 17.81 14.90 Movement LOS A A A A C 8 95th-Percentile Queue Length [veh/Inj 0.03 0.03 0.00 0.00 2.20 2.20 95th-Percentile Queue Length [ftM] 0.85 0.85 0.00 0.00 55.06 55.06 d_A. Approach Delay [s/veh] 0.38 0.00 16.80 Approach LOS A A C d_I, Intersection Delay [s/veh] 4.91 Intersection LOS C Century Blvd & Water Tower PI Scenario 2: 2 PM Existing Chanhassen Life Time Traffic Assessment C8 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Version 7.00-05 Lane Configuration and Traffic Control v Century Blvd & Water Tower PI Scenario 2: 2 PM Existing Chanhassen Life Time Traffic Assessment C9 Speck Consulting Appendix C - Capacity Analysis Backup Generated with MM Version 7.00-05 CONSULTING Traffic Volume - Future Total Volume Century Blvd & Water Tower PI Scenado 2: 2 PM Existing Chanhassen Life Time Traffic Assessment C10 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Vistro File: C:\...\LT Chanhassen.vistro Report File: C:\...\3 -AM Build.pdf Century Blvd & Water Tower PI Intersection Analysis Summary CONSULTING Scenario 3 AM Build 7/23/2019 ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Century Boulevard & Water Tower Place Two-way stop HCM 6th Edition EB Left 0.160 15.2 C V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Century Blvd & Water Tower PI Scenario 3: 3 AM Build Chanhassen Life Time Traffic Assessment C11 Speck Consulting Appendix C - Capacity Analysis Backup Generated with 01= Pj Version 7.00-05 CON5VITNG Intersection Level Of Service Report Intersection 1: Century Boulevard & Water Tower Place Control Type: Two-way stop Delay (sec / veh): 15.2 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.160 Intersection Setup Name Century Boulevard Century Boulevard Water Tower Place Approach Northbound Southbound Eastbound Lane Configuration i ' !rk 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 1200. 1200. 12.00 1200. 1200. 1200. No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade (%] 0.00 0.00 0.00 Crosswalk Yes No Yes Volumes Name Century Boulevard Century Boulevard Water Tower Place Base Volume Input [veh/h] 68 155 151 105 28 16 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ % ] 2.00 2.00 2.00 2.00 2.00 2-00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 15 0 0 27 18 9 Diverted Trps (veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h) 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh[h] 83 155 151 132 46 25 Peak Hour Factor 0.8160 0.8160 0.8090 0.8090 0.6800 0.6800 Other Adjustment Factor 1.0000 1.0000 1.0000 11.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 47 47 41 17 9 Total Analysis Volume [veh/h] 102 190 187 163 68 37 Pedestrian Volume [ped/h] 5 5 Century Blvd & Water Tower PI Scenano 3: 3 AM Build Chanhassen Life Time Traffic Assessment C12 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Intersection Settings CONSULTING Priority Scheme Free Free Stop Flared Lane No Storage Area [vehj Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 0.16 0.04 d M, Delay for Movement [s/vehj 8.28 15.24 11.09 Movement LOS A A A A C B 95th-Percentile Queue Length [veh/In] 0.28 0.28 0.00 0.00 0.76 0.76 95th-Percentile Queue Length [fU]n] 6.97 6.97 0.00 0.00 18.94 18.94 CIA, Approach Delay [s/veh] 2.89 0.00 13.78 Approach LOS A A B d I, Intersection Delay [s/veh] 3.07 Intersection LOS C Century Blvd & Water Tower PI Scenario 3: 3AM Build Chanhassen Life Time Traffic Assessment C13 Spack Consulting Appendix C - Capacity Analysis Backup Generated with ME= Qm Version 7.00-05 C« SULTIH Lane Configuration and Traffic Control v Century Blvd & Water Tower PI Scenario 3: 3 AM Build Chanhassen Life Time Traffic Assessment C14 Speck Consulting Appendix C - Capacity Analysis Backup Generated with Traffic Volume - Future Total Volume Century Blvd & Water Tower PI Scenario 3: 3 AM Build Chanhassen Life Time Traffic Assessment C15 Speck Consulting CONSULTING Appendix C - Capacity Analysis Backup Generated with Version 7.00-05 consv�nrw Vistro File: C:\...\LT Chanhassen.vistro Report File: C:\...\4 - PM Build.pdf Century Blvd & Water Tower PI Intersection Analysis Summary Scenario 4 PM Build 7/23/2019 ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Century Boulevard & Water Tower Place Two-wastop y HCM 6th Edition EB Left 0.479 25.1 D V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Century Blvd & Water Tower PI Scenario 4: 4 PM Build Chanhassen Life Time Traffic Assessment C16 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Version 7.00-05 CON60LrurG Intersection Level Of Service Report Intersection 1: Century Boulevard & Water Tower Place Control Type: Two-way stop Delay (sec / veh): 25.1 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.479 Intersection Setup Name Century Boulevard Century Boulevard Water Tower Place Approach Northbound Soutthbound Eastbound Lane Configuration I 1 I r T Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 1200. 1200. 1200. 1200. 1200. 1200. No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0,00 Crosswalk Yes No Yes Volumes Name Century Boulevard Century Boulevard Water Tower Place Base Volume Input [veh/h] 12 238 226 23 122 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [°o] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 30 0 0 56 34 19 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh[h] 0 0 0 0 0 0 Total Houdy Volume [veh/h] 42 238 226 79 156 84 Peak Hour Factor 0.8600 0.8600 0.8320 0.8320 0.7970 0.7970 Other Adjustment Factor 1.0000 1.0000 1_0000 11.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 12 69 68 24 49 26 Total Analysis Volume [veh/h] 49 277 272 95 196 105 Pedestrian Volume [ped/h] 5 5 Century Blvd & Water Tower PI Scenario 4: 4 PM Build Chanhassen Life Time Traffic Assessment C17 Spack Consulting Appendix C - Capacity Analysis Backup Generated with Intersection Settings consuvirvc Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement. Approach, & Intersection Results V/C. Movement V/C Ratio 0.04 048 0-14 d M, Delay for Movement [s/veh] 8.18 25.07 21.07 Movement LOS A A A A D C 95th-Percentile Queue Length [veh/In] 0,13 0.13 0.00 0,00 4.13 4.13 95th-Percentile Queue Length [ft/In] 3.24 3.24 0,00 0.00 103.32 103.32 d A, Approach Delay [s/veh] 1.23 0,00 23.67 Approach LOS A A C d I, Intersection Delay [s/veh] 7.57 Intersection LOS D Century Blvd & Water Tower PI Scenario 4: 4 PM Build Chanhassen Life Time Traffic Assessment C18 Speck Consulting Appendix C - Capacity Analysis Backup Generated with Lane Configuration and Traffic Control Y Century Blvd & Water Tower PI Scenario 4: 4 PM Build cor�su�n.c Chanhassen Life Time Traffic Assessment C19 Speck Consulting Appendix C - Capacity Analysis Backup Generated with MM Traffic Volume - Future Total Volume Century Blvd & Water Tower PI Scenario 4: 4 PM Build Chanhassen Life Time Traffic Assessment C20 Speck Consulting M conwLnnG NW N33N WHO Slwal y so3ltltlOd oCOY � Nowaav otilHava awu 3An � � a Ili! ii4aii4E��E�iii?Ei11�I�EEi�I� s�t t Justin Schmidt P.E. 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N m m MWIK c nsaaaas� uw.rw eR� Z O H cwi a O CD �2 Z aw O Q d z �_ W H W QX 11 J L'x [RAYIIxI'lCG i I / mAE Map / �rU.00 PLAN SYMBOLS PSrMC bpI c( vnr UxE — — wmo4n UTILITIES SYMBOLS umw a MOM stwn up.+ S a rEEERME amEsuE "v cns uux Ensnm Yn.Ex YM — � iE181UE Gb£ E1Ec1bL C.a@E EASIINL SIOb 4KR EOSIING Sibb YyYYE gwTMr 4YL9 — M. M E9S1ML SNYLMr YnNNI£ wTE vunc w axovp4o wtE vutc p EASMIC NYIgMi g C.19£ REMA'l[ BFEO —GiV— [urn aunt aat —rp— unEYox n wnmc adu uxE —ac— tAUJ+c aouE NMo N@E—�__ EAswvc uta ens.[ � •uccpsm /ME nnao4n NMAT L:J Mavosrn slow! uMx@r: wscs[n wtd Yww biWrv@JS (udT WTY) — @twwous (NEnvr wM O CGACXEIF 1£N$ OITiFA OIT pAx n 1 4- 1 a. 1; 1 Yv ' 1 -� W N i E `2 NR E`i 'JM iL CNaxxcSY'1. Mu 55yt: 3�,3a] i5 28"W 998.52 - - - PffE��A-Ny�T-yI�NNG LEGENG tlnu [MY pT �tYnu�bapn[ M ' M1�Wxae[ue >.v � w.tsn waves S�S M D[[Meu 9vW xVMw 51r,Y rywwsa�a� we Sv[Y [� 4s Is(Yp�SiaY G p gnwYlaue mix JOG T�'>J «Jf4 � 'ap !?LJ[ry ® —, — �— -- — --- _ uv—w—w—w —D'——_____—__ "_--. _____ rauL PxaEcr a ---- CS a _ ._ —--_ ____ __ -- _ — — — z I 1 a » > > m P/L�A'NT�ING LEGEND LIFETIME Fj 1'T 1 I i I T MEALTNY WAY OF LIFE auxu c xs�a Z O UJI a H 0 r Q aw z �(n Z ~ QN I pOaPIIWY C9.00 1 I.3- SPMASABF xmWYWs WEAR cwRST 25' SP'LB]•Cf 9NMIMWS BPSE CWRY Y WAS 5 MAI .M BASE AwRmm. mwACTm suemArc PAVEMENT SECTIO1 (BITUMINOUS HEAW DUTY) �� Di�lr III=1i I I T.. r vEEP nWxw sECx T CwNa UX M nn. AI ii PucE x sBAIUW TRExa (1'-r mvM) WMo s. r-,m pbEneRWT BVM srMM w+o ME omMm wM .obo srAXEs •ilE mn¢ .pwT KLL 1®r E1dR2 1YE KCG 4yN15 x RA6 MAr Wlb'ACE .LLpRi Rpq S]M3S MR A WIVY 6 .S Y $' BY Ib' KpIG .pp biAln$ pR,[IY 11WCWI BACR YNf W A n W qI' IPoSi lR' AT w IAPMA= A, AX lE NM ICp pf SiNn PW NC VPSTRE.Y Wp Y02 MAX BWnt/CMIPMr In R E . 0•fM/D M A MINIMUM 6 6' AMO SiuE NIgE SYRfACX A LLMS BIOLOG DETAIL NK IXaI IWNW.xoll anmms Rn.uR-a Isle `X m . g�..mPN`� V--r �•�manic®.., �T mm 4M P.v. N mam.e wn N.e vulrxsxm.o 'a�eo�rm� ..m,.xm man.al.lux • ww, .T wxrMN „e w.a I.Ax.R m'"". MrR"kO,m ,wr ,nel .r .un. • mn v rrY, x® ]]m mXME E tua AM, arm 1.5- �MEAHOr bTUYXWS'4M CpFSE 2' SPRq]bF 9ryMINW5 BA'E CaRSE r aAss 5 . QAX A. A ®x9p pin °Yb°R""i m s rpRm xTEli1N1, MPROMD. COVACIE➢ 41BpMCE M nM bi PAVEMENT SECTION (BITUMINOUS UGIT DUTY) nr K • s c LMIrIiETE our RM MV]xfL m EMx SW OM AT, PM nIpBX'i IIM •' Cuss & AcmEurt BASE WOM vAREs AN AaA.r wwWRME AA+Rnsfo. mn En ET` m,e 3-IIn • Is' nc SIDEWALK SECTION (CONCRETE) Wcnw A -A D —^� Ir ." CmCRETE WR S. AC "T BASF CONCRETE •Y GUTTER slln MTAaE wme.0 r f R. pugYwRT M Bc elaO,f WA ■■■y :0' w�•�us. ,An¢Ii R (,r Y.wuYl r • • LOVDe SLAB WxC LNE — 1 l 1 AT .NNIV� W4 wwuW BEWwc MTE: AL .. f .'ATI.. w.nE .vo gwmFNT o PA. BE . SM.IL BE MnLEfp M ME . MCES fpi RIE ITEMS / ,r „a MSTM.0 c BaT fKPOSFn nmm urtR AT um, ww w us.N Wpunml wee CATCH BASIN INLET PROTECTION aRe m. Ao.us*pelf s' m .' G$ 91AU- H NFE1. R-.96]-V M EMI. . °F•• . I -�P a TiNTE ti. -SEE � AN. STANDARD INLET CASTING ,.m' TB imcK w awB uE / NEFNw GSTMC 3-1 ADIUSTNG ItlNCS W/IpRTM .NHNI$ - gASIFF mt51oE. sMltE xStlE CtF.w PWE T m SEK M. Amlt mN$fI1LC11M1. PISfAST- B- Ig11SD WSNx.�W ,LMr6 i-IfEI.wK ,R .9¢VT'�yJ/G..p'PYRY yl�ex EROSION CONTROL DETAL CLASS 8 TYPE 8EODINC MANHOLE TYPE B THRU G ROCK CONSTRUCTION ENTRANCE TYPE 'B' CATCH BASIN RAMIIS R"s Yllx£ R NM'�pC M 1• GULF MTE STN4 (Tro) e. •l' RAWS ACEvsWaE Amss Alec AD ASAM m soI M TIEV 1/r R/NRIS pe 9�n1 y SILVE 1/f pEq rT 3 MOTORCYCLE S mR._ PARKING A ' I : - VEE ID PARKING - REQUIRED MD PA'X"B• s d UP TO NE FOR VIOLATIONONLY IY Y ut ones CONCRETE CURB AND GUTTER B612 MNi ACCESSIBLE wrePAxols >om AAo AnEss NWsz WIwE r RAous� In. RAaYs r mNE. Np sECIu au .c wf u.a su.ET ML SIE6p1 Mw I:N ACCSS N9Es W WL R AT rv_ 4YE MT6 AT IK P/qY f.MS IIEY 4R•E. r RAWS �n' RAp15 Sr • ` IW acPE a ww ADA PARKING SIGN MOTORCYCLE ONLY PARKING ACCESSIBLE PARKING BOLLARD ACCESSIBLE PARKING WnnWlbus NIDE .' A CONCRETE CURB AND GUTTER W12 (GUTTER GUT S(Z740 STORMTECH CHAMBER SPECIFICATIONS • Or[i6au ERramreaxrs - - t aNgiwauuE ucxs�wsnamawuE wvincnwnrxdr�.q[craap®w.wavr. Wr�NM • awOannwwnaEw.TM caeca a�0®» srammtaYiraw•uNor.ei M1n a awonrrr[[t.n [m wxcm. E q�miE�ena.+uueaq [r[+,Nrrtau¢�r?frnw'ei•o[erfovua•[e�f ann�wmrva.�asq [nv maEay�mv�En ♦somegwsror.•u[uuoswu.Exm[rin�iicow� urtaw.rm ass xoelm E4nawl¢�tlpf•D Tm RgEc�rvf roDmrtuwuiW fxp MRErT[�v @ougWYWLE[N'GrsomW • n.��ar[®ev.[E xnmwnnzw[Ea[eo�rw.s[m%�w�m�ia��wwa� rEflmicaWiEv[t �auuEE.ufusvaM¢•�pgp w:pfyaMy gYYfR rE•IecnWl Hawiu9Wa E•m, nurE�l�E Ka [ZT [MT OF•a[wv or®u4M.i[ax ic�a6.w0�20 V M Ww0 l Uw®OMHo[Mfw2E3i•m.YD�.iMUq�y�nF�EwxJM:nusm[[CYw W6 TANT NOTESFORTHEBIWINGAN MISTA TN OFTHEWTRSYS.EM r a[war•.oie�maii•coyia•EirE•O•gwsq. nwesa,i0E.w1 eta vsiarwrvnaauaHmwma.ae�q[unwgrewavaocv[momlgvrtEm� f rtorm[xwrgFxlmla�mElwna�ilf� �ru.aflimMortseMia•r..¢ �. 4[Ganfw x.a pa.Npp y W L E [IPMI®M.I[CfMIR MM M 9IQ V Ila FmgCrf 4CC[E agMF'�OX �'. 2 �iiruwa�i�rRpaN�� 4q�uiwR r•®�O[E'n wrvwm wfcauiw•IE [ua®uMrwsaru�w •a1cgm uwmw¢ rvfu�'una[uCNMUCxN.'fglutMWEwxunwMNgrn[p FI�MGwµElNfya1E01a P1[f' [[alawlm�.i.agiM[mxMl[Q6IYOOIM[MMTdI®.•BB16MwWrtu•n[a V.areO�a Eaafpf. 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"Em. ®�n� � . w"'`o•� co.[cnna.Im.rrcvr. w..ewuoaeaEa..n..eMmnm..i.+v. .E cuo�va.wrNw[n W E•O6reMMYOQIorrmawrxwrmgnvoE�r q�RLW.nO Mfa®.0[[K[•1Er60nv uv�.mcan� ... sa.w[rtew W EwmNu.mvvm.Esw®mv v.w.waxrvrE•E.uE�.a�.s....�......a.d...,s...e.-,�......�.....�....�.e..�.�..� �y{ Ei�aE„a, .r 1 NOTES:�oEa .[aora�.myrmwrtfoWas.awE..[woaEcax•w.[.u: .pow rx�.�.�¢ � a+w.c�ww Enax a no.mns+s mwo..m wu nrtq...fn muclw aq®a .•v wYaEsc r.[ai f.[[am» wa>ew.E xn.q.q ®m M w•Erta nolE.•[ e..o�am. o���gw2[[�[rtw twes6[wnn..[eevumrBrBU.a61.m.Ja[iaga[m®pNwa E[q.®MM6aEC�gtlYuu.g4w WSWH:TM)N S MNMTEN4ICE gmciu•w».w�n oa"i�[fuu..w^�J ��q.n� .m as a+NcgN.r ve.Er m M awm. v wq Tw mnmx q. rHu.E ame. wr_ •.. rEwEaart. a�m.>_rE��rwlmvm •�zsxm.nm®m•[sa WWES I � F VYti WI Ww awamE'rcaq. r0.. wErwxv ia.m..qu�w ErixrBap SC TO TECHNI0 SFECMAT mr uv[....�[nuxaamni illy v�wa aw.N II- arngr-4 1 MYx[gnwen.fxerp IwEmmYN.m Y•�wwN tl•ei[H[ IUM .WlOnw2 x•L.iT [6W[ wOY Q�i.h M•.Y as.q.wman,maigQ.fEW[.NOE,NE&aEE. IT � w.a BOi�w'1'T •�'-' PARTO me A ■ c e l.Ey VQI[..plMMIET� W[W #�OI.N ft'If.N TxTEgnu6 MEOW[U[OP�OMIgaw•»Emrt•cinQE.Y4wi1BIE �a•EFga aWy S 7001SOLATOR ROW OETAL 2rA.EB - ivu w.a�m.rma.w®..wNgwwweq mmuoa®aarsu�..oww • s x �.R�ACAtRR���At�CQAAAtAA�AAAAAA�VAAAAAAAAAAA������OAAVAAA�A�AAAAA�AA�AAAAAAAAAAvvvvvvwyvw��A����� fmo C11.00 1 e o w / p® > xw w)ivwArz nwE =,i 1 � J YPI }yHepp$p f- l ` \ EtoSmC aufyp - i XL RE0.lM Plop ST.Y15 � i •°.r>a�°�°FSrAnu.s� n—> > ' sr-->C-+�-1> 5 RwIM Y4ltNG SLY15 a �_ v \ NVflV SiNL 1_ iI �I � 1 � j � - �df� �-lb �d✓� � 1 TII Iti / A / F PROPOSED HA pCAP SbV >—>>—>—>—"> > zam cwnoanrt nucE zxzmow Ev51WG e.VM NG inE1EF yg11pN? gMbNL); e uucw s*ws anaaosm a nowwe 0.VA nMYmC SLHIS �— .. 7_ c7D — PROPOSED R i Z ti i NIdCAP STAEL — LIFETIME wi I / (Il Till il!l lillil =• � /� Storm of Polutbn Prwentlon Plan Life Tme Pmnng Let Addition Lot Time - Healthy Why of Life Cwnpmy P-*t Ste Adtrmc "M Water Timor Place, Chmnaaem, MN 29W. 29OI, 2902 Corporate Plam, ChanhouM. MN he Hwmepin Cmnty, Minnesota Sector 16. Taonmlp 11". Rmge n. project Owner. We Tend - Healthy Way of We 2902 eprpwat. Place G hou . MN 55317 1. mtreductim he CnaMrureem amm. Of thin Thealrwnpavkwo puto rla%edl 1 poren�mlot addition al of M new Timor Mg bi m.wllmt w . nor m a rear o ne. Mover parkng aim aodlte,. we Was oropa$ed on 2902. 2901. and a00 Corpwvte Picks. Protect Artie Total Project She (Disturbed Area) - 2.51 worse EMSIng Area of lmpttMw s Surf,ce - 28.259 m. N. Pent co ebucr Arm of mprvuu. Surface - ",am no fl. Total New mprvlous Surface Aria Canted - 61,824 and. M stnrmmter Cap, <�,cation, 2970 of Tower Pbes Drainage Arm - 2.68 acres EWUng dwhmm Rate Pmpoaed Discharge Rote 2-Year 3.81 ch 0.96 Cb 10-Yon za efe 3,37 efe 100-rear 13.47 cin 11.43 che litforon Basin - 100-rear HIM- - 999AD Planned Construction Slav Dale - Summer M19 Plmned Construction Complet'm Will - FM MIg Discharge rotes rwnpin urMongW for NOMP, eWl and tl . at Me CoVelf Pedro moron. era. an on-onmentalr real far thisthis"Joel > spy part Of a cwranm IN of devdmor opm l late that includes all by my patter of Min project? NO Does any portion Of Me she have tin mtenital to oHmt ibsplened Or --g9 W m to Mall wllttl hm8er w Don only partim al MI. site dixharm to a Cdcwewe fen wW Me letter of appmW Vern the No is locobd in Protect Manual! No YA6 MY pwtim of Me site potential, oHmt properties lotW M Me Natbnpl Register a HiStarke Plmha w kneon Or dimmo e l vcnealogical Me! NO Nave my Karst fnaturM lean kbnlifled on the propel hardly! NO b cpmpliMe min tmpar0y or prlrgmml storm wmw mmogvnenl d r reyeemmts mfe . No has pro}CI? ND He the MN DNR prvnugoted •Sod renter rm✓r C for my Pudic Weir tNpil a e discharges to during fim mamr9? NO ui .eywnencs n.ted n = fll of Me Permit for Me Mess', of In. Permanent art... lnmemwnt syslwm di and .chvmd ge have been nduit Me preparation otion of Salem my mcwde fiat w not United to: I. The eapectal armal Vmuency. stmaity, and duration of admitation. 2. The nature of atwmeatw rural and ru -m m tin Mle. 3. Pepe flow 1-1 and atwmwmer wtumn to minimize rmlm a mVeto and mmeVmm cmmod and .hewn Hank raaan. 4. me range of wi panic. lzn ewattted to be prevent On the Mile. Respm.N. Porike • Amer - Life me • SWPP Dnigme - Off t Associate. Conbct Kfiatwa Elfern, Phone y6}ge0-DwW Training - University of Mermaid - Design of CmaVvcUm SWPPP (May 31 2022) • Central - To be Mete cow • St. Mm you - TO his dmwmm d • Remanside Party M Lon' Time Otli - life lira Cowiee of a anent E... On and Stwm.at. Mmagement card island by the uniweity of Minnesota .It be attached to the SUPPP be documentation of basis, II. SWPPp Cavdnatim and ACw The Cmlrmtw arm -1-11 a mow of remm.i6ility far their mrationa and Man wbcof rmlars' me aBma to m e Mat the Say. Wailtt Pdlutlon anthil lea Plan H implemented the its of Me9cmwL N trThe Contract- MI fumim Eroien . certified Contra Super. The SuPol arm has g UM by ham. at In. precanswalan conference will .e conast E, bE if promote. 1. Mat wise dumwMyn im ring ca.Mat pact the permit It will be . anmay the Superliner will notify Me proper regulatory aK iM. onatm will and malntarn mildy of Me Erem. Contra S ,di to implement the SMPPP during o qumty cwtrd program. In Mtm. the Erosion Contra Suprview • Comes manimxe r resicn garnd m SKS ring • CwQrct th rm a for respect. and s and ad mtrm to • Identify hat Pot hang p.in cart aervicm and ono Meer t. lM1e plow. • Enron mail onY changed in cwewction primes we aMMreneM F Me SMPPP. ins City NI how Met mmmtw mini[- and Inmect Me activities he NOR. ship, in no way reliewa the Contractor from perf-arm' Mare duties. SWPPP Aaw•nment. Permitter m.11 amend the SNPPP one necial Io hicum maitiana rwrye.mmta to correct Nalow-S identified . mdrem the fwookng Tuatwnde I Tube a . change In one,, conwmm cli. rwmmro. Summer al aintenmoral candi 2. Mmectian. . rove b,atlws a, site .ern or m.otim; ti Or MPCA aficnla Y[-mne Me SWPPP 11 net m zmg dbmvge .f PoN.Mt. to w Set. ar u,aergrwrd water w .eparimm sp mra ptr minty elmd-da hadways. 3. The SI PPP is not whining me m}xe v dl mmenting polutanb -n .,orma lea discharges aaaociateM with cmnwclim aeUhty, Or me SWPPP Ia not cot slmt with the term. one condition. of the p iL 4 the MPCA Melermnn lest IM ma*t'e mormeolar C #orgm may mrae, Ilse emwoole potential to cy.n, or mntry to nor-alN.ns, of mY mordents walr quality M=d d, w the $WPFP Mo•• art meeporate the moiCWe rmuewnmt. of Me pttmd. III. Project Dex tim A. Ending Condition./ 41n lamlMn The limotng title une he he wtd Ironing facility (ARA. Find). The nYLM' bnprhwn mrtace consul of concrete cob and walks. Tin darting site at Me lomimn Of Me Imreey elm aaditions at me Corporate Roue C- b ImdW%m arq e. Cwawcr. Type The wejmt olpluM me remain of the •.utkq wining ewmbuaure me constructions of a All Sediment and tiro ontrd m consist of matimation of ant fares. a rack construction entrance, mE ether method, ifnecesomi to pe t the migration of Sediment and material. Realaratim Shall be completed by hydmae g Me dieturbe0 aegetated comes upan cwnplelim of Me n9 oneralime. Erosion Control PI- Shot - Sheet C6.00 and CTDD C. Demoting and Basin Draining: Deaaterng is not anticipated Out if newsier, turbid or SMYnmt laden at. .Meted to monitoring w open draining of be dMNe to a tempwwy fedknmlollan show m Me project site, the site eml he hate mined by the Contractor and approved by Me Engineer prior to the start of dmatering Opwallms. The area anal be ee ported an a temporary measure to cow for cdlmtim of Settlement Imm water p^or to diwnarge during conawelkw of the project The tempwwy Mi may discharge to Surface water$ if the basis enter has been will cneembe I. march adepuate treatment has been mm1nM and that the mimeses conditions wll not adult from Me discharge. Discharge Pointe Mdl be adequately protected frorn mdw. and pram relmny plandpaum provided Tia temporary baaw shall be latrM by Me CmV«lea (wc4mtM). All let- horn dewOffering or barn -waving mliNtzs must he discharged in that does not cp comitlm; erne undatim of door stream wmws^n Discharge mall be selear! Sediment free wateranto v grossed com If discharged downstream Or pumped and used On sire a a mmmr that Wm not muse minim. D. Sedment Car" Propttn Silt imce them stooge mall be pl s ed at Me downstream We of the disturbance prep of Me propel. Iq. Idmlif Iron of Phtml'd Storm Water Cmrwnwmw The puryme of thin sectice 'u to Identify pollutant. Mal chod mpact eMrm water during ."atlm coerollma. The ph.ibi. polutanb that apple be moment in the atmn watr we listed in Im fMlown.g table wo Reopen annown nown ons- woonnow wwN nown. on, V Patents Arms for Storm water Cwlor orwil n Me Rate-, Detm;ial arsp. earn iawtined as pros smarm haler cs...mmo....n weaz • now- of pa•ammt disturbance . Areas o1 marble nrtan ion N. Storm water Management Conam The ce 1. wi proNM Sul etmiizalim for doturbxi wma and structural cmvala to 6nast neN and rernoe eNknmt care Sit be loam to pawns rntwatim m arm m grodrq oprake. bean. A Tanpafpry EraMm Cmlroi 1M wades m quantities b Me .o ma•mtwn am tedment col i.. pre m fmww Vegete m In not needed far construction mill be presvvsM- The Miami am ount nt Of lime a who canrearmon without atmaimtim whom not bein9 worked m s ] days In the cam Sven construction, wtMmor lip ly tepc sfor rtm the amount of time Infect $bow, kpN and disturbed pMione of the tit. Sulu seeea stabilized eiM tempwpry sam and million. The temporary med moll be Mn/DOT M6ture 21-I13 for seed q between May 1 and August 1 and ww/DOT MMiure 1W after August 1. The Contract. Sil p re each arm Or awmwenl reaterati as Von 09 caretruction in a Mat arm completed NI. Beat ManogemmPrepuce. A. So ease Cwro Mea TO prw•rnl SOR from bang trmyortm of Site for both Me wd'etuNM and disturbed of Me Mte Me blmrq War will be implemented onsite' • Construction sequencing will allow mean to nee undisturbed until necessary Or canwci • The nommot vogetoted -eo possible will be dmUMM during cweVucfpn. . After cm-Wction in w area a Campli Me Conamtw coal 'mmedntdy .mime that arm he w ninth. cmdiuw. • Tm•m alactpdv oI be stmlized with temp..y shad and mulch no lair Man 3 into Irwin the Iwl emeWetwn OtMitin that famed the Stockpile.. The Rmb Stabilization Methed 3 Sill be used 1. Sterilize Me tmml. The Rapid Slablizotlw manta includes of t roporwy Seed and Rustic r hoffi er. If rttal. , this Now, mill be ncidenlal to the prism, • A weekly weitim sawfif CwVtl sp,Mule on be remkM II wil descum among other itmS listed n Me Construct. Speelhatian; hen retained .lark to offsta wainage oil be ncwpwated into the Na ly whom plan Small no. the SMPPP I. functieuff wal spy mm.e y charges at need to an a aaesk A me of 3100D W my win be ml.ced if Me CmVaciw foss to pwivm an OutlkrM in Me S11PPP wd/or 5phaifcawl. • Remom Ml if. and aedimmle Vmked Or Dinenied deposited to pudic street. wtakle of Me project area If trackng occurs Me City may Order sweeping to be c.noetM at no mat Sith o jock -Line bran a•em. • Mi m. Mann enN n thin documt m be competed by Me cwtracl. ot no cent u .sspecifc bid Items We n.,U. B. Cmswctbn Practical to Minimize Seem Wpler Contamination The Canbmtarb Erman CmVo Sup at natruct all pvaannd by regarding Me cared Vessel I...IS dispostl. Opel np.rtewrkp and con central prwltn So be bowed deing careauct'm to minmto slam ter Contamratim Vern mVoleum product; fr19Mr, and ampot.. • All monazordma wile materials *M be edlectW and stored In a secure dummtr . another apma ed cantonment metnm a the end of Ices my • All [rasa and cwebuctim dmris V.n the me .il he ammitm n Me d lmosta. • No constrl mal.ims wW the bwbd waste. • A licrosed monitory east* m sbNor enl contractor will coiner all aanRary .ante from any Portable unit, at a rote nwco*m y M mantas demWOt. function. . Portrdly used fertilizer bags way be tzmadned to 0 setl a bin to Prevent lone. . NI .erfmw left mMln 11 he nowt Any 1. 1.. the mane. of emtmnserhom . Petroleum propece Sol be storm n tight, arm 1✓apwly lap gnla'nr. An .non .W be made 10 at.. only wmrol many t nquked W caeohte Me job .Product. ll thePontin door m nal cmtairs..0 the allied mNlufactmeie label. • We la and equipment necessary fen Spill cleanup ell be kept in Lie temporary Imperial Mors'. trailer onsite. • All spite Sin be poorM up immedlaldy upon diccowy, SKII, Ill" enough to reach Lie storm imminence system No be reported! to Me MPCA State Duly Wficw at I-8W-422-0298. • The Canvactw Shall comply with opplkader State and local waste dispeaal. vanitary w septic system regulations. In Me event of a conflict with Other government IOwx rules and regulalimx the more mVktire lap fund or regulations One gouem. W. Cawdhatim of SUPS with Conswctim AmAl Structural BMPS on be m place pnm to aanewctim. The folmwg iS o sequence of the major actlitties on the project: 1. Sit Fmce of be installed before my Wr q brynx 2 IIMMy wstdlatim 3. Cmplste Mdding 4. CmaVucl parking lot S. Stabdze distursed mein as aeon m possible mompong to Me SMPPP. S. Permanent or. control m-,- sell be 'namled (nYbctiona l by Me Contractor, Z Remove temporal .. control materials mce cm.walinn has cemed Cmetructi. Ie mticipwed to begin n Summer 2019, Final completion I. Set for Foll 2019, %. Yainlmmce/Meptttim Procedures MapeclMna The fallowing Inspection and mmmenm., wactkn will be used to mantaM wmbn and rdmwt cantrel. • All w central measures of moment at least mce per •hall and within 24 hours of al atwm weedsal prm greater Mm DS whores Mi mmwres win be mawta r ed n ,wad mri order. • BWII up Sediment Shot be removed M1wn silt fence within 24 hours mom It hen reached 1/3rd Me height of On fence. • Tern emer, and permanent ceding era/or owing *41 be ;nglectetl for bare spot• and .mnqut. • The Iles of M culvMa ore intact and functioning nee designed. • A maintenance inspection report will be completed by the Contractor and Submitted la the Engwm far men Immectim • If cmawcLm wtlHUv Or dsign modifications ore mode to the site plan Mat could inpset atom water, thin SWPPP will be amended aryrmriatdy The amended SMPPP will hone o description of the new octiwliea that .-bouts to the increased "Went leading and Me planned Source con" ins roues %. Soo Tyson SON baring. indicate that Me ismsm, aria we fill ow •eddy leer play (M). TM mill hove been classined as Hydrole is Sreup D. %I. Conswclim Notes • Natural topography and era condition. must be protected. imauanq retention onsite of notify tapmi to Me grmtent extent possible. • All tewwmpmwyerosim d Sediment control BMPs must be maintained until completion Of co nstruction and wegetat'm Is eatmlWed suMcientlY to assure stal of Me site. as adornment by Me Wotttmad District • All temporary waaim and aNknenl wnVo Seen must be removed Of fin Mmizalion. • Son Surfaces compacted during conswclwn and remonm9 Perhous upon completion of wswcllon must be dnampactsl to acM1kw a mil compaction testing wesswe of Ian Moor 1,4oD kim.'S or 200 pounds any smuare non in Me upper 12 amen Of wi. . uditM; tree rent; and oMw muff" vyemcm must No Protected untl and l ryemhw orour stabilization of Me site. . The Wat=W permitted mast. at o I mum. mroect ru mbin and repair an disturbed surfaces and w w and sediment can" facilities and mA rtmmzation measures eery Of ware h performed m Me Site and at least welly unto lane-d'aturbv¢Y has ceased Thow lq Me permlHse must primes tone n .biotin at least .e IY until wo yarMw wmwr is nlr4limed. The permittha mil mdrf am a Ion of activit'eS under Min section for mgecNan by the Woternma District we request. • Final site ionization mrsompirm require Mal o minimum of at leapt 6' of topsoil or until matter be warned and Mcwpwated into the undMyng Sul during Bnal site ifmtmmt .her- tmmtl nn been removed. Recsving eaten, ocluding wrfoce water, wetlands, and Public mine, pre NmtiOed within we mile of Me prop[ boundary Imposed Wotr US A None of Waver Bmv Tee Ammon A Seecof nobody within 1 Yie 6p Lake Minnmamto Lee. I0100900 No No N/A Big woad. Lone Lane 1W24900 No No N/A Bluff Creek Creek No Y. Yp FlN Bbmasa Mi- Storm Pond. Panda No No N/A CCADaN L■gC 1 = HEALTHY WAY OR LIFE ffi m.mIEAwFhwlilr®I clruurc smloam� eKwawer `� U w (L a Q W 2 W Z le O� Of _ wz a ¢x � U F LL 0 � J � 1 aurYnDlnO II owns m Z i�•ome`mwssry 3 Awaensnmwwlr 'Fj 4aWMaW��howny wnwllr F Ilrwmws�imww 7• nvsoawlmp K Wry aru a wm.rrw.m err' he 5 1O RMo[ "Mot �6� aI e� K W r 3 C13.00 GENERAL NOTES 6 WN60 E'II/IDV0®M}d 1OR6O16 KEY NOTES LIGHT FIXTURE SCHEDULE �. e. .I....I fQ1J[ WAYC. 90AE VMS ,IF IMu6 ,A. WT.4, L'-P. f SAMII NYM PR. iQL M4 <VA41W4-IDL 4E10 4W. � F�' m wLa= EIC mvE uo wL m Aq-un YYMY .iI1R ,49.:. Yam[ ViCS m£ 5 4 E,IiY.R1t 'd. (STMirt 911YE S� Wi YS f%F w IE) .ti01 V. M ae116 3-9-xryo-noe CIAL h,4 ♦ Rfnac\ [PtrvKP 9wt E I®v®[ Ra Na,rc rmVa IW,'.p6 19JC14 xo �R wn /4WISMIC RML m,oi ^_MICR xa 4fISCim cElMr. nY5 nv w ou . 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Ls l.c Ss 1--+ 1? ! 1.1 4.0 )a L+ i-+ Sa 1.1 i.o 11 4.1 I? !.z L 5.+ Ls So ).+ 5.1 }.+ 1.z b ] + Ls Y.o },9 !.L • 1.' 7.9 2.9 7.9 1.9 t. 1.9 t.9 t.9 1.9 t 9 _ ��rs T.o 'S.1 }.6 1? 5.l ].s I.0 t.B 1? 1? 1 l I.+ ].1 L 1.+ 5.> 4- •_v 5.1 !.c L• 5. Lc to is 4.a La Le. c la 1+ S.9 i. 1s ]. t. 5+ s �.1 .z 7. 1.: l.v ].o .9 b.e 1.2 1.1 4s }.p 1. N 1.9 5.9 is 1. 1, .c b,1 i.e,v 1.1 1..N .+ 4.o S.1 1,5 b. 1 1.9 11 i .1 S.x 4. + k.z 4. ? r Sn 3.+ ).• z v b 1 Li b 1 z .1 21 S.o 5a 5, 4? I., .x .1 1., 1., is .v 41 M .e L p.• 5.+ 1a Y.o 4.1 }1 + }.e t.e 5.z Ss 5.+ 5�• ).e .e 1.+ 5. T' T.1 7:1-1.: 5.• i.v S.z 4-s Lz t/ '' pg Y�h� .z .9 Sn iv 1s 5.1 4s s 4.+ S.x 5.1 5.z 5.+ 11 i1 1.1 i -S 1.4 5.2 S.s 1.3 5.3 51 1.3 5.1 %A 5.z 1v 3.1 1? 1.1 !., S.L 1.2 S.v 5-+ 1.3 PS € 1.1 S.1 S.z Yo S.v !.+ .+ to 1A 5-2 S.s Lc 5'< 5.6 1.6 5.3 5-0 I., 1" �.a 1., I.. S.+ 1., 5.x 1., 1, b.i:nf b.z S.. 1.4 ]v }_1 io2 4+ I., 1+ k.L J, + is 1.1 1.a I.. !.a 1 1.1 %.1 Ss 1.1 SA 1.z 1.1 be 1 4 4.c la 1. Yr.+ t-c 4o i.o t.e !.L 1 : 4.v 5s 5.e i.9 5 v t0 t.z 1.0 1.+ 1.z 1.1 S.z b. ' Lz 4s P Pi I t. }+ SA S. t.o 5.> Lc t 1.1 4o S.L S.z a - - L b., 1+ I.. Le 1., i.a .e a S.L Ss L9 S.v 4.c t.z-}.e '.:`71-4- 1.2 I.. %.I S.s .z .1 i• J• y Y .x Lc to !.c 4s 4a 1.. 1.. 1.+ 5-0 !.v 4.v n .1 n s 1.1 1.1 le 1.1 le 1.9 t? 10 1., i-, to t.a .c 1.+ l.a l.a 1.+ Le '_ I j .z 5.0 1.1 Sa la I.. 1.• 1.4 la 1.1 7.1 is l.z .z to 1.. 1.1 1.1 1.3 b-9 l.e !-+ 5a 11 5.0 4.1 + b.l I I i� 1 is S.o 1.z Lc i? l.z to LL t.x i.l 1.1 .0 t.a 1.4 1.1 1.1 i.z b.e 4-z 5.+ 1, LI Sn LL '1 b.v I _ S.z P1 1.+ 1.. Is 1.. I.L 1.2 1.+ la 1.+ .1 to t+ 1.+ l.a la I De 4.+ io l.o !.v [L `ti.i 1.s 6.� e 3.3 e 5. '5f 1A -3i 15, � 11 1.+ 1.1 }-x I.9 1 t.o S-1 5-• 4.+ s + a t- la i i-1 14. v .1 L+ b.9 la }.o T.e 1 ].• i.x Ya ii.p S.a S 4.1 Ls 1. P1 ks S.• .a la t t.v is 1.z 11 yye c 'dci�ti Sa in 14.1 i-a Sa s A.+ .s 2.x Ss 5a S.e t.a 1.1 1.. 1.. 1, 1..1.1.+ t+ Lz - a -1 Db `. 1 1.9 4.c S.L 40 4.0 1.2 b.• I.. 1.e I? S., is Sa S.• 1.1 Ls S.L 1.z I.s to }.a b.a ).L 4.z is 5.c 1.1 1.s I.+ 5A 1.. 1.1 l.o 1.2 4.L I-1 1.1 1.1 b.1 b.s 4-v SA 1A L1 1.x S.o S.9 5.1 Ss lc 11 1.3 is 5.1 S.z 1.1 1.z I.. F `' ,r P1 i b.v Dn bl l.o la .9 bo WA b.z b.z 14 b.1 ba b.. b.s b, Da b.+ b.• 1,1. zil., S.c S.1 S ii.v 5.c 5.: 5.• 1+b.x b bs bsW.L b.. b.o b, b-o b-v 1, b.o b.o a a 1.b.o %, b ba .z b.z b-I bd[?'b.o , b.o b.e �b.v b.v b.o a .e 1.+ i.e S. 5-+ Ss is A., ` + b.e S.9 1,b.o b.. n b-L b.L b.L DL %-I IA t-v b.o b.v b.e D.o b.v t, b.o n L+ 5.1 S": .1 �z �jy S.. 5.x 1.1cb.a t.o D.e b.v b.v b.L ba b.v b.l b-v b.o b.v b.e b.o b.p b.v b.v s t.c 5.0 t.v .-+ to i., t.a 5e t? to Lc L+ Lo b.a b.o b.v b.o b.v b.o b.o b.a t, b.o b, b.v t., b.v b.v b,o b.0 b.o b.o b.o $.. b.o b.o b.L .z a - t.v b.e I.. I.. I.. b.9 b.9 be ba GENERAL NOTES am�«mm•`mzmi a. n�vww a�«m �a•ma pcmwr-x m, d m�i Az wm m'ruvmanz sx w.a r yr of LlUnIrVLC DRJC WC I MIL LIGHT FIXTURE SCHEDULE 111[ •pp�lx•I R190 Imo• 1111 On. all•a�•CM tlrYx••�x •. rsw nErmar 3¢���-m we��M W arrIX � •..vomz r �®s.,•: w+.a wr..c .�..os�a.a...a avw asw� xs. as nv v ®c wvu �eatures & Specifications opeol swm . Srm�9un.an w. p«amml•9q;•d••1e9wn:amrrlua9p 90iral wMrd wNi xn IrAWbeE W+Ib paEe IiM rxYOad+E WIIW U«n9«,n r rnvce0a0. •Rv«mpy ii ne �d 94� «••b+®m1al mgee0 M,My n IFS tyg6 2 .3 9Y 7.M • semr a«rzl vum+u Does �,d Mlo., w wza.m yew cm.Iase rygnl Ipm rnmmM:wi o191`� •Zeo upg0l. . ba40k n 5.Mpl( x0]JR. WYd atl Z'M Nw InnwraNrn V•:.W31 Cxa1x,. N•n avaade Rpsprn :9Menm enx+mn vlb emmM all.- •lov m,.m cnl w,a .I«pyN Lovm IiLI oplM mYtl! I«Ws 45ipmtIL MIIgYI sx,Aimp suer sMe cenarmx,rce See pqe Sror mws UeolLL EhNkal • xVa'9wl«nlsn'AbFMIWiPF"ra9xN.4tl+r'ggp. L41'CRM are os. revm+rml. wvbcom •arw ammap r,o : � romrl avm•m. •SUIMra ulrnerul vana9e trEo-zn v[I I,qu1562p xz«oerwnzi rMa, i, vase (snaat van. • W Gk,YM Lh araJY xNyISN IUIIM YI,RMO Ln Ap4 • rm rmw.c suenm: aqp •ow+maawemm� +o•[ ro sve ImFw.ra'sl +a snm aId•o•mwm.ac. •Po•a hnor.90 •m9W0wnrl6y bA.w • Flle rwl®ol+ sw m«•IXrM ary mm♦In 9 ns!! P411 C Is u9•br Ipr 9NSxnFf E cp-a r 11. • xyNeRdy IFDs ,TYnM Iv ned M drew bV e b ni61O V ealvloon •ixmwl ekcxywNtlxnpc rp b trylwx, •carnWrcvn art M1yerneeab 9vIXy mlwW b1nLL,•n I+YR m_ wm <f1,Yb4 o-ll.zrrr+m«�m•+s R "- � AARRRAA � 2ns'lera UBP. AIM effri Product Dimensions aR III 1 ITp,yply I r ill Ixsvl _ �3 �a q•YI Iron +a•r an" 1r �_ I ileri I�r Tom a- x W 0 J ^_ Z� Q z aw Z ILLLL W F- � W Q 0W LL 0 ; ��NOTOMETRIC SITE PLAN -MAINTAINED EO.2 m I. 0 \ \ 1 �T \ -T ul � I 1 I I 1 i — --- \----- \ F I I�===_�==='+1 IFS \ \ ` \ \iIOAVA \ S =�II—�I I T-1 �► ice' �� ��� i► eeeee ee e ! I 1 J-BOX ABOVE MILIN J1 b Y TEN; Xtl Uj tl"i -r - N I. W OPTION ] - FULL ALPHA PANNING NUMBER OE PARKING STALLS - 181 STALLS CONSTRUCTION COST ESTIMATE REMOVALS i 29,91.5.00 EROSION CONTROL 7.1MLOO EARMWORK 52,70O.00 PARKING LOT 262,245.00 STORM SEWER 119,000JOO RESTORATON 18,450.00 TOTAL S495.480.00 WIM IM CONTINGENCY S515.028.00 TIME FRAME WATERSHED - MLEY PURGATORY BLUFF MEET( PERMITS DUE 50 BUSINESS DAYS (6 WEEKS) PRIM TO BOARD MEETING, WHICH IS HELD ME FIRST WEMESDAY OF ME MMM. CITY - CITY Of MANHASSEN INTERIM USE PERMIT REQUIRED FM MADING ACTWTY IN EXCESS a 1,000 CY PERMITS REOUIRE A MINIMUM M 60 DAYS FM PROCESSING AND CITY COUNCIL APPROVAL _ — — - STATE HI HWAY N0. 5 I PROPOSED PAWING STALLS -- OFFICE BUILDING 2in > > > OFFICE BUILDING 1 4 E-7I • , I • �_ : I-�-- _-� QD csII ,/ D 1111111iliff RETAKING WALL PIN 2542NO20 EXISTING PARKING: 298 REGULAR PARKING STALLS 1 r 3 MOTORCYCLE STALLS _ 2 HANDICAP STALLS PROPOSED PARKING ADDITION: r 3.9 REGULAR PARKING STALLS L I HANDICAP STALL LIFETIME 5-FOOT TETAINING WALL PARKING STALLS r 4-FOOT RETAINING WALL= — 2900 CORPORATE PUCE PIN 254280030 EXISTNG PARKING (AFTER COAIPLEICN OF BUILDING): 301 REGULAR PARKING STALLS 8 HANDICAP STALLS PROPOSED PARKING AUCTION: 49 REGULAR PARKING STALLS /-7 y/I // A 2907 CORPORATE PLACE PIN 254280010 EXISTING PARKING: 468 REGULAR PARKING STALLS 10 HANDICAP STALLS PROPOSED PARKING ADDITION: A REGULAR PARKING STALLS 2 HANDICAP STALLS PROPOSED STALLS 18' LONG X 9' WDE ,RIW AISLES 26' WIDE If /iDUNO t/Y gH�EALTTHY' WAYOFLIFE tllUlBG � Q{GI(I�{{{� LL J C .K LOG _ IL II C1.00 Storm water Project Narrative Life Time — Healthy Way of Life 2970 Water Tower Place Parking Lot Addition June 24, 2019 Life Time is proposing an approximately 69,850 square foot parking lot expansion at their site located at 2970 Water Tower Place located in Chanhassen, Minnesota. The project includes associated storm water modifications to accommodate the parking lot expansion. The total disturbance area of the project is 92,700 square feet, with an area of impervious surface that is either created or disturbed of 71,645 square feet. Life Time is also proposing to expand the parking surface of their complex to the north of 2970 Water Tower Place. They are proposing to add parking on the north and south side of the existing properties located at 2901 Corporate Place, 2902 Corporate Place, and 2900 Corporate Place. The drive aisles would remain the same and head -in parking would be added. The existing surface consists of grass and landscaping on a 4:1 slope. The surface would be flattened to allow for a 5% parking surface and the soil would be retained with a wall. The proposed impervious surface to be added is 16,438 square feet. The project is located within the City of Chanhassen and the Riley Purgatory Bluff Creek Watershed District. The disturbance area is also of sufficient size to require a NPDES permit. The plans detail the work to be completed. The Watershed has two rules that the proposed work will trigger. The following summarizes those rules: Rule C: Erosion and Sediment Control Rule C: Erosion and Sediment Control of the Watershed is triggered by the excavation volume and ' disturbance area required for the parking lot construction and parking stall expansion. The erosion control and sediment plan sheet details the erosion control measures to be used on the site, which ' include silt fence, bio-logs, a construction entrance, and inlet protection. Biologs will be installed at the perimeter of the disturbance limits where the surface is pavement. Rule J: Stormwater Management Rule J: Stormwater Management of the Watershed is also triggered. The requirements apply to the disturbed and newly created impervious surface of 71,645 square feet for the alpha field and 16,438 square feet of impervious at the complex off of Corporate Place. The following criteria are required to be met as part of the project: 1. The peak runoff rates must be limited to existing conditions for the two, ten, and hundred year storm events using Atlas 14 rainfall data. All of the project area discharges to an existing storm sewer system and the drainage area will remain unchanged. In the proposed conditions an underground system is proposed for rate and treatment measures on the property located at 2970 Water Tower Place. CITY OF CHANHASSEN RECEIVED JUL 19 2019 CHANHASSEN RAW DEFT Soil borings have been taken that indicate the on -site soils are sandy lean clay (CL), which are classified as hydrologic ground D. Curve numbers in the HydroCAD report reflect the D soils on - site. A HydroCad model indicates the following results for rate control: HyrdroCAD Results Storm Event Existing Rate (cfs) 2970 Water Tower Place Proposed Rate (cfs) 2970 Water Tower Place 2-Year 3.81 0.96 10-Year 7.04 3.37 100-Year 13.47 11.43 10 Day Snow Melt 0.59 0.40 Storm Event Existing Rate (cfs) Life Time Complex Proposed Rate (cfs) 2970 Water Tower Place 2-Year 77.74 77.74 10-Year 126.35 126.35 100-Year 212.09 212.09 10 Day Snow Melt 4.37 4.37 As noted above the proposed rate of runoff is less than existing for the required storm events. The complex was modeled as one overall site given the one exit point from the three sites at Corporate Place. The additional parking stall impervious surface is minor given the size of the site and does not have an impact on the discharge rates. 2. The project must provide for the abstraction on -site of 1.1 inches of runoff from the impervious surface. The area of impervious surface disturbed to native soils or created as part of the project is 71,645 square feet with an additional 16,438 from the complex area. Soil borings have been taken on the site as part of previous projects and on Life Time's properties to the north. Braun's geotechnical evaluation report dated July 3, 2013 indicates that the soils on the site consist of fill and sandy lean clay (CL). These soils are classified as hydrologic soil group D with an anticipated infiltration rate of 0.06 inches/hour as per the Minnesota Stormwater Manual. In addition, American Engineering Testing, Inc. provided a letter on January 17, 2017 specifically related to stormwater infiltration rates for the property directly to the north of the proposed parking lot addition. The soil types in this letter were also identified to have an infiltration rate of 0.06 in/hour and further stated that infiltration was not feasible. An e-mail from the Geotechnical Engineer is also attached to this report indicating that they would recommend an infiltration rate closer to 0.006 in/hour. Based on the soil boring information in general infiltration is not practical given the site conditions. The NPDES storm water permit also states that infiltration is prohibited in areas of predominately hydrologic soil group type D soils. Life Time reviewed different options to meet the infiltration requirement on a restricted site. The green space within the area has significant slopes and mature vegetation with clay soils and so utilizing that area for irrigation or reuse of some type is not feasible. The majority of the site is impervious surface that is not irrigated. Given the volume that is required to be infiltrated rain barrels are also not a feasible solution. As a result, biofiltration is proposed. The total area required to be treated under this scenario is: 1.1" x V/12" x 88,083 sf = 8,075 cf All of the properties where improvements are proposed ultimately discharge to the existing ' storm sewer system in Century Boulevard. In an effort to minimize additional pavement disturbance Life Time is proposing to complete the required filtration for all of the created or newly disturbed pavement within the underground system at 2970 Water Tower Place. This will ' require a request for a variance under Rule K. The variance is being requested to provide bio- filtration of an area equal to the impervious surface created on the Corporate Place proprieties ' by redirecting a portion of the existing parking lot to the east of 2970 Water Tower Place. The area of biofiltration provided in the underground system is noted in HydroCAD as the ' storage area below the outlet pipe at 997.05, which is 8,110 cf. This volume will be filtered through a one -foot sand section. The variance being requested is the ability to not treat all of the impervious surface directly at the site, but to combine the treatment into one large system. The required volume will still be provided and there will be no adverse effects downstream as all of the storm water runoff eventually reaches the same discharge location. One large practice ' will be more efficient and easier to maintain than three or four separate systems. It will also minimize disturbance during construction as additional pavement removal would be necessary. 3. The project must provide for at least sixty percent annual removal efficiency of phosphorus and at least ninety percent annual removal efficiency for total suspended solids from the site runoff. This is proposed to be achieved within the underground system. P8 was utilized to model the removal efficiency of the system. Below are the results from the model. Variable OVERALL StormTech Infiltration Area Draintile P0% 71.6 47.7 50.0 P10% 98.1 98.1 P30% 99.7 99.7 P50% 100.0 100.0 P80% 100.0 100.0 TSS 99.5 99.5 TP 91.4 84.6 50.0 TKN 88.7 79.6 50.0 CU 92.0 85.6 50.0 P13 96.9 94.7 50.0 ZN 75.5 54.9 50.0 HC 96.9 94.7 50.0 Low Floor No structure may be constructed such that its lowest floor elevation is less than 2-feet above the 100- ' year event flood elevation and no stormwater management system may be constructed or reconstructed in a manner that brings the low floor elevation of an adjacent structure into ' noncompliance. The existing building has a finished floor elevation of 1004.57. The 100-year peak elevation of the storm tech system is 999.40. ' DWSMA & ERA The site is not within an Emergency Response Area and Drinking Water Supply Management Area as ' indicated on the attached map from the Minnesota Pollution Control Agency. Summary tBased on the constraints of the existing soil conditions standard infiltration practices are not practical to meet the required Watershed requirements. Therefore, the site is being proposed with an underground t stormwater facility that will provide the required treatment over the same volume. Rate control is also managed through the facility. HydroCAD and P8 model results have been provided to document that the necessary requirements are being met. 6/22/2019 4:28:10 PM Emergency Response Areas Drinking Water Source Contamination Vulnerability Very High Stormwater Mapping Tool - MS4 Program !.i Landscape -�!tPC RATE PL Arbcreturn COULT'_i TOWER PL i 1 JO 4 K 1 2 U V n e r r High Very Low ❑ MS4 - Watershed District 1:9,028 0 0.05 0.1 0.2 mi Moderate ❑ MS4 - MNDOT ❑ MS4 -City or Township 0 0.07 015 0.3 km Minnesda Pollutan Control Agency, Es HERE. Ge n. (U Low ❑ MS4 -County ❑ MS4 -Non-traditional WeG Appepil0er Iw ArcG15 _ NW. HERE. Garmin. INCRE� P. NGA, e I Miiwe_ Pollutwn Conlrq Age J"HERE JM NOAA Atlas 14, Volume 8, Version 2 ' Location name: Chanhassen, Minnesota, USA' rt`! ?t Latitude: 44.8595°, Longitude:-93.596' E( ® Elevation: 1007.14 ft" t { - source ESRI Maps --•� - source- USGS POINT PRECIPITATION FREQUENCY ESTIMATES Santa Pence. Deborah Mahn, Sandra Pavlovic, Ishani Roy, Michael St laurent. Carl Trypaluk. Dale ' UnnN. Michael years. Geonery Bonnin NOAA. National Weather Service, Silver Song, Maryland PF tabular I PF graphical I Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)' Averilge recu�Interval Duration�� 1 2 5 10 D 25 �aril 50 100 ��0� 200 500 1000 1 0.423 1 0.537 0.638 0.784 0.904 1.03 1.16 1.35 1.49 Smin]0.356 (0.275-0.462) (0.326-0.549 0.414-0.698 0.488-0.832) (0.585-1.06) (0.657-1.23 (0.724-1.42 0.785-1.63 (0.876-1.93 0.945-2.15) 10.min 0.521 0.619 0.786 0.934 1.15 1.32 1.51 1.70 1.97 2. 99 (0.403-0.677) (0.478-0.803 (0.606-1.02) (0.715-172) (0.856-1.55) (0.%3-1.79 (1.06-2.08) (L15-2.39) (1.28-2.82) (1.38-3.15) 'Smin 0.4902 825 0.583-0.980 0: 39-125 0.872-4148 2-1 7.04 89 1.1782.19 1.29-%2.53 1: 002.91 1.56�44 1: 983.84 94 30.min 0: 909Li6) 0922-1.38 1.05�77 1.2482.11 1: 902.69 (1: 8 9.t3 1.85-3.63 2.0194.18 225-u4.95 2.43---SS3) 1.t61.38 1.77 2.172.68 3.15 366 4.214.99 5.63(0.898-1.51) IMMI (1.06-1.79) (1.36-2.30) (1.63-2.78) (2.01-3.65) (2.30-4.30) (2.58-5.07) (2.85-5.94) (3.26-7.t7) (3.56-8.11) 1. 99 2.18 264 3.37 3.99 468 543 652 742(1.32-217) (1.70-2.80) (2.05-3A7) (2.57-4.55) (2.96-5.41) (3.35-6.44) (3.73-7.62) (4.31-9.31) (4.75-106) IF 3-hr t26 .03 1.488239 1.9003.09 2.31 -9178 2.9485.14 3. 1-6.18 3.89 70.40 4.38�8.83 5.116 0.9 5.668 2.5 6-hr 1.5082.36 1: 5 278 2. 583.57 2.74�37 3.5045.99 4: 837..21 4.68-871 529-10.4 6.20- 3.0 6.89 14S) 2.13 2.52 3.25 3.94 5.01 5.94 6.% 8.07 9.89 11.0 12-hr (H�]1 .72-2.64) (2.03-3.12) 11 (2.61-4.04) 1 (3.15-4.91) (394-6,56) (454-T82) (5A3-9.32) (5.71-11.0) (6.59-13.5) (7.25-154) 24hr 2.49 (2.04-3.05) 2.86 (234-3.50) 3.56 (2.90-6.37) 4.24 (3.4d-5.22) 5.33 (4.25-6.901 6.28 (4A6-8.17) 7.32 (5.47-9.71) 8.49 (6.08-11.5) 10.2 (7.01-14.1) 11.6 (7.72-16.0) 2-day 2A21 --350 2: 0.3.93 325 77 3. 965.60 4.807029 5.2268.58 S.Bh 0.1 8.16-11.9 .42-14.6 8.15�16.6 34ay 2.63'3.77 2.95-4.24 3.56 j5.14 4.12�01 4.951072 5.58A.01 6.20'0.8 6.81-32.4 .75-15.0 8.46-17.0 3.34 3.78 4.58 5.33 BAB 7.47 8.55 9.73 11.4 12.8 4-0ay 2.81-3.98) 1 (3.17-4.50) 3.83-5.47) 1 (4.43-6.39) (5.5-8.13) (5.91-9.44)11(6.53-11.0 12-12.8 .03 8-15.4) (8.72-174) 3.87 4.40 5.33 6.77 7.41 9.53 10.7 12.3 13.7 7•day (3.29-4.56) (3.73-5.18) (4.51-6.30) (5.18-7.31) (6.06-9.13) 2. ) (6.72-10.5 ( 7.33-12.1 J ( 7.89-13.9 1 (8.75-16.5 ) (9.40-184 1 10-day 4.39 (3.75-5.13) 4.97 (4.25-5.82) 5.98 (5.09-7D2) 6.87 (5.81-&09) 8.76 (6.70-9.95) 9.21 (7.38-11.4) 10.3 (7.97-13.0) 11.5 (8.50-14.8) 13.1 (9.32-17.4) 14.4 (9.94-19.3) 20-0ay 5.19-691 5.80- .73 6.8089.12 7.61- 0.3 &51012.3 9.20- 3.8 9.74-15.5 102 18.3 1 9519.8 11A621.6 30-0ay 7.39 8.24 9.62 10.7 22.3 13.4 44.8 55.7 17.2 18.3 8.45-&") 7.19-9.43 8.36-11.0 9.28-12.4) (10.2-14.5)11(10.9-16.1 11.4-17.9 11.8-19.8 12.4-22.2 1 45-day 8.18 (8.08-10.4) t0.3 (9.03-11.7) 12.0 (10.5-13.6) 13.3 (11.6-15.2) 15.1 (12.6-17.6) 16.4 (13.4-19Aj 17.8 (13.9-21.4) 18.8 (14.2-23.5) .7-2 114.7-Z8.0) .21-3 1-2 (15.1-27.9) 80.day 12.1 14.7 15.7 17.8 19.2 20.5 21.8 23.3 24.2 910.7 ( .50-12.1) (107-13.fi) (12.6-160) (138-179) (149-206) (158-22.6) (16.3-248) (16.5-27.0) (17.0-29.7) (17.3-31.7) t Precipitation frequency (PF) estimates in Nis table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability Nat precipitation frequency estimates (for a given duration and average recurrence interval) will be greater Nan the upper bound (or less than me lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more mfomatian. Back to Too It �u�lAa 3 i 7 li � �� iineA rL�s • � � � H DYNE s L m wHEALTHY WAYOFLIFE ilL[AIN4 4 A1f0(AAFS� ' M ve z O t= � a Va 5WZ zm Z Y WSaw ow, Q Of v< w a�x 30 h 00 q N LL rn J N qUW W LOG a�. a ,�:.. w oll z � I X w �EX.1 I u u[ o cwmmuna nn[ O2Ex2Prop Complex Complex Underground 1 Ex OPrOP Ex Alpha Area to System Sutxat ReachZ 4on Link Chanhassen Complex 061319 MN-RPBCWD_v1_At1as14_24-hr2y_S1 2y 24hr Rainfall=2.86" Prepared by {enter your company name here} Printed 6/25/2019 HydroCAD® 10.00-24 s/n 04154 © 2018 HydroCAD Software Solutions LLC Paae 2 Summary for Subcatchment 1 Ex: Ex Alpha Runoff = 3.81 cfs @ 12.44 hrs, Volume= 0.402 af, Depth= 1.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr2y_S1 2y 24hr Rainfall=2.86" Area (sf) CN Description 26,259 98 Paved parking, HSG D 90,481 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 86 Weighted Average 90,481 66.45% Pervious Area 45,692 33.55% Impervious Area Tc Length Slope ' (min) (feet) (fuft) 33.2 300 0.0250 ' 0.2 33.4 1 4- ' 3- 40 0.0400 340 Total Description 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 4.06 Shallow Concentrated Flow, Paved Kv= 20.3 fos Subcatchment 1Ex: Ex Alpha 110 120 130 Time (hours) MN-RPBCWD_v1_At1as14_24-hr2y_S1 2y 24hr Rainfall=2.86" Runoff Area=136,173 sf Runoff Volume=0.402 of Runoff Depth=1.54" Flow Length=340' Tc=33.4 min CN=86 ■ Runoff Chanhassen Complex 061319 MN-RPBCWD_v1_At1as14 24-hr2y_S1 2y 24hr Rainfall=2.86" by {enter your company name Summary for Subcatchment 1 Prop: Area to System Runoff = 12.28 cfs @ 12.06 hrs, Volume= 0.529 af, Depth= 2.03" Printed 6/25/2019 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr2y_S1 2y 24hr Rainfall=2.86" Area (sfl CN Description 71,645 98 Paved parking, HSG D 45,095 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 92 Weighted Average 45,095 33.12% Pervious Area 91,078 66.88% Impervious Area Tc Length Slope Velocity Capacity Description 2.1 35 0.3300 0.27 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 2.0 220 0.0310 1.81 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 4.1 255 Total 'a v Subcatchment 1 Prop: Area to System 110 120 130 Time (hours) MN-RPBCWD_v1_Atlas14_24-hr2y_S1 2y 24hr Rainfall=2.86" Runoff Area=136,173 sf Runoff Volume=0.529 of Runoff Depth=2.03" Flow Length=255' Tc=4.1 min CN=92 ■ Runoff ' Chanhassen Complex 061319 MN-RPBCWD v1_Atlas14_24-hr2y_S1 2y 24hr Rainfall=2.86" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Ex: Complex Runoff = 77.74 cfs @ 12.10 hrs, Volume= 4.044 af, Depth= 2.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr2y_S1 2y 24hr Rainfall=2.86" Area (sf) CN Description 285,472 80 >75% Grass cover, Good, HSG D 711,332 98 Paved parking HSG D 996,804 93 Weighted Average 285,472 28.64% Pervious Area 711,332 71.36% Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 Concrete pine. bends & connections 7.7 880 Total Subcatchment 2Ex: Complex Hydrograph Time (hours) ■ Runoff ' Chanhassen Complex 061319 MN-RPBCWD_v1_At1as14_24-hr2y_S1 2y 24hr Rainfall=2.86" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Prop: Complex Runoff = 77.74 cfs @ 12.10 hrs, Volume= 4.044 af, Depth= 2.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr2y_S1 2y 24hr Rainfall=2.86" Area (sf) CN Description 269,034 80 >75% Grass cover, Good, HSG D 727,770 98 Paved parking HSG D 996,804 93 Weighted Average 269,034 26.99% Pervious Area 727,770 73.01% Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r— 0.38' n= 0.013 Concrete Dipe. bends & connections 7.7 880 Total Subcatchment 2Prop: Complex 70 80 90 100 110 120 130 Time (hours) MN-RPBCWD_v1_Atlas14_24-hr2y_S1 2y 24hr Rainfall=2.86" Runoff Area=996,804 sf Runoff Volume=4.044 of Runoff Depth=2.12" Flow Length=880' Tc=7.7 min CN=93 ■ Runoff ' Chanhassen Complex 061319 MN-RPBCWD_vl_Atlas14_24-hr2y_S1 2y 24hr Rainfall=2.86" Prepared by (enter your company name here) Printed 6/25/2019 Summary for Pond 1 P: Underground Inflow Area = 3.126 ac, 66.88% Impervious, Inflow Depth = 2.03" for 2y 24hr event Inflow = 12.28 cfs @ 12.06 hrs, Volume= 0.529 of Outflow = 0.91 cfs @ 13.02 hrs, Volume= 0.529 af, Atten= 93%, Lag= 57.3 min Primary = 0.91 cfs @ 13.02 hrs, Volume= 0.529 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 997.35' @ 13.02 hrs Surf.Area= 28,442 sf Storage= 11,544 cf Plug -Flow detention time=187.3 min calculated for 0.529 of (100% of inflow) Center -of -Mass det. time= 187.3 min ( 979.1 - 791.8 ) Volume Invert Avail.Storage Storage Description #1 996.60' 9,991 cf 54.35'W x 261.66'L x 3.00'H Prismatoid 42,664 cf Overall - 17,687 cf Embedded = 24,977 cf x 40.0% Voids #2 996.60' 17,687 cf ADS_StormTech SC-740 +Capx 385 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 385 Chambers in 11 Rows #3 996.10' 2,844 cf 54.35'W x 261.66'L x 0.50'H Prismatoid _ 7.111 cf Overall x 40.0% Voids 30,522 cf Total Available Storage Device_ Routing Invert Outlet Devices #1 Primary 997.05' 18.0" Round Culvert L= 22.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 997.05' / 996.90' S= 0.0068'P Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf #2 Primary 995.10' 4.0" Round Culvert L= 22.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.10' / 995.00' S= 0.0045 T Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.09 sf Primary OutFlow Max=0.91 cfs @ 13.02 hrs HW=997.35' (Free Discharge) L1=Culvert (Barrel Controls 0.41 cfs @ 2.47 fps) 2=Culvert (Barrel Controls 0.49 cfs @ 5.67 fps) Chanhassen Complex 061319 MN-RPBCWD_vl_Atlas14_24-hr2y_S1 2y 24hr Rainfall=2.86" Prepared by {enter your company name here} Printed 6/25/2019 Pond 1P: Underground ■ InBow ■ Primary Inflow Area=3.126 ac Peak Elev=997.35' Storage=11,544 cf 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Time (hours) ' Chanhassen Complex 061319 MN-Snowmelt 10d 100yr 1ODay Rainfall=7.20", AMC=4 Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 1Ex: Ex Alpha Runoff = 0.59 cfs @ 121.54 hrs, Volume= 1.812 af, Depth> 6.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-Snowmelt_10d_100yr 10Day Rainfall=7.20", AMC=4 _ Area (sf) CN Adi Description 26,259 98 Paved parking, HSG D 90,481 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 86 98 Weighted Average, AMC Adjusted 90,481 66.45% Pervious Area 45,692 33.55% Impervious Area Tc Length Slope Velocity Capacity Description 33.2 300 0.0250 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 0.2 40 0.0400 4.06 Shallow Concentrated Flow, Paved Kv= 20.3 fps 33.4 340 Total Subcatchment 1Ex: Ex Alpha o.s 0.6 MN-Snowmelt 10d 100y 0.55 10Day Rainfall=7.20" o. AMC=4 ' 0.4 04 Runoff Area=136,173 sf 4 0.3& Runoff Volume=1.812 of ' s 0.3 Runoff Depth>6.95" LL 0.25 Flow Length=340' ' 0.2 Tc=33.4 min 0.1 AMC Adjusted CN=9 0.1 0.06 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 ' Time (hours) ■ Runoff Chanhassen Complex 061319 MN-Snowmelt 10d 100yr 10Day Rainfall=7.20", AMC=4 Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 1 Prop: Area to System Runoff = 0.60 cfs @ 121.23 hrs, Volume= 1.813 af, Depth> 6.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-Snowmelt_10d_100yr 10Day Rainfall=7.20", AMC=4 Area (sf) CN Ado Description 71,645 98 Paved parking, HSG D 45,095 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 92 98 Weighted Average, AMC Adjusted 45,095 33.12% Pervious Area 91,078 66.88% Impervious Area Tc Length Slope Velocity Capacity Description 2.1 35 0.3300 0.27 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 2.0 220 0.0310 1.81 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 4.1 255 Total Subcatchment 1 Prop: Area to System ■ RunoR 0I I MN-Snowmelt_10d_100yr 0.55 10Day Rainfall=7.20" 0.5 AMC=4 ' 0.45 Runoff Area=136,173 sf 0.4 0.35 Runoff Volume=1.813 of ' a 0.3 Runoff Depth>6.96" 0.25 Flow Length=255' ' 0.2 Tc=4.1 min 0.15 AMC Adjusted CN=9 0.1 ' 0.05 ' 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 1 Time (hour:) ' Chanhassen Complex 061319 MN-Snowmelt 10d 100yr 10Day Rainfall=7.207, AMC=4 Prepared by (enter your company name here) Printed 6/25/2019 HvdroCAD® 10.00-24 s/n 04154 n 201 R HvdmC.AD Software Solutions LLC Pane 10 Summary for Subcatchment 2Ex: Complex Runoff = 4.37 cfs @ 121.26 hrs, Volume= 13.271 af, Depth> 6.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-Snowmelt_10d_100yr 10Day Rainfall=7.20", AMC=4 Area (sf) CN Adi Description 285,472 80 >75% Grass cover, Good, HSG D 711,332 98 Paved parking, HSG D 996,804 93 98 Weighted Average, AMC Adjusted 285,472 28.64% Pervious Area 711,332 71.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r- 0.38' n= 0.013 Concrete rke. bends & connections 7.7 880 Total Subcatchment 2Ex: Complex ■ Runofl M N-Snowmelt_10d_100yr 10Day Rainfall=7.20" AMC=4 3 Runoff Area=996,804 sf Runoff Volume=13.271 i Runoff Depth>6.96" LL 2 Flow Length=880' Tc=7.7 min AMC Adjusted CN=9V 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 1 Time (hours) Chanhassen Complex 061319 MN-Snowmelt 10d 100yr 10Day Rainfall=7.20", AMC=4 Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Prop: Complex Runoff = 4.37 cfs @ 121.26 hrs, Volume= 13.271 af, Depth> 6.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-Snowmelt_10d_100yr 10Day Rainfall=7.20", AMC=4 _ Area (sf) CN Ado Description 269,034 80 >75% Grass cover, Good, HSG D 727,770 98 Paved parking, HSG D 996,804 93 98 Weighted Average, AMC Adjusted 269,034 26.99% Pervious Area 727,770 73.01% Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 Concrete pipe, bends & connections 7.7 880 Total Subcatchment 213rop: Complex Hydrograph ■ Runofl MN-Snowmelt_10d_100yr 10Day Rainfall=7.20" AMC=4 3 Runoff Area=996,804 sf z Runoff Volume=13.271 a Runoff Depth>6.96" LL 2 Flow Length=880' Tc=7.7 min AMC Adjusted CN=9 70 80 90 100 110 120 130 140 rime (hour) Chanhassen Complex 061319 MN-Snowmelt 10d 100yr 10Day Rainfall=7.20", AMC=4 Prepared by {enter your company name here} Printed 6/25/2019 ' Summary for Pond 1 P: Underground ' Inflow Area = 3.126 ac, 66.88% Impervious, Inflow Depth > 6.96" for 10Day event Inflow 0.60 cfs @ 121.23 hrs, Volume= 1.813 of Outflow - 0.40 cfs @ 123.39 hrs, Volume= 1.813 af, Atten= 34%, Lag= 129.5 min Primary = 0.40 cfs @ 123.39 hrs, Volume= 1.813 of ' Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 996.64' @ 123.39 hrs Surf.Area= 28,442 sf Storage= 3,279 cf ' Plug -Flow detention time= 27.5 min calculated for 1.813 of (100% of inflow) Center -of -Mass det. time= 25.3 min ( 7,404.8 - 7,379.4 ) Volume Invert Avail.Storage Storage Description #1 996.60' 9,991 cf 54.35'W x 261.66'L x 3.00'H Prismatoid 42,664 cf Overall - 17,687 cf Embedded = 24,977 cf x 40.0% Voids #2 996.60' 17,687 cf ADS StormTech SC-740 +Capx 385 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 385 Chambers in 11 Rows #3 996.10' 2,844 cf 54.35'W x 261.661 x 0.50'H Prismatoid 7,111 cf Overall x 40.0% Voids 30,522 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 997.05' 18.0" Round Culvert L= 22.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 997.05' / 996.90' S= 0.0068'/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf #2 Primary 995.10' 4.0" Round Culvert L= 22.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.10' / 995.00' S= 0.0045'P Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.09 sf Primary OutFlow Max=0.40 cfs @ 123.39 hrs HW=996.64' (Free Discharge) 1=Culvert ( Controls 0.00 cfs) L 2=Culvert (Barrel Controls 0.40 cfs @ 4.56 fps) Chanhassen Complex 061319 MN-Snowmelt lOd 100yr 1ODay Rainfall=7.20", AMC=4 Prepared by {enter your company name here} Printed 6/25/2019 t u 3 0 LL Pond 1P: Underground Hydrograph Time (hours) ■ Inflow ■ Primary I Chanhassen Complex 06131 MN-RPBCWD_v1_At1as14_24-hr10y_S1 10y 24hr Rainfall=4.24" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 1 Ex: Ex Alpha Runoff = 7.04 cfs @ 12.44 hrs, Volume= 0.720 af, Depth= 2.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr10y_S1 10y 24hr Rainfall=4.24" Area (sf) CN DescriDtion 26,259 98 Paved parking, HSG D 90,481 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 86 Weighted Average 90,481 66.45% Pervious Area 45,692 33.55% Impervious Area Tc Length Slope Velocity Capacity Description 33.2 300 0.0250 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 0.2 40 0.0400 4.06 Shallow Concentrated Flow, Paved Kv= 20.3 fps 33.4 340 Total Subcatchment 1Ex: Ex Alpha ■ Runoff MN-RPBCWD_vi_Atlasl4_24-hr10y_81 10y 24hr Rainfall=4.24" Runoff Area=136,173 sf Runoff Volume=0.720 of Runoff Depth=2.76" Flow Length=340' Tc=33.4 min CN=86 40 50 60 70 80 90 100 110 120 130 140 150 160 170 Time (houns) Chanhassen Complex 06131 MN-RPBCWD_v1_At1as14_24-hr10y_S1 Prepared by {enter your company name here} HvdroCAD@ 10.00-24 s/n 04154 © 2018 HvdroCAD Software Solutions LLC 10y 24hr Rainfall=4.24" Printed 6/25/2019 Summary for Subcatchment 1 Prop: Area to System Runoff = 20.20 cfs @ 12.06 hrs, Volume= 0.873 af, Depth= 3.35" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr10y_S1 10y 24hr Rainfall=4.24" Area (sf) CN Description 71,645 98 Paved parking, HSG D 45,095 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 92 Weighted Average 45,095 33.12% Pervious Area 91,078 66.88% Impervious Area ' Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity Description (cfs) 2.1 35 0.3300 0.27 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" ' 2.0 220 0.0310 1.81 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 4.1 255 Total Subcatchment 1 Prop: Area to System Hydrograph ■ Runoff Time (hours) Chanhassen Complex 06131 MN-RPBCWD_v1_At1as14_24-hr10y_S1 10y 24hr Rainfall=4.24" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Ex: Complex Runoff = 126.35 cfs @ 12.10 hrs, Volume= 6.586 af, Depth= 3.45" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1-Atlas 14_24-hr10y_S1 10y 24hr Rainfall=4.24" Area (sf) CN Description 285,472 80 >75% Grass cover, Good, HSG D 711,332 98 Paved parking, HSG D 996,804 93 Weighted Average 285,472 28.64% Pervious Area 711,332 71.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ff) (fUsec) (cfs) 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r- 0.38' n= 0.013 Concrete pipe. bends & connections 7.7 880 Total Subcatchment 2Ex: Complex Hydrograph Time (hour) ■ Rurwft Chanhassen Complex 06131 MN-RPBCWD_v1_ Atlas14_24-hr10y_S1 10y 24hr Rainfall=4.24" Prepared by {enter your company name here} Printed 6/25/2019 HydroCAD® 10.00-24 s/n 04154 © 2018 HydroCAD Software Solutions LLC Paae 17 Summary for Subcatchment 2Prop: Complex Runoff = 126.35 cfs @ 12.10 hrs, Volume= 6.586 af, Depth= 3.45" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hr10y_S1 10y 24hr Rainfall=4.24" Area (sf) CN Description 269,034 80 >75% Grass cover, Good, HSG D _ 727,770 98 Paved parking HSG D 996,804 93 Weighted Average 269,034 26.99% Pervious Area 727,770 73.01% Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 Concrete pipe. bends & connections 7.7 880 Total Subcatchment 213rop: Complex Hydrograph Time (hours) ■ Runoff t Chanhassen Complex 06131 MN-RPBCWD_v1_At1as14_24-hr10y_S1 10y 24hr Rainfall=4.24" Prepared by (enter your company name here) Printed 6/25/2019 HydroCAD@ 10.00-24 s/n 04154 ©2018 HvdroCAD Software Solutions LLC Paae 18 ' Summary for Pond 1 P: Underground ' Inflow Area = 3.126 ac, 66.88% Impervious, Inflow Depth = 3.35" for 10y 24hr event Inflow 20.20 cfs @ 12.06 hrs, Volume= 0.873 of Outflow - 3.34 cfs @ 12.35 hrs, Volume= 0.873 af, Atten= 83%, Lag= 17.5 min Primary = 3.34 cfs @ 12.35 hrs, Volume= 0.873 of ' Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 997.94' @ 12.35 hrs Surf.Area= 28,442 sf Storage= 17,845 cf ' Plug -Flow detention time=153.9 min calculated for 0.873 of (100% of inflow) Center -of -Mass det. time= 153.9 min ( 923.7 - 769.8 ) ' Volume Invert Avail.Storage Storage Description #1 996.60' 9,991 cf 54.35'W x 261.66'L x 3.00'H Prismatoid ' 42,664 cf Overall - 17,687 cf Embedded = 24,977 cf x 40.0% Voids #2 996.60' 17,687 cf ADS StormTech SC-740 +Capx 385 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap ' 385 Chambers in 11 Rows #3 996.10' 2,844 cf 54.35'W x 261.66'L x 0.50'H Prismatoid 7.111 cf Overall x 40.0% Voids t30,522 cf Total Available Storage Device Routing Invert Outlet Devices ' #1 Primary 997.05' 18.0" Round Culvert L= 22.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 997.05' / 996.90' S= 0.0068'P Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf ' #2 Primary 995.10' 4.0" Round Culvert L= 22.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.10' / 995.00' S= 0.0045'P Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.09 sf nmary OutFlow Max=3.34 cfs @ 12.35 hrs HW=997.94' (Free Discharge) 1=Culvert (Barrel Controls 2.78 cfs @ 3.68 fps) ' 2=Culvert (Barrel Controls 0.56 cfs @ 6.44 fps) t Chanhassen Complex 06131 MN-RPBCWD_v1_Atlasl4_24-hrl0y_S1 l0y 24hr Rainfall=4.24" Prepared by {enter your company name here} Printed 6/25/2019 HydroCAD® 10.00-24 s/n 04154 ©2018 HvdroCAD Software Solutions LLC Paae 19 Pond 1P: Underground Hydrograph ■ Inflow Primary Time (hours) Chanhassen Complex 061 MN-RPBCWD_v1_At1as14_24-hr100y_S1 100y 24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/25/2019 HydroCAD@ 10.00-24 s/n 04154 ©2018 HydroCAD Software Solutions LLC Paae 20 ' Summary for Subcatchment 1 Ex: Ex Alpha ' Runoff = 13.47 cfs @ 12.43 hrs, Volume= 1.478 af, Depth= 5.67" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1 —Atlas 14_24-hrl00y_S1 100y 24hr Rainfall=7.32" _ Area (sf) CN Description 26,259 98 Paved parking, HSG D 90,481 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking HSG D 136,173 86 Weighted Average 90,481 66.45% Pervious Area 45,692 33.55% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (fUft) (fUsec) (cfs) 33.2 300 0.0250 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" ' 0.2 40 0.0400 4.06 Shallow Concentrated Flow, Paved Kv= 20.3 fps 33.4 340 Total Subcatchment 1Ex: Ex Alpha Hydrograph ■ Runoff Time (hours) Chanhassen Complex 061 MN-RPBCWD_vl_ Atlasl4_24-hr100y_Sl 100y24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 1 Prop: Area to System Runoff = 34.34 cfs @ 12.06 hrs, Volume= 1.660 af, Depth= 6.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1_Atlasl4_24-hr100y_S1 100y 24hr Rainfall=7.32" Area (sf) CN Description 71,645 98 Paved parking, HSG D 45,095 80 >75% Grass cover, Good, HSG D 19,433 98 Paved parking, HSG D 136,173 92 Weighted Average 45,095 33.12% Pervious Area 91,078 66.88% Impervious Area Tc Length Slope Velocity Capacity Description 2.1 35 0.3300 0.27 Sheet Flow, Grass: Dense n= 0.240 P2= 2.86" 2.0 220 0.0310 1.81 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 4.1 255 Total Subcatchment 1Prop: Area to System ■ Runoff MN-RPBCWD_V1_At1asl4_24-hr100y_51 100y 24hr Rainfall=7.32" Runoff Area=136,173 sf Runoff Volume=1.660 of Runoff Depth=6.37" Flow Length=255' Tu-4.1 min CN-92 40 50 60 70 80 90 100 110 120 130 140 150 160 170 Time (hours) ' Chanhassen Complex 061 MN-RPBCWD_v1_Atlas14_24-hr100y_S1 100y 24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Ex: Complex Runoff = 212.90 cfs @ 12.10 hrs, Volume= 12.373 af, Depth= 6.49" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1-Atlas 14_24-hrl00y_S1 100y 24hr Rainfall=7.32" Area (sf) CN Description 285,472 80 >75% Grass cover, Good, HSG D _ 711,332 98 Paved parking HSG D 996,804 93 Weighted Average 285,472 28.64% Pervious Area 711,332 71.36% Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r- 0.38' n= 0.013 Concrete Dioe. bends & connections 7.7 880 Total L 3 0 LL Subcatchment 2Ex: Complex Hydrograph Time (hours) ■ Runaff ' Chanhassen Complex 061 MN-RPBCWD_vl_ Atlas14_24-hrlOy_S1 100y 24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/25/2019 Summary for Subcatchment 2Prop: Complex Runoff = 212.90 cfs @ 12.10 hrs, Volume= 12.373 af, Depth= 6.49" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs MN-RPBCWD_v1—Atlas 14_24-hrl00y_S1 100y24hr Rainfall=7.32" Area (sf) CN DescriDtion 269,034 80 >75% Grass cover, Good, HSG D 727,770 98 Paved parking, HSG D 996,804 93 Weighted Average 269,034 26.99% Pervious Area 727,770 73.01 % Impervious Area Tc Length Slope Velocity Capacity Description 3.2 80 0.2500 0.42 Sheet Flow, Grass: Short n= 0.150 P2= 2.86" 3.1 300 0.0200 1.62 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.86" 1.4 500 0.0100 5.94 10.50 Pipe Channel, 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013 Concrete Dioe. bends & connections 7.7 880 Total Subcatchment 2Prop: Complex 100 110 120 130 Time (hours) MN-RPBCWD v1—AOas14-24-hr100y-51 100y 24hr Rainfall=7.32" Runoff Ama--998,804 sf Runoff Volume=12.373 of Runoff Depth=6.49" Flow Length=880' Tc=7.7 min CN=93 ■ Runotf Chanhassen Complex 061 MN-RPBCWD_vl_ At1as14_24-hr100y_S1 100y 24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/2512019 ' Summary for Pond 1 P: Underground ' Inflow Area = 3.126 ac, 66.88% Impervious, Inflow Depth = 6.37" for 100y 24hr event Inflow 34.34 cfs @ 12.06 hrs, Volume= 1.660 of Outflow = 11.45 cfs @ 12.19 hrs, Volume= 1.660 af, Atten= 67%, Lag= 7.9 min Primary = 11.45 cfs @ 12.19 hrs, Volume= 1.660 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs Peak Elev= 999.40' @ 12.19 hrs Surf.Area= 28,442 sf Storage= 29,392 cf Plug -Flow detention time=108.5 min calculated for 1.660 of (100% of inflow) Center -of -Mass det. time=108.5 min ( 862.0 - 753.5 ) Volume Invert Avail.Storage Storage Description #1 996.60' 9,991 cf 54.35'W x 261.66'L x 3.00'H Prismatoid 42,664 cf Overall - 17,687 cf Embedded = 24,977 cf x 40.0% Voids #2 996.60' 17,687 cf ADS_StormTech SC-740 +Capx 385 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap 385 Chambers in 11 Rows #3 996.10' 2,844 cf 54.35'W x 261.66'L x 0.50'H Prismatoid 7,111 cf Overall x 40.0% Voids 30,522 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 997.05' 18.0" Round Culvert L= 22.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 997.05' / 996.90' S= 0.0068 T Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.77 sf #2 Primary 995.10' 4.0" Round Culvert L= 22.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 995.10' / 995.00' S= 0.0045'P Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.09 sf Primary OutFlow Max=11.46 cfs @ 12.19 hrs HW=999.40' (Free Discharge) 1=Culvert (Barrel Controls 10.76 cfs @ 6.09 fps) L 2=Culvert (Barrel Controls 0.70 cfs @ 8.05 fps) Chanhassen Complex 061 MN-RPBCWD_v1_At1as14_24-hr100y_S1 100y 24hr Rainfall=7.32" Prepared by {enter your company name here} Printed 6/25/2019 1 1 1 Pond 1P: Underground Inflow Area=3.126 ac Peak Elev=999.40' Storage=29,392 cf 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 Time (hours) ■ InBow ■ Pnmaryl kelfering From: Braun, Loren <Ibraun@amengtest.com> Sent: Monday, December 19, 2016 12:19 PM To: kelfering@elferingeng.com Subject: RE: Alpha Addition Kristie, There was a little seepage observed at a depth of 5 feet. The seepage seemed to be a sand seam at about 4 feet down. There was just a trace of water observed at the bottom of the boring at 5 feet while drilling. The MPCA uses 0.06 in/hour, but I believe id more like 0.006 in/hr. Loren A American Engineering Testing, Inc. Loren W. Braun, PE Principal Engineer, Geotechnical Division 550 Cleveland Avenue North I St. Paul, MN 55114 Direct: 651-789-4689 1 Mobile: 612-201-5021 Main: 651-659-9001 1 Fax: 651-659-1347 LBraunc&amenotest.com I www.amenatest.com From: Kristina Elfering[mailto:kelfering(a@elferingeng.comj Sent: Monday, December 19, 2016 12:10 PM To: Braun, Loren <Ibraun@amengtest.com> Subject: RE: Alpha Addition Loren, One quick clarification question. The boring log for B-1 indicated the ground water level at 19 —19.5 feet down, however your text says that there was perched ground water at 5.5 feet. Can you confirm that the ground water was encountered at 5.5, because that would also be a reason infiltration would not work given the separation from the pavement. Thanks, Kristie Elfering Elfering & Associates 10062 Flanders Ct NE Blaine, MN 55449 Ph: (763) 780-0450 Ext. 2 Fax: (763) 780-0452 kelfering(cDelferingeng.com From: Braun, Loren rmailto:lbraun(&amengtest.com] Sent: Monday, December 19, 2016 11:35 AM To: Justin Schmidt(JschmidtCallifetimefitness.com) Cc: kelfering(alelferingeng com Subject: Alpha Addition Justin & Kristie, Sorry for the delay, I was out this morning Loren B. American Engineering Testing, Inc. Loren W. Braun, PE Principal Engineer, Geotechnical Division 550 Cleveland Avenue North I St. Paul, MN 55114 Direct: 651-789-4689 1 Mobile: 612-201-5021 Main: 651-659-9001 1 Fax: 651-659-1347 LBraun(lamenatest.com I www.amengtest.com 04 Geotechnical Evaluation Report Proposed Geotechnical Evaluation Alpha Grounds West of Corporate Building #3 Life Time Fitness Chanhassen, Minnesota Preparedfor Life Time Fitness Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer the laws of the S'^ of Mina. O ft,NIW B rrrG a LiCETISEO Loren W. Braun = PROFESSioNAL t Senior Engineer i ENGINEER License Number: 014969 U'r . 14989 July 3,2013 '��''i�'•. '�j�, ��rri.Op MINN�d Project SP-13-04139 Braun Intertec Corporation July 3, 2013 Mr. Justin Schmidt Life Time Fitness 2902 Corporate PI. Chanhassen, MN 55137 Re: Geotechnical Evaluation Proposed Geotechnical Evaluation Alpha Grounds West of Corporate Building #3 Chanhassen, Minnesota Dear Mr. Schmidt: Braun Intertee Corporation 1826 Buerkle Road Saint Paul, MIN 55110 Project SP-13-04139 Phone: 651.4873245 Fax: 651.487A812 Web: braunintertmoom We are pleased to present this Geotechnical Evaluation Report for the proposed Alpha Grounds located west of Corporate Building #3, located at 2932 Water Town Place in Chanhassen, Minnesota. In this letter, we present a summary of our results and recommendations. A more detailed description of our results, methods and recommendations is provided in the attached report. Summary of Results In January 2012, we completed seven soil borings in the project area and also for a parking lot expansion at the site. Five of the seven borings were completed within the proposed Alpha Grounds. The soil borings encountered 4 to 12 feet of fill consisting primarily of sandy lean clay and clayey sand that was moist to wet and brown. Sandy lean clay and clayey sand glacial till soils were encountered beneath the fill and extended to the termination depth of the borings at about 10 to 20 feet. Groundwater was not observed in the borings. Summary of Evaluation Subsequent to completion of the soil borings, the site was graded to promote sheet drainage from west to east. Consequently, grade changes of about 2 to 3 feet subsequently occurred at the boring locations. Soil boring penetration resistances within the fill can indicate the older fill was adequately compacted during placement. Furthermore, based on the soil borings, organic material, debris or other unsuitable material does not appear to be present. Based on these findings, it is our opinion that the proposed Alpha Grounds can be constructed on the site. Post foundations should be founded below frost depth to avoid frost heaving. Soils also appear competent to support concrete slabs and aggregate surfacing. Since some site grading has occurred after the borings were completed, we request that our engineering assistants view the existing subgrades prior to construction. ' A, V FOF, Providing engineering and environmental solutions since 1957 Life Time Fitness Project SP-13-04139 July 3, 2013 Page 2 Remarks Thank you for making Braun Intertec your geotechnical consultant for this project If you have questions about this report, please contact Loren Braun at 651.487.7011 or by e-mail at LBraunt@Braunintertec.com. We would also appreciate the opportunity to provide follow-up construction observation and testing services during construction. Sincerely, N INTERTEC COgpORATION Loren W. Braun, PE Senior Engineer � v Gregg R. Jandro, PE Principal Engineer/Vice President BRAUN 1NTERTEC Table of Contents ' A. Introduction......................................................................................................................................1 A.I. Project Description..............................................................................................................i A.2. Purpose................................................................................................................................1 ' A.3. Project Information Provided/Reviewed.............................................................................1 A.4. Site Conditions.....................................................................................................................1 A.S. Scope of Services.................................................................................................................2 ' B. Results ..............................................................................................................................................2 B.1. Soil Boring Logs. ................................................................................................................... 2 B.1.a. log of Boring Sheets...............................................................................................2 B.1.b. Geologic Origins......................................................................................................3 B.2. Soil Profile............................................................................................................................3 ' B.2.a. Fill ...........................................................................................................................3 6.2.b. Glacial Till Soils.......................................................................................................3 ' 6.2.c. Groundwater..........................................................................................................3 C. Basis for Recommendations.............................................................................................................4 C.1. Design Details......................................................................................................................4 ' C.1.a. Proposed Construction...........................................................................................4 C.l.b. Anticipated Grade Changes...................................................................................A C.1.c. Precautions Regarding Changed Information........................................................4 ' D. Recommendations............................................................................................................................4 D.I. Course Subgrade Preparation.............................................................................................4 ' D.1.a. Excavations.............................................................................................................4 D.1.b. Backfill and Fill........................................................................................................5 D.l.c. Placement and Compaction of Backfill and Fill......................................................5 t D.2. Post Foundations................................................................................................................5 D.2.a. Embedment Depth.................................................................................................5 D.2.b. Net Allowable Bearing Pressure............................................................................5 ' D.2.c. Settlement..............................................................................................................5 D.3. Concrete Slabs.....................................................................................................................6 D.3.a. Subgrade Preparation ................................... ..... .._.................................. _............. 6 D.3.b. Slab Bedding and Drainage.....................................................................................6 D.3.c. Concrete Slabs........................................................................................................6 ' D.3.d. Aggregate Surface Areas.....................»................»...............................................6 D.4. Construction Quality Control...............................................................................................7 ' D.4.a. Excavation Observations........................................................................................7 D.4.b. Materials Testing....................................................................................................7 E. Qualifications.. .................... ............................................................................................................. 7 ' E.1. Variations in Subsurface Conditions....................................................................................7 1 E.1.a. Material Strata........................................................................................................7 Table of Contents (continued) Description Page E.2. Continuity of Professional Responsibility ............................................................................8 E.2.a. Plan Review— .........................................................................................................8 E.2.b. Construction Observations and Testing.................................................................8 E.3. Use of Report .......................................................................................................................8 EA. Standard of Care..................................................................................................................8 Appendix Boring Location Sketch — Braun Project BL-12-00064 Log of Boring Sheets ST-1, ST-2 and ST-5 to ST-7 — From Braun Project BL-12-00064 Descriptive Terminology BRAUN INTERTEC 11 A. Introduction A.1. Project Description Life Time Fitness is proposing to construct an Alpha Grounds. The proposed project is located west of Corporate Building #3 located at 2932 Water Town Place in Chanhassen, Minnesota. The proposed project location is shown on the Boring Location Sketch in the appendix to this report. A.2. Purpose The purpose of this Geotechnical Evaluation was to assess the soil and groundwater conditions at the site by means of a limited number of soil borings which were previously completed. The interpreted subsurface conditions and available Project details were then used to prepare engineering and construction guidelines for the geotechnical aspects of the project. A.3. Project Information Provided/Reviewed Mr. Justin Schmidt with Life Time provided us with the following drawings: As -Built Parking Lot and Grading Survey prepared by Alliant Engineering, Incorporated dated January 10, 2013. • Alpha Grounds site layout, untitled and undated. We also reviewed a Geotechnical Evaluation for the Life Time Fitness Parking and Outdoor Soccer improvements, prepared by Braun Intertec and dated February 3, 2012. That report is BL-12-00064 and the soil borings and soil boring location sketch from that report are attached. AA Site Conditions The proposed Alpha Grounds area has been graded subsequent to completion of the soil borings. The site is currently graded to sheet drain during from west to east. Consequently, grades have changed up to about 2 or 3 feet since completion of the soil borings. Life Time Fitness Project SP-13-04139 July 3, 2013 Page 2 A.S. Scope of Services Our scope of services for this project was originally submitted as a Proposal to Mr. Justin Schmidt with Life Time Fitness. Tasks performed in accordance with our authorized scope of services consisted of using the previously completed soil borings to prepare a geotechnical evaluation report addressing the following: • Recommendations for site grading including recommended excavations, and placement and compaction of compacted backfill and fill. • Recommendations for post foundations for the various Alpha Grounds equipment. Recommendations for surface preparation for ground supported equipment and surfacing. Our scope of services was performed under the terms of our June 15, 2006, General Conditions and as amended by the Life Time Supplement to the General Conditions. B. Results B.1. Soil Boring Logs B.i.a. Log of Boring Sheets Log of Boring sheets for our penetration test borings are included in the Appendix. The logs identify and describe the geologic materials that were penetrated, and present the results of the penetration resistance, laboratory tests performed on penetration test samples retrieved from them and groundwater measurements. Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings. Because sampling was not performed continuously, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may also occur as gradual rather than abrupt transitions. INTERTEC Life Time Fitness Project SP-13-04139 July 3, 2013 Page 3 B.1.b. Geologic Origins Geologic origins assigned to the materials shown on the logs and referenced within this report were based on: (1) visual classification of the various soil samples retrieved during the course of our subsurface boring, (2) penetration resistance testing performed in the project area and (3) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. 13.2. Soil Profile In January 2012, we completed seven soil borings in the project area and also for parking lot expansion at the site. Five of the seven borings (ST-1, ST-2 and ST-5 through 7) were completed within the proposed Alpha Grounds. The soil borings encountered 4 to 12 feet of fill consisting of sandy lean clay and clayey sand that was moist to wet and brown. Sandy lean clay and clayey sand glacial till soils were encountered beneath the fill and extended to the termination depth of the borings varying in depth from about 10 to 20 feet. A more detailed description is provided below 13.2.a. Fill As previously indicated, the depth of the fill varied from 4 to 12 feet. Prior to the recent site grading, the upper 2 feet of the fill soil contained traces of grass, wood and roots. The fill consisted primarily of sandy lean clay with lesser amounts of clayey sand, and was brown in color. The fill appeared to be adequately compacted with penetration resistances varying from 10 to 18 blows per foot (bpf). Moisture contents of the fill varied from 11 to 18 percent indicating the fill was generally moist (below optimum moisture content) to wet (above optimum moisture content). 13.2.16. Glacial Till Soils Beneath the fill, glacial till soils were encountered consisting mostly of sandy lean clay with lesser amounts of clayey sand. The glacial till soils contained a trace of gravel, were brown and in a moist to wet condition. Penetration resistances varied from 12 to 27 bpf but were typically between 15 and 20 bpf indicating they ranged from rather stiff to very stiff but were mostly stiff to very stiff. B.2.c. Groundwater Groundwater was not observed in any of the borings. Based on the relatively moist condition of the soils, it appears that the groundwater level was beneath the explored depths of the borings. I37,PI.J INTERTFC Life Time Fitness Project SP-13-04139 July 3, 2013 Page 4 C. Basis for Recommendations C.1. Design Details C.1.a. Proposed Construction The proposed Alpha Grounds will include a prowler track, an obstacle course involving monkey bars, rings planks, medicine ball toss, agility net, stack walk, peg wall and cargo ladder. A tower may be constructed at a later time. Construction will involve various post foundations, concrete slabs, and gravel surfaced areas. ' C.1.b. Anticipated Grade Changes In order to construct the course, minimal additional grading will be required, but the overall site will be slightly elevated in the northeast corner to allow the entire site to slope at 2.5 percent. C.1.c. Precautions Regarding Changed Information tWe have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been ' made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. 1 ' D. Recommendations ' D.I. Course Subgrade Preparation ' D.1.a. Excavations We recommend removing any vegetation and organic soils. Based on the soil borings, this would require excavation depths of approximately 2 feet. Since some grading has occurred subsequent to completion ' of the borings, however, lesser amounts of subcut will likely be required in some areas. In other areas, some of the topsoil may have been covered by additional fill. We recommend removal of all organic soils ' within 2 feet of proposed subgrade elevation. ' When excavations are completed, the entire area should be surface compacted to provide a more uniform surface for fill placement or construction. ' BRAUN INTF.RTFC Life Time Fitness ProjectSP-13-04139 July 3, 2013 Page 5 D.l.b. BackfJll and Fill On -site soils exclusive of the organic soil (encountered in the upper 2 feet of the soil borings) may be reused as structural backfill and fill. The soils are moisture sensitive, however. Consequently, some scarification and drying may be required during site grading. Consequently, grading should be completed during the summer and early fall months when the best drying weather conditions are typically available. Imported material needed to replace excavation spoils or balance cut and fill quantities, should consist of clayey sand and sandy lean clay, similar to the on -site soils. D.S.c. Placement and Compaction of Backfill and Fill We recommend spreading backfill and fill in loose lifts of approximately 8 inches. Beneath the building pad and exterior flat work areas, the soil should be conditioned within 3 percentage points of its optimum moisture content and be compacted to a minimum of 95 percent of its maximum dry density based on ASTM International Standard Specification D698 (standard Proctor). In any green areas, the soil should be conditioned to within 4 percentage points of its optimum moisture content and compacted to a minimum of 90 percent of its standard Proctor maximum dry density. D.2. Post Foundations D.2.a. Embedment Depth For frost protection, we recommend embedding post foundations at least 60 inches below the lowest adjacent exterior grade. We recommend utilizing sonotubes or other cardboard forms for concrete placement in order to reduce the potential for frost heave by soil adhering to the side of poured concrete and causing posts to heave. D.2.b. Net Allowable Bearing Pressure We anticipate that posts for the proposed improvements will be lightly loaded. For the proposed future tower, however, we recommend sizing spread footings to exert a net allowable bearing pressure of up to 2,000 pounds per square foot (psf). This value includes a safety factor of at least 3.0 with regard to bearing capacity failure. The net allowable bearing pressure can be increased by one-third its value for occasional transient loads. D.2.c. Settlement We estimate that total and differential settlements of footings will be less than 34 inch. BRAUN INTFRTFC Life Time Fitness ProjectSP-13-04139 July 3, 2013 Page 6 D.3. Concrete Slabs D.3.a. Subgrade Preparation For concrete slabs, as previously indicated we recommend removing vegetation and/or all organic material from within 2 feet of proposed bottom of slab elevation. After cutting to grade and prior to placement of any backfill, we recommend surface compacting the exposed slab area with a minimum of two passes with a smooth -drum vibratory compactor with a minimum dynamic force of 30,000 pounds. D.3.b. Slab Bedding and Drainage We recommend placing a minimum of 4 inches of sand or aggregate base below the slabs in order to provide uniform grading of the subgrade areas. We recommend providing a minimum cross slope of 1 percent for the slabs in order to provide adequate surface drainage. D.3.c. Concrete Slabs We recommend slabs be a minimum thickness of at least 4 inches. For areas with vehicle traffic or heavier equipment loads, the minimum thickness should be S inches. We recommend specifying concrete for pavements that has a minimum 28-day compressive strength of 4,000 psi, and a modulus of rupture (Mr) of at least 600 psi. We also recommend Type I cement meeting the requirements of ASTM International Standard Specification C 150. We recommend specifying 5 to 7 percent entrained air for exposed concrete to provide resistance to freeze -thaw deterioration. We also recommend using a water/cement ratio of 0.45 or less for concrete exposed to deicers. D.3.d. Aggregate Surface Areas For aggregate surface areas, we recommend placing a minimum section consisting of 8 inches of aggregate base. Prior to placing aggregate base, we recommend surface compaction with a minimum of two passes with a smooth -drum vibratory compactor with a minimum dynamic force of 30,000 pounds. Prior to placement of the aggregate base, we recommend a separation fabric meeting the requirements Minnesota Department of Transportation (MnDOT) Specification 3733.2 Table 3733-1, Type V geotextile fabric. The aggregate base should meet the requirements of (MnDOT) Specification 3138 for Class S. If a different surface material is proposed for the aggregate section, the thickness of the Class 5 aggregate base may be reduced by the thickness of the surfacing material placed. BRAUN INTERTEC Life Time Fitness Project SP-13-04139 July 3, 2013 Page 7 D.3.d.1. Bituminous Surface Areas For bituminous surface areas, we recommend a pavement section that includes 3 inches of bituminous pavement (a 1 1/2 -inch surface course over a 1 1/2-inch base course) over 8 inches of aggregate base. We recommend specifying crushed aggregate base meeting the requirements of MnDOT Specification 3138 for Class 5. We recommend that the bituminous wear courses meet the requirements of Specifications 2360 Mixture Designation SPWEB330C, and the base course meet the Mixture Designation SPN W B330C. DA Construction Quality Control D.4.a. Excavation Observations We recommend having a geotechnical engineer observe all excavations related to subgrade preparation , post foundation construction and concrete and aggregate surfaced areas. D.4.1b. Materials Testing We recommend density tests be taken in excavation backfill and additional required fill placed below proposed improvements. We recommend at least one compaction tests for every 2500-square foot area, with at least one test for every 2 feet of fill placed. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata Our evaluation, analyses and recommendations were developed from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from boring locations continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation and thickness away from the boring locations. Variations in subsurface conditions present between boring locations may not be revealed until additional exploration work is completed, or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. BRAUN INTERTEC Life Time Fitness Project S P-13-04139 ' July 3, 2013 Page 8 E.2. Continuity of Professional Responsibility E.2.a. Plan Review This report is based on a limited amount of information, and a number of assumptions were necessary to help us develop our recommendations. Our firm should review the geotechnical aspects of the designs and specifications, and evaluate whether the design is as expected, if any design changes have affected ' the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs and specifications. ' E.2.b. Construction Observations and Testing We should be retained to perform observations and tests during construction. This will allow correlation ' of the subsurface conditions encountered during construction with those encountered by the borings, and provide continuity of professional responsibility. E.3. Use of Report This report is for the exclusive use of Life Time Fitness and their consultants. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. EA Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC Appendix ■RAYN INTERTEC 6 r+n rn�mun uurvw nrnr rwn�rr. mr �� BRAUN` INTERTEC LOG OF BORING Braun Project BL-12-00064 BORING: ST-1 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Lifetime Fitness Parking and Outdoor Soccer 2932 Water Town Place i Chanhassen, Minnesota DRILLER: M. Takada METHOD: 3 1/4' HSA, Autohammer DATE: 1126112 SCALE: 1' = 4' Elev. Depth feet feet Description of Materials BPF WL MC qP Tests or Notes 1011.7 0.0 Symbol (SdMSTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % tsf FILL FILL: Sandy Lean Clay, trace of wood and fibers, Benchmark: - brown, moist Surface elevations 11009.7 2.0 at the borings Provided by Alliant Engineering. FILL FILL: Sandy Lean Clay, trace of Gravel, brown, moist - 14 13 10 - 17 17 -- 18 999-7 12.0 CL SANDY LEAN CLAY, trace of Gravel, brown to 20 feet - than pray, moist to wet, very stiff. J, 27 (Glacial Till) 20 22 3/4 990.7 21M 1 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 17 feet - immediately after withdrawal of auger. Boring immediately backfilled with bentonite grout _�-•� » umo imenec wrpur w w-i page i a i BRAUN' INTERTEC LOG OF BORING Braun Project BL-12-00064 BORING: ST-2 GEOTECHNICAL EVALUATION Lifetime Fitness Parking and Outdoor Soccer LOCATION: See attached sketch. = 2932 Water Town Place - Chanhassen, Minnesota DRILLER: M. Takada METHOD: 3 1/4' HSA, Autnhammer DATE: 1126112 SCALE: 1" = 4' 0 i Elev. Depth feet feet Description of Materials BPF WL MC qP Tests or Notes 1010.5 0.0 Symbol (Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % tsf FILL FILL: Sandy Lean Clay, trace of Gravel, grass and - fibers, brown, wet 1008.5 2.0 FILL FILL: Clayey Sand, brown, moist. - 15 13 Trace of roots at 3 feet, c- 13 - 17 14 1001.5 9.0 5 CL SANDY LEAN CLAY, trace of Gravel, brown, moist, — very stiff. (Possible Fill) 18 998.5 12.0 CL SANDY LEAN CLAY, trace of Gravel, brown, wet, - rather stiff to very stiff. 12 (Glacial Till) 4 15 1 314 989.5 21.0 17 3/4 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 15 feet - immediately after withdrawal of auger. — Boring immediately backfilled. i or�a� m,aw. urpueuu'J I-L Dace l a l i I BRAUN INTERTEC LOG OF BORING Braun Project BL-12-00064 BORING: ST-5 GEOTECHNICAL EVALUATION Lifetime Fitness Parking and Outdoor Soccer LOCATION: See attached sketch. = 2932 Water Town Place s Chanhassen, Minnesota 53 DRILLER: M. Takada METHOD: 3 114" HSA. Autohammer DATE: 1/26/12 SCALE: 1" =4' 0 i Elev. Depth y feet feet Description of Materials BPF WL MC qp Tests or Notes 1008.5 0.0 Symbol (Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % tsf ° FILL FILL.• Sandy Lean Clay, with grass and roots, broom, wet s 1006.5 2.0 � FILL FILL: Sandy Lean Clay, trace of Gravel, brown, moist - to wet 16 11 18 1001.5 7 CL SANDY LEAN CLAY, trace of Gravel, with Sand - lenses, brown, moist to wet, stiff to very stiff. 15 > (Glacial Till) - 13 - 16 3 992.5 18.0 19 2 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 12 feet - immediately after withdrawal of auger. Boring immediately backfilled with bentonite grout. oreun rtnenec LAXV� 51-0 PWO1011 BRAUN' INTERTEC LOG OF BORING Braun Project BL-12-00064 BORING: ST-S GEOTECHNICAL EVALUATION Lifetime Fitness Parking and Outdoor Soccer LOCATION: See attached sketch. D z 2932 Water Town Place Chanhassen, Minnesota a DRILLER: M. Takada METHOD: 3 1/4' HSA, Autohammer DATE: IrM12 SCALE: 1"=4' a 5 Elev. Depth g feet feet Description of Materials BPF WL MC qp Tests or Notes _ 1005.31 0.0 Symbol (Soil-ASTM 02488 or D2487. Rods-USACE EM1110-1-2908) % tsf - FILL FILL: Sandy Lean Clay, trace of roots, brown, wet. t D - 1003.3 2.0 r FILL FILL: Sandy Lean Clay, trace of Gravel, brown, wet - 14 18 5 1000.3 5.0 CL SANDY LEAN CLAY, trace of Gravel, brown, moist to 15 2 - wet, stiiff to very stiff. (Glacial Till) 3 - 15 2112 994.3 11.0 20 3 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 8 feet - immediately after withdrawal of auger. Boring immediately backfilled. aro pne-ori BRAUN- INTERTEC LOG OF BORING Braun Project BL-12-00064 BORING: ST-7 GEOTECHNICAL EVALUATION Lifetime Fitness Parking and Outdoor Soccer LOCATION: See attached sketch. 2932 Water Town Place Chanhassen, Minnesota v DRILLER: R. Hansen ° METHOD: 3 1/4' HSA, Autohammer DATE: 1IM12 SCALE: 1., 4' s Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes u 1004.6 ° 0.0 Symbol (Soil-ASTM 02488 or D2487, Rock-USACE EM1110-1-2908) % FILL FILL: Clayey Sand, with roots, brown, wet. t 002.6 2.0 FILL FILL: Clayey Sand, brown, moist. — 11 13 1000.6 4.0 = SC CLAYEY SAND, trace of Gravel, brown, moist to wet, u — / very stiff. (Glacial Till) 18 0 1 995.6 9.0 CL SANDY LEAN CLAY, trace of Gravel, brown, wet, very — stiff. 993.6 11.0 (Glacial Till) 22 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 7 feet — immediately after withdrawal of auger. — Boring immediately backfilled with bentonite grout. P eer lna la. �.0 Wmutn JI-( pa"Iml I BRAUN Descriptive Terminology of Soil Standarts D 2387 - 00 iT E RT E C u 11 Clrssificatio:: of 3oiL for Ergineedrng Purposes „..,..,, jUriFlod W! Ciass!tication Sesten) CrY.erl.. for J.uigniat Group, fymboh and Soils Classification Group Names Using :aboratory Tests r YmbdGroup G:DUp Nama' $ Grist Gravels C,24ard15C,S 3- G'N l'fell-graeo anvsl o$$$$ More then 50:. of I 5:i or :ass fines • c ma, fraction C, <4 shoo. 1 > C > J ° GP Poe-; r-atled r-vd' I 9- t h i r' a{ a= retained on Gmmht wi•h-inns F;raa c!a.:h ems_ fd_ or MH Get S:: gravel . F. -. 4g' Na. 1:'. r.c More than l2,:- r.ea' Fides classify u CL or CH GC v41 ` 14 W. A Santa Chan Sands C,2 6 and 1 S C, 53 s S'As N'ollaradad 3:nd' n i 50 : a mac of :% or has Ones ' C < D arldlu' 1 > C.>3 e » Pwr; 1:xded earl" y ceorse fraction Sands with. Fines Fixccicsiiyes ML or Aai SII Sily sand r•' u passes Fkwa cla as CL or CH SC clay--, ne.' I'" : No. 4 j,. More than 12%' S:Its and Clays Inorganic PI > 7 and pipe on or cbove'A' lM I CL Leon s PI<4 r•plot. babw'A":gel MC er s.r in::geldtmit Crgar.k Lktld ILIA• -cesn uied < 0.75 OL Orgsnie day e w Y less than 50 a oct cad line - r. tlnsd oL enic sift E g o. Silh, and days Incrganic PI potson or abo ne'A' firm CH Fa: c'n ' Pl plots belwv'A' km NH E1&SfC _:l. k' ^ u 6 •, L!quk: limit r. g $ 00 or Mnl I Orycnic Lb'tid limit - over title- < 0.75 OH Orga?'a clay •-1 ides !be• - not Wed i Omanic sib • " a Highly Cyan �: Soils Primarily or97. madkr• dark ::I a;or and organic odor PT I Pori I ::rMon MambvitlparsTaths Sin frSmmlalns. I . a Got: nampt-e L -,We dobbi u a iadrert., a bo:. odd'wah mkbim a boo.!.n:or WWI. 9rouD nano. e C.' D/D., C.-(D.,.F 4 nli?eerwwakl.% Banc, add`Nh,,rer r.�pownama a :.r. "u 5•.a 12: M.n2.. duel a,rni .�`{u •:r,u<xtc Pavel wMt M� Gy.' C waM1nmi:d ae:r: wM rJay GP-Ga: poet/ gmaj d ra .,r si5 GP -GC paddys CL- on•:-, due rYy /. a L-� d+as:b o CL4AL u:+ d11ai symbtl i aG SG_' pncopun+. am2tly.. 2:. au .Ales prva' to rv;ran». . S:idwSn::*%asnen dwlaymt�k: .SV.-fic wr.��grp04J MM WN li. S1':S. wa.g Wadodsas sass! '= 3'd pr :b 0adad nand vn:T sa Si C Im!. pass. sad w31dry j. 11.01 n ;TVA ki .)A Ns. arse, aaa t • CLJAL suy da. k aaoi •xltlae:r l�:a,errHnN'.iC^.na`.'M serial aaR'. j1'.ary.4l�.dW.Vrh Padarhta: L Ned camrakdL�rba 1L�.:CA. P.Mril.r.f,sad,add'arW.0 ,name. m I, aoi rrnariwk Y:^PW Nn 20C P.•Pn_ Ards WIWC dot'Ca.•T'bara4znamn. n. rt k 4 and Pot on or abrn'A e:a c. PI <4 r pees baba'A'rna. 1. PI tk> r a abo%z W aM. i pet. ba'ww'A liar. s0 10 7 4 D a I i 1 i i CIO � i v I ZZ , C i a..ra N1L or OL ; I 10 t5 70 30 40 so 60 70 W 00 Joe 1'10 Liquid tint' (LL1 LrboratorJ issts OD Dry dendty, pd OC C4gu iiz anent Wo 1Yet density, pcf s Fsrcent of saturation,>. MC Natural moitaw" ccmLnt 'r sa Spse: grty LL Liquid limb• Y. C Coati C- PL Fhatic firm,11 3 Any.e of.y.ilmal'iction PI Pl.sbdy index, .; qu UnwnimJ com?resawm sbe-!fth,W P200 , passing 2C0 ci= �a qp aockc p'eretrometer ctrangT, tsf Parties± S8s Iden:ifieat:Grp Bc,Ade.i..... ..... ._...._.._....... over 12" Cobbles ..... ....... ...... ........ 3' to 12' Gravel Cowrie ..._....................... 3/4' io Fire................ _...... ..... No. Jy Jl. Said ;aaree ..._._..... ........... No. 4 to No. 10 MP:idm ............... __...... . No. 10 to Nv. 40 Fine ............... No. 4:i to' iv. 200 SM...... ..................... _.......... < No. 20C• PI<4 or below Wine O: e;.................... __.... ........ <No. :00, Pik: one on or Pbor,'i.' line Relatltim Der icy of Coliltalorlini Soils Ver; foxes ... ........ ............. .._ C b 4 BPF Loose ................... __....... ..... 5 b 10 BPF Moo ium dcma ......... ........ __ 11 I: W CPF Dense .......... ................ _.._._.. 31 ao W BPF Very canes......... ...... ..... __.. o"w 50 BPF Consislaney of Cohesive Soils Vary •c 3................................... 0 b 1 L^'F Soft ......... _... _._.................... 2 to:' BPF Rather soft ........ ... .......... 4 to 5 BPF If._dium.......... ... __................ 6 to 6 6PF Stiff ......... ... _.... ............... 13 is 10 BFF Very sail ......... ..... ... _....___.. 17 its 30 6PF Hand ...................................... OW 30 BPF Drilling Notes Standard penetration W. bon,gis'wrre sci anced by 3 1/4' a 6 114Y ID hose>4tem auger unless not.ri otherwise. Jetting oefl� ;as uw to dean a::: aug.r prior to sampling on,,- when ind";i4 on 1..is. S'andard penC'..bon test w:ings Pre desigrated by the ;aft `ST' (Split Tube). AA:ampleay.emhkcnwuttthesnndard: OOgld-tuna sampler, enspl ikare r.oled. Power auger Lomlgs were ✓: snood by 4' or 6' dwmetor cci:ktuous- IighL sa:ib:km auger:. So'- davaiflca:anr. end Cri deptris were in- ferred'-rm tot:lurbed sor44es augemu to th- wxfe..e.:nd are, therefore. sc.r .hc; apprmumnle. Power auC-c 'wnngs am dosigna'_:' by Lee pmdv'.3.' Hand auger ".Cs were advanced manually with t 1 12' r 3 1/4' diameteraugarand were tin fed to the depth from which the augs-"k b4 msnur.:y Wadrawn. Hand auger toring: an iri'::•fed try are pt �fP N 6PF: HL."oers indicate blows Perfcot mscr.e in Aandard penetration tent ales t.r 7,:n as'N' value. The :ao.,+l:+r we. sat 6- into unrlsturi ed scab"I eholl w41�nau0x. iNNktg +laiaWlClie wer�l���mounted !:'sea -5 and th.N 6 Inc+emen, are aodoJ bd;le: BPF. 'Nhere the,• efixed slgnfiunby. they am r2por4e!n the !oP.oAirlg form: 2112 fo: the becad and third 6- tcrements, resnx:!ny. 'W: YJHind"tal^s I. samp4e:pcnetnedad:undo-vn+'3h:o`h8mmcr mo rods alone: d•sr-.g nod legw^ d WR: WR Indicates the samnA;r penetrated scii un.ter v.-. yo: c: ro& .,lone; hammar sa'aht and v:iv:^g not required. r,Y indicate:-t,; waalled(urdlsturbed) tube Simply. Nub: hll teak were, run in peneral acoordcnca will, arPl'catfe ;,STS standards. re:, iP tAbIERICAN ENGINEERING _— TESTING, INC. January 17, 2017 ' Life Time Fitness 2902 Corporate Place ' Chanhassen, MN 55317 Attn: Mr. Justin Schmidt RE: Geotechnical Exploration and Review Life Time Fitness Stormwater Infiltration ' 2902 Corporate Place Chanhassen, Minnesota AET Report No. 01-07083 Dear Mr. Schmidt: American Engineering Testing, Inc. (AET) is pleased to present the results exploration program and geotechnical engineering review regarding storm CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS wat To evaluate infiltration, we completed an additional boring, B-3, in the vicinity of the proposed infiltration area. The location of the boring as well as the previous two borings is shown in Figure 1. Boring B-3 is also attached. The soils encountered on the site consist of lean clays which are Hydrologic Soil Group D based on the revised Design Infiltration Rates published by the Minnesota Pollution Control Agency. This soil has a design infiltration rate of 0.06 inches/hour. Based on this, it is our opinion that stormwater infiltration is not feasible for this site. 550 Cleveland Avenue North , St. Paul, MN 55114 Phone 651.659.90011Toll Free 800.972-6364 Fax 651-659.13791www.amengtest.comIAA/EEO 4M This document shall not be reproduced, except in full, wilhoul wntten approval from American Engineenng Testing Inc. Life Time Fitness Infiltration Evaluation ' Chanhassen, Minnesota January 12, 2017 Page 2 of 2 ' Sincerely, American Engineering Testing, Inc. ' Authored ' W ' Loren W. Braun, PE Principal Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed ' Professional Engineer under Minnesota Statute Section 326.02 to 326.15 Name: Loren W. Braun Date: January 12, 2017 License # 014969 Reviewed by: 44 ay P. Brekke, PE Senior Engineer AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET No: 01-07083 Log of Boring No. B-3 (p. 1 of 1) Project: Lifetime Fitness; Chanhassen MN DEPTH Surface Elevation GEOLOGY N MC SAMPLE REC F[ELD �' ORATORY TESTS FEET MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL e-M20 FILL, mostly lean clay with sand, trace roots, FILL brown and black, frozen to 2' 12 M SS 1.9 1 2 T 3 M SS 1.8 4 FILL, mostly sandy lean clay, a little gravel, gray 5 and dark brown 4 M SS 1.9 6 7 8 4 M SS 2 9- FILL, mostly organic clay with sand, black to It 6 M SS 2 12 13 9 M SS 18 I4 SANDY LEAN CLAY, a little gravel, trace TILL 15 roots, brown, gray and dark brown, stiff (CL) 15 SS 20 16 17 18 15 D SS 1.5 19 END OF BORING n i i DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO i DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUIDLEVEL WATER LEVEL THE ATTACHED 'g 1/12/17 16.0 14.5 15.5 SHEETS FOR AN a EXPLANATION OF BORING TERMINOLOGY ON COMPLETED: 1/12117 THIS LOG i DR: DZ LG: GZ Rig: DSO 01-DIlIt 060 0312011 .u.JJpj - Nl 1 u •. ..lW • r.I � :: 1 HE am 6 44 }' q W w ` 1 E � a Y� Y `h A Figure 10 ALTA / NSPS LAND TITLE SURVEY LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-518589-MPLS: LOT 1, BLOCK 1, ARBORETUM BUSINESS PARK 5TH ADDITION, CARVER COUNTY, MINNESOTA GENERAL NOTES: 1) FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-518589-MPLS, EFFECTIVE DATE TE: NOVEMBER 20, 2011 AT 7:30 A.M WAS RELIED ON FOR ALL MATTERS OF RECORD FOR THIS SURVEY I \ 2) DATE OF FIELDWORK: 7-12-2019 3) BEARING BASIS IS ASSUMED.- \ \ _ n 4) FEE TITLE TO THE SUBJECT PROPERTY IS VESTED IN: _ - - - - - - - - ' - - - - - - - CHASKA GATEWAY PARTNERS LIMITED PARTNERSHIP, A I I I I I -- --9-97-- MINNESOTA LIMITED PARTNERSHIP gB, -8 -- 1� III I I I i 11 \I \ \ \�� _- - \\�� ---_` -998-_ - - --_ - 1 %�W/cnP S 8911'08" E\ 275.00- / _ _ _ I 1 _ - i000— / 7- DRAINAGE AND UTILkrY EASEMENT PER PLATS — — — �— — — — \ \� OFF ARBORETUM 2Nn AND 5TH ADDITION IpI � \ � Oz` t� _ • _ � �5 _ f F. -. r. -. �+. -. -. -. -. -. -. ; . J, �92� B CH— 7_'_ ---__—, - — — — — *RUCr .. ...I/� I VI ENO S - SCALE) I I I I I tI \ 9 i.J... ......... IIIII-IIIIIII I 11.•............... \ 1 \ I 1 I I I IIIIIIII 1 1 I I I I I I\ �.......... 1 \ I I 1 I I I .. I I Z I I Z 1 no 1 I I I NZ 1 I I I....;,. . I I I I I I I I L \ 1 I I IM 999.26. ......... ..11........1 5 j' . z r1 ;•- I I I I III I I I I I I �\ I- A ...... ..I I d LEGEND: FOUND IRON PIPE 0 (AS NOTED) SET 1 /2- REBAR Li III 1 1 I I i III I I (. A .. -- 1 I 1 V \ o I 13.0�-1- . I O a W/CAP (/44109 SET MAG I I I I oI II �I Io ati W/WASHERa41o9 / I I C( FIRE HYDRANT IIIIII I II II i _ 1 � I/ I GATE VALVE IA - I. I SIGN EP IIIII b IIIIIII r 1 l 1 1 1 1 1 \ i I Z \ 1 \ I Z .. , I. ,' LIGHT POLE d Illlllr I If IIII 1 f. o1II��j. Ile_ _ I ® COMMUNICATIONS PEDESTAL ~ +III I I I IIIII I I I I I 1 I .Q \ I \ r ao l III\ U:f3 II II II II II III II II II I II I1 II 1 IpI I II II II II I I I \ l \z l .I . j OCATCH BASIN W,RIM: 1100.98 le U) � STORM SEWER R MANHOLE IIIIIII I I I I I I a 1 ZI I I.. . \ I � I 1 / s a � 1 � � � � SANITARY SEWER MANHOLE it l l l l l l r I I I I I I I I. � � - I\ I 1 I l (zl IIIIIIII I I I I I I i \ owl I DECIDUOUS TREE (SIZE IN INCHES) ail .I I I I I I I I I I I I I I 1 IIIIIIIIIIIIIII � I III II II II II II 1 1 III . . . . > ....(L.. A. Z¢ I .. . CONIFEROUS TREE (SIZE IN INCHES) LLJ a0 TOP NUT E Ev: 1006.62 IIIIIIII I II I \ I \ . � IIIIIIII I I I IVVV I I I I I \ l ... .....I HAINLINK FENCE Q� I I I I I I I I j I I I I I \\1 ...-.-•-1 of I I \\ I\ I \-=. '^- I aW CONCRETE SURFACE I I ICI I I Ij I I l 1 1..........ILLJ \ I I \ \ 1 W �..I \ \ 1 \ 1 ��\ � o i\I.. po..... BITUMINOUS SURFACE \ ........1 W-} \ \ 1 w r I IT. F- IIIIIII Ir, I I I, / I..\ 1 8�m I \ 1 \ \ rII\ a I aEnz I \ I \ 1 Ito IIIIIIII I I I I LEI I ..\.. i NZZ� I \ 1 \ 1 \ I.I LLJIIIIII 1 1 I I I I I I ly I I\{� / I ..' moo= 1 \\ \ 1 \\ I I+ J N IIIIIIII I I I I I I I\ I. I I \ 1 \ 1 \ l I SCHEDULE B- SECTION II EXCEPTION NOTES: d IIIIIIII I I I I I, I l lyl I --�! I I \I l \ L. I 11 I I I I► I I I I 1' ► \\\ / \ \ W� I.I. ao III I I I I I I I I II I I I I I r. \ I �/ I I 1 \ z° ITEMS ARE NUMBERED AS THEY APPEAR IN THE ABOVE -REFERENCED TITLE I\ I 1 \ W a I I l ' I COMMITMENT FOR CLARITY. I I I I I I I I I I I I I a-z I I I I I I I I I I I I I �W oo w -. I I\--------207.o I � \4 r�n amI -]-4 1-9 THESE ITEMS ARE NOT SURVEY RELATED AND ARE NOT SHOWN IIIIIII I I I I I I I I I a o ON THE MAP. II II II II II II II II I I II IIIII II I II II I o �W�a �y.WF I I I \ 1 1 ¢� l I EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES AS SHOWN ON I I I v, I. I / \ 1 o z I ( \ RECORDED PLATS OF ARBORETUM BUSINESS PARK 2ND ADDITION AND N I I I I I I I I I I III I I I I I �< ( II ARBORETUM BUSINESS PARK 5TH ADDITION it i l l l l l I I I 111 I I I �- -- I / \ \ I I IIIIIIII I I I I I I I Qz ( L I ' -I- -/- - - -� - - - - - - _ - \��I I \ I 11-13 THESE ITEMS ARE NOT SURVEY RELATED AND ARE NOT SHOWN II II 1 II II II \IIIIII III �I II I III o� \ (. I ...l. �.._............ . ..... \��.. ... \ . \. \.I I.{ I ON THE MAP. I <� I . . I -I.. \ .. \ l \1 I IIIII I I I 1 l II I I I I I I wo \ I I I / \ ......... \- 1. - - - __ ) Iilrll:.1 od:1 14 EASEMENT FOR TURNAROUND PURPOSES, TOGETHER WITH ANY I I i I 1 1 I I I I 1 0m \ I- - . M / ... .... \ ... ....\ -- - - �\ I.I . .DsT IIII 1 I 1 I I Il II II I I \ E \ I' I' I ' -/ ' . . . . . . - . ' ' \ tc�.o . I INCIDENTAL RIGHTS, IN FAVOR OF THE CITY OF CHANHASSEN, AS CONTAINED \ f I I I \ \ r-1 IN THE GRANT OF TEMPORARY TURNAROUND EASEMENT, DATED JUNE 29, III 1 1 1 I I I II I I I \ 00 1 98, RECORDED JULY 8, 1998, AS DOCUMENT NO. A230789. 11 Il ; 11 II 11 II II II Ill 11 i III I _� _ - - - - - - \ \ ` • 15. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, - - - - \ \ \ 1pI I ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE 1 I I I 1 I I I TEMPORARY DRIVEWAY - - - - \ f DECLARATION OF EASEMENTS AND RESTRICTIONS DATED JULY 31, 2003, I 1 I I I I I I I 1 EASEMENT PER DOC. NO. _ _ _ 1 — — - - - - - \ \ I RECORDED AUGUST 1, 2003, AS DOCUMENT NO. THOSE EASEMENTS WHICH I h T139113 / A360698 / - \ \ I ' ) LIE WITHIN THE SUBJECT PARCEL ARE AS SHOWN ON MAP 11 1 1 1 1 1 1 1 � � � \ \ 1p1pY I I I I I I I N 11011 II I I \ 1 \ 1 16. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, IIIII 1 1�\1 �- - I / \ \ �1 \� \ I II \ ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE s EASEMENT AGREEMENT DATED AUGUST 28 2006, RECORDED SEPTEMBER 21, o1 II I PIPE W/CAP \ \ 1 0 \ /\ I - - - - - - // / - z I 2006, AS DOCUMENT NO. A450258. DOES NOT LIE WITHIN SUBJECT 9. 8 B1.3 o / I PARCEL - NOT SHOWN ON MAP. $•54'53" W / \ 207.69 - - - - - - 13 '�'•30 • " ® —1 — 17. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, G / \ e / \ - - - - - - --__-_-_ GAS VALVE ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE DRAINAGE AND PLATS /\ \ e - _ - -- --a1- EASEMENT AGREEMENT DATED AUGUST 28, 2006, RECORDED SEPTEMBER 21, EASEMENT PER PLATS OF \ o o � — � — — — ARBORETUM 2ND AND 5TH / \ �� `\\ / �zo K. -\ RZIM: -- -- - - - - 2006, AS DOCUMENT NO. T160081 AND RECORDED SEPTEMBER 22, 2006, ADDITION I \_ I -,- AS DOCUMENT NO. A450273. DOES NOT LIE WITHIN SUBJECT PARCEL - -- I \1p19� ;"; w \ 17 R ii F \7008 r NOT SHOWN ON MAP. APPEARS TO BE A DUPLICATE OF ITEM #16 18. HIGHWAY EASEMENT DATED MAY 23, 1924, RECORDED JULY 5, i I I 90.00 _T RIM: 1008.11 1924, AS DOCUMENT NO. A41799. DOES NOT LIE WITHIN SUBJECT PARCEL 1 AI - NOT SHOWN ON MAP (DEDICATED OVER AS RIGHT-OF-WAY IN PLAT OF I \ TURNAROUND EASEMENT PER / ARBORETUM BUSINESS PARK) \ DOC. NO. A230789 — — — — — — 19-21 FINAL CERTIFICATE FOR HIGHWAY 5. THESE ITEMS DO NOT LIE WITHIN SUBJECT PARCEL - NOT SHOWN ON MAP TABLE A REQUIREMENTS NOTES: \ i NOTES ARE NUMBERED AS THEY APPEAR IN TABLE A OF MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS FOR CLARITY 1) MONUMENTS HAVE BEEN PLACED AT PARCEL CORNERS AS SHOWN ON MAP. 2) ADDRESS OF SUBJECT PARCEL: 2970 WATER TOWER PLACE, CHANHASSEN, MN 55317 3) SUBJECT PARCEL LIES WITHIN ZONE X (AREA DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% ANNUAL CHANCE FLOODPLAIN) PER FEMA FLOOD INSURANCE RATE MAP NO. 270019CO226D, EFFECTIVE DATE; 12/21 /2018. 4) AREA OF SUBJECT PARCEL: 117.305 SQ. FT. 6A) THIS PARCEL LIES WITHIN THE PLANNED UNIT DEVELOPMENT (PUD) ZONING DISTRICT. NO FURTHER ZONING INFORMATION WAS PROVIDED BY THE CLIENT OR THE TITLE INSURANCE COMPANY 7A) THERE ARE NO BUILDINGS ON THE SUBJECT PARCEL, AS SHOWN ON MAP. 8) SUBSTANTIAL FEATURES ARE AS SHOWN ON MAP. 9) THERE ARE 38 STRIPED PARKING STALLS WITHIN THE SUBJECT PARCEL. CERTIFICATION : To LTF REAL ESTATE COMPANY, INC., CHASKA GATEWAY PARTNERS LIMITED PARTNERSHIP, A MINNESOTA LIMITED PARTNERSHIP, AND FIRST AMERICAN TITLE INSURANCE COMPANY: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(a), 8, AND 9 of Table A thereof. The fieldwork was completed on 7-12-2019. Date of Map. 7-18-2019. TM08 W. Von Neale, Surveyor JOB # 2018090 ISSUED: 7-18-2019 DRAWN BY: TWVN REV., SCALE: 1" = 20 FEET VAN NESTE SURVEYING PROFESSIONAL SURVEYING SERVICES 85 WILDHURST ROAD EXCELSIOR, MN 55331 PHONE (952) 686-3055 W W W.VAN N ESTESU RVEYING.COM SHEET 1 OF 1 CITY OF CHANHASSEN RECEIVED JUL 19 2019 CHANHASSEN PLANNING DEPT NORTH LIFETIME® HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 k PLAN SYMBOLS EXISTING RIGHT OF WAY LINE - - - - PROPOSED SETBACK PSC2------ UTILITIES SYMBOLS UTILITY POLE GUY OR ANCHOR STREET LIGHT y TELEPHONE PEDESTAL TELE ❑ GAS MAIN GAS EXISTING WATER MAIN I ELECTRIC BOX ""❑ TELEPHONE CABLE TELE ELECTRIC CABLE ELEC EXISTING STORM SEWER > EXISTING STORM MANHOLE EXISTING SANITARY SEWER >�- EXISTING SANITARY MANHOLE O GATE VALVE pQ PROPOSED GATE VALVE EXISTING HYDRANT CABLE TELEVISION BURIED -CATV FIBER OPTIC CABLE FO MAILBOX 10:1 TRAFFIC SIGNAL LINE SIG TRAFFIC SIGNAL HAND HOLE El HH EXISTING CATCH BASIN PROPOSED WATERMAIN PROPOSED HYDRANT PROPOSED STORM MANHOLE PROPOSED CATCH BASIN BITUMINOUS (LIGHT DUTY) CONCRETE PAVERS GUTTER OUT CURB LOT 1, BLOCK 1 CONSTRUCTION PLAN FOR: LIFE TIME �BORETUM BUSINESS PARK 5TH ADDITION PARKING LOT CONSTRUCTION, GRADING, CONCRETE CURB & GUTTER INSTALLATION, STORM SEWER, AND OTHER RELATED WORK. MINOR PARKING STALL ADDITION LOCATED AT: LOT 1, LOT 2, AND LOT 3 BLOCK 1 LIFE TIME FITNESS 2ND ADDITION SCALES 0 20' PLAN- PROFILE-HORIZ.- 0 5' NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS VERT.- ® BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR CROSS -SECTIONS- ® SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE -ONE CALL, 1-800-252-1166 OR 651-454-0002 PROJECT LOCATION THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND CITY OF CHANHASSEN'S STANDARD SPECIFICATIONS AND DETAIL PLATES SHALL GOVERN. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. SHEET NO. C1.0 SHEET NO. C2.0 SHEET NO. C3.0 SHEET NO. C4.0 SHEET NO. C5.0 SHEET NO. C6.0 SHEET NO. C7.0 SHEET NO. C8.0 SHEET NO. C9.0 SHEET NO. C10.0 SHEET NO. C11.0 SHEET NO. C12.0 SHEET NO. C13.0 SHEET NO. EO.1 SHEET NO. EO.2 INDEX TITLE SHEET EXISTING CONDITIONS (ORIGINAL SITE 2970 WATER TOWER) INTERIM CONDITIONS (2970 WATER TOWER) EXISTING CONDITIONS (CORPORATE PLACE) S1TE PLAN AND UTILITIES (2970 WATER TOWER) G�ADING PLAN AND EROSION CONTROL (2970 WATER TOWER) SITE PLAN, GRADING PLAN AND EROSION CONTROL (CORPORATE PLACE) LANDSCAPE PLAN (2970 WATER TOWER) LANDSCAPE PLAN (CORPORATE PLACE) DETAILS STORMTECH DETAILS OVERALL PARKING PLAN (CORPORATE PLACE) STORM WATER POLLUTION PREVENTION PLAN ELECTRICAL SITE PLAN (2970 WATER TOWER PLACE) PHOTOMETRIC SITE PLAN (2970 WATER TOWER PLACE) THIS PLAN CONTAINS 15 SHEETS GIN DRECEAVED SSEN SEP 12 2019 GHANIA001 PLANNING DEPT UUNDUL I AN I RfalK � NUMB 10062 FLANDERS CT NE BLAINE, MN 55449 TAUF tlOATA PROJECT INFORMATION U z Q O U Q LU o -iI--z Q C G 0 w � 0 z LU z 0 a_ C/) Ff elf c)O Q a_ LU�z LU CV = O O U LU LL c tV J CV O O _ CV DRAWING LOG REV I DATE DESCRIPTION 1 1 9/3/19 ICITY COMMENTS UUrIrwc IIALIIT IYUIRut BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REG.NO. � 42350 EXP DATE: 0/20 ISSUE DATE: 9I3H9 W W J H H SHEET NO. cl woo PUBLICATIONS Issued for Permit PLAN SYMBOLS EXISTING RIGHT OF WAY LINE - UTILITIES SYMBOLS REMOVE STREET LIGHT 0 STREET LIGHT O-O TELEPHONE PEDESTAL TELE❑ GAS MAIN GAS EXISTING WATER MAIN ELECTRIC BOX ELEG❑ ELECTRIC CABLE ELEC EXISTING STORM SEWER > EXISTING STORM STRUCTURE EXISTING SANITARY SEWER >; EXISTING SANITARY MANHOLE O GATE VALVE m EXISTING HYDRANT FIBER OPTIC CABLE FO PROPOSED STORM STRUCTURE PROPOSED STORM SEWER > EXISTING BITUMINOUS PROPOSED BITUMINOUS [- CONCRETE . NO PARKING DENOTATION I REMOVE GRAVEL ISURFACE PLACED FOR EMERGENCY OVERFLOW PARKING. SALVAGE AND REUSE AS POSSIBLE AS ASE FOR PROPOSED PARKING LOT I I Ill,. I -- -.. 1 �i I I I I I I I I � III III i 1 I I y7 I I I I i I I I I _�-✓'p-� I III '�. I I _ I I I I 4 I I I I Qi I 1 I I Ij I I,�H III° 9 CH; t-- --------------- AFTER REMOVALS, HAVE BEEN COMPLETED GRADE AREA TO APPROPRIATE" SUBGRADE ELEVATION. ✓� LTHEN UTILIZE AREA 7-TEMPORARY STOCKPILE OF _ - _ _ _ _ GRAVEL FOR REUSE. / OU N D REMOVE CONCRETE SIDEWALK APPED IP W- R- EMOVE LIGHTlp7006 ENBE-- 4' DIA. I- - INV 1002.64(N) INV 1002.48(E) INV 1004.04(S W) 9'28"W 998.5 GAS � GAS eEcc ELE[ v GAS. RIM '003.89 D WV NV 992.81(N) / v INV 99 . (S) 2 21W / ----------------------- -- » I I V 7--t =P » 6" PVC W / > " 15" RCP - >-> 6„PVC I NORTH 0 20 1 VERT. 5 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 UUIVAUL 1 AN I R«Rlh( k NO(IAM 10062 FLANDERS CT NE BLAINE, MN 55449 TAUT 1604 PROJECT INFORMATION O Lu _F- Q 0 J Z Q r Lu Lu Z O Y � co C/) Q Lu Z F-- 3: U o LLJ ti LL Cy) J CV DRAWING LOG REV DATE DESCRIPTION 1 9/3/19 CITY COMMENTS UUNNULN I IALI I x NU I IGE BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF. MINNESOTA NAME REG. NO. _ 42350 EXP DATE: 130/20 ISSUE DATE: 9/3/19 U) Z 0 r) Z O U Z F- U) X w 2 ly- LIFETIMEqD HEALTHY WAY OF LIFE NORTH 2902 CORPORATE PLACE CHANHASSEN, MN 55317 30 ❑H ❑H — OH H - OH - — DH ❑H ❑H ❑H OH OH_ DH DH OH DH ❑H ❑H ❑H � OH - DH CONSULTANT / AVER 5 'Y ,,,F „• PROTECT STORM STRUCTURE _ IMIII6 k ASSO(IATE WETLAND MODIFY CASTING _ 0� _ _ — — 10062 FLANDERS CT NE DELINEATED BY ALLIANT ENGINEERING, INC. CLEAR AND GRUB TREE (TYP.) — — — — PROTECT TREES wrt BLAINE, MN 55449 UK ON APRIL 30, 2004 REMOVE CURB AND GUTTER REMOVE CURB AND GUTTER RELOCATE SIGNS AS NECESSARY— / — — � REMOVE CURB AND GUTTER RELOCAT, HT Lf ,. Z / � a�' � ,.'-" ° nsvw� i,"�-.- e A � , 10• ""L 1 .r -... �., � � ; � • f'�• � �/j �. _. l f_"-v- _. •�� �r_.-1 � •a^ .-, d,- r ��'%� kw.. �.,.... o..avr -•. U .,,-� Cs r !.. �S-,"''�_ 1PV ...f. r_—,. 1 71 J �..,� to• �ISM[� _ �."/`-�� , 1Y - - ( 1 �� V �_. ° tiw, 7 _. _. ._-7.,n� { _..✓ i 1- --- >>- >>- >>- >> >> >>- >> -7 Q _- - T _-- ._._ - --- - _ ( v / �—�if z � 1 J PROJECT INFORMATION L L ==i ILL] m 0 > > I! v Lu , Ld z oz z _ w I � O'I m � U Q --- -- m a- m z 04 1 H- Lu LL M DRAWING LOG REV DATE DESCRIPTION Q 1 9/3/19 CITY COMMENTS I - I I ', �L:== , CONFIDENTIALITY NOTICE BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND (n AGREES THAT THE INFORMATION J — CONTAINED HEREIN IS OF J I CONFIDENTIAL NATURE AND THAT Q THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR (n ^ / OTHERWISE TRANSMIT IN ANY WAY / ANYTHING HEREIN, EITHER IN 1 WHOLE OR IN PART WITHOUT THE Z REMOVE HYDRANT AND VALVE iI / / PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS INC OR ITS Y PROTECT EXISTING STORM SYSTEM REMOVE SIGNS AS NECESSARY COMPLETINGTHEPOTENTIAL L� I SUBSIDIARIES (THE 'COMPANY'), II '2 N TRANSACTION CONTEMPLATED BY _ EXCEPT FOR THE SPECIFIC TT ��—_... L I_._ _®(" an+.n PURPOSE OF ANALYZING AND THIS MATERIAL.THISMATERIALREMAINS._____..— r_�.aI' / . -_ _„ , ( THE SOLE PROPERTY OF THE _ I / COMPANY THE RIG T TO REQUIRE O _— "•---`-�,;_ �% � RESERVES THE RIGHT TO REWIRE — / ITS RETURN AT ANY TIME. � ! su-xea Q �— > > > > % > % > ) > — c'' / PROFESSIONAL OF RECORD 0 mmm r„ I HEREBY CERTIFY THAT THIS Q r _ _ J 9`• PLAN, SPECIFICATION, OR Yx-sw.3o a -- 1 �/ REPORT WAS PREPARED BY ME � OR UNDER MY DIRECT 1l / SUPERVISION AND THAT I AM A J REMOVE CURB AND GUTTER DULY REGISTERED ENGINEER Q STATE UNDER OF OF: EMINNESOTA H - � �'..=_� 3 --�-4' .� s.___. 4-._ � b>y -r": e*-. _._ i': ,�. •s•_._.__.:..,,, �; °s ---... L. °n;x �.-.%/�i \_ .• �� _ — 1 -�- _. .- -4?' • ,._ �� ,<, • -� � �`.'� .�-' •�_.- = a y" l> . _ r t:, r �^� {��E — NAME REG. N0. 4235 C EXP DATE: __ CI 7� CLEAR AND GRUB TREE TYP.\ STAMP .'s C PROTECT EXISTING STORM SYSTEM PROTECT HYDRANT AND VALVE Z w Q / '• ./Na�' .'•1 Z / NOTE: — __ 1. REMOVE AND REPLACE STORM SEWER CASTINGS AS NECESSARY TO ADJUST FOR NEW PARKING STALLS. X W c c ISSUE DATE: 9019 Fr ELCC c SHEET NO. W w C4000 I w I PUBLICATIONS C PLAN SYMBOLS EXISTING RIGHT OF WAY LINE UTILITIES SYMBOLS STREET L GHT 0-F-1 TELEPHONE PEDESTAL TEE ❑ GAS MAIN GAS EXISTING WATER MAIN ELECTRIC BOX ELEC.❑ ELECTRIC CABLE ELEC EXISTING STORM SEWER > EXISTING STORM STRUCTURE (D Mai EXISTING SANITARY SEWER >, EXISTING SANITARY MANHOLE O GATE VALVE D4 EXISTING HYDRANT FIBER OPTIC CABLE FO PROPOSED STORM STRUCTURE PROPOSED STORM SEWER > EXISTING BITUMINOUS PROPOSED BITUMINOUS CONCRETE NO PARKING DENOTATION ' I 5 I \ PROPOSED PARKING STALLS \ /\ I I \I I /\ III ICI ---_ __ ._--_I -1 I G� _ _ _ ___ ___ ` I I I I I I -- �__._- -r - 1----! -I___ C__�' __-l____1_ _. I_ _ 2 _-_.._ _ __. __- r _ �-L__-? --i ----- 7____L I I m; 6„ DRAINTILE EX ROW (SEE DETAIL FOR B uCLEANOUT YA NO PARKING SIGN - i I 4" WH�TE STRIPE, EPDXY I I I I B612 CONCRETE CUR AND GUTTER I I I I I I I 6" D AINTILE (SEE DETAIL FOR BI EDDING) I I I I NOTE: 1. STORM SEWER INVERTS ARE ELEVATIO S INTO THE STRUCTURE UNLESS NOTED AS "DUT" I WV SEE CITY DETAIL 5207 FO DRIVEWAY ENTRANCE TO STREE NO PARKING SIGN NO PARKING SIGN — 26' 952-227-1300 48 HOURS PRInIR7 COMMENCEMENT,rrk �) INVAN O 1004.04(SW) III --I 1 I III I I I I i I I I II I JI. ?i� IIL-_ G, t J 9'28"W 998.52 2970 WATER TOWER PLACE LOT 1, BLOCK 1 ARBORETUM BUSINESS PARK 5TH ADDITION Existing Zoning PUD - Planned Unit Development Proposed Use Life Time - Parking Lot Lot Area 2.68 acres Ex. Building Area N/A Prop. Building Area N/A Ex. Impervious 21,291 sq ft (2970 Water Tower) Prop. Impervious 62,250 sq ft (2970 Water Tower) Existing Parking 126 Stalls (Including 2932 Water Tower) Proposed Parking 300 Stalls (Including 2932 Water Tower) Required Parking N/A Lot Coverage Parking Lot 53.3% Pervous/Green Space 46.7% �B INV 992.21(S) G I 62, W » AND CONFIRM ELEVATION I v » ip ES NOTIFY THE ENGINEER » 6" PVC W -> ti 15" RCP > PVC RIM I _ RIM 1008. INV 989 37(N / ) NORTH 0 20 Q� Y VERT. 5 LIFETIME HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 Ufa% kNOMM 10062 FLANDERS CT NE BLAINE, MN 55449 TAIL HUM PROJECT INFORMATION z O W U H Q 0 z Q elf W z z p (n U) Of Q 0— LU z W Q 2 U W L.L J CV DRAWING LOG REV I DATE IDESCRIPTION 1 1 9/3/19 ICITYCOMMENTS CONFIDENTIALITY NOTICE BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE COMPANY'), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME, PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REG. NO. � , 42350 EXP DATE: /30/20 TAMP SUE DATE: 9/3/19 C5000 PUBLICATIONS Issued for Permit W F— 17) i1 J Q z Q J F- J_ F- Z) 0 z Q F- U) ��j I L 1 —.., ,•tdd. `. t't,l.l ___ I -- - -- TELEPHONE PEDESTAL e e \ \� .. oos °p0 )LL — __--II L:_ - I l I — — GAS MAIN \ \ \ —`_ _ - - EXISTING WATER MAIN I I I ` \ \ _ — - sss- - - ^ - — \• p - - - - J - -- \ - -- --- ELECTRIC BOX EIEL.�0. — TTT������ 9 — —\_ ELECTRIC CABLE I�7 �� \ \ E (LEA s EXISTING STORM SEWER EXISTING STORM STRUCTURE ® EXISTING SANITARY SEWER SLT L 000, — ��— — — — T— — EXISTING SANITARY MANHOLE O / / -/SLT -SLT GATE VALVE D4 SLT SLT ,°°\ c � �q 1° ^ � N 8 9 ° 9' 2 8 " W 9 9 8.5 2 - - EXISTING HYDRANT / / L / / / FIBER OPTIC CABLE FO � � / � _ '_•, , < ,.- �•- ° , PROPOSED STORM STRUCTURE ® ®.;' . PROPOSED STORM SEWER > EXISTING BITUMINOUS I / I I \ INLET P PROPOSED BITUMINOUS -- - I CONCRETES I NO PARKING DENOTATION l V/ r 70 o, t, I kr t I l 0 t O % s ,t I I I I I I I I I I I I I I I r"�� INSTALL SILT FENCE IN PERVIOUS " A I I I I Tj o AND BIOLOG IN IMPERVIOUS SPRF IIIIIIII IIIIIIII ��� � �I� I I I I I I I I I I I I I i l I/ III ,I IIIIIIII III II I I I I I � I11111IIII ItIIII �'� � r i INV 4.34(E) I� IN? 99994 . 1(N) I I I I I I I I I I I I I I NW W) L )RE WITH SOLID CASTING r NV 996.06(W) EXISTING 1 —S lJ!\Y BLOCK BUILDING 2932 WATER TOWER PL. CHANHASSEN, MN 55317 BUILDING EXTERIOR= W 20,338 S.F N J 1 IIII III II IIIIIIII ��� > ` I IIII 11 I I I II I I I I I I I I\ 0��I Illlil l� I - I 1, 1 I I SIT SL -S--SLT — T SLT — SLT — LT I' 70 II — _ \ \ \ \ 6 PVC I I I I I \\\1JZ4� -( X. LOON RIM 1007.81 - .. a—�-CLEC o, -.,.....maw :::.::....�.. ._ ... ..:-..=_ ,.s%�+ A � . ➢ . i r, Ea SG ROCK CONSTRUCTION ENTRANCE— AS �� RIM 100 I WV INV 992.81(N) INV 992.21(S) RIM 1007.84 D� INV 1002.64(N) \� INV 1002.48(E) V / INV 1004.04(SW) \ 15" RCP 0 RIM 1008.11 RIM 1004.29 SAN. CLEANI I _II \ l /24" DIP 6„ PVC W RIM 6 PVC /NV 98g 3.03 INV 37(N) NORTH 0 20 01 VERT. 5 LIFETIME® HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 VViWyV !IV\1 - Ufa% k NUMB 10062 FLANDERS CT NE BLAINE, MN 55449 TROT HUM PROJECT INFORMATION O U i- Q Q z Q LLI z z O I-- (n 1 I fLU I- 7 Z LU Q = U Lu rn LL J N DRAWING LOG REV I DATE IDESCRIPTION 1 09/03/19 ICITYCOMMENTS CONFIDENTIALITY NOTICE BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY'), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REG. NO. 42350 EXP DATE: /3meo STAMP ISSUE DATE: 9/03/19 SHEET NO. C6000 PUBLICATIONS Issued for Permit , i + o , , r _ l - ` 82 - _ / r :- FT - — - - v ❑H CPR '30 — - — — — — — ❑H ❑H off - ❑H E,H [TH —T H AVERT. PROPOSED PROPOSED TRAIL PROJECT m WETLAND DELINEATED BY ALLIANT ENGINEERING, INC. ON APRIL 30, 2004 982 _ _ — --- 81 - 17 ' 398\ Q 9,� 1 TW-B9 �c / / i. ., ,w• - " TNY�950 n o,� BW �90.87 BWa 0 g — - _ e. r — / 2, `,+.�; 4.. .5,. o-ier, _.. - .: t. „ _ ��-L t 98 s. HW 995 \ fi -_ 8�3 _ 5. x,+....., i W 98$.�30 ^,� �—g9 �90 � �fW 9870 `/j//J/ r m _ iiiTW 994.0 TW 993 2fl_..,_o.�..a..� .. _ __ _ ... � - I I .� BW 994.0 BW 99.�.2C1 7T/ r qa, __ _- B 3. 71 i I 8 ta ..... _.. t! J TW 9851 - -- SLT SLT —SLT � SLT __ SLT SLT .,- SLT SLT SLT---- TW s8zo `„s���. -"� s ew �s.a.so SLT -- SLT SL TW 990.5 Tv760.50 Bw s87.o s- — SLT S _ s8 / Bw 990.5 Bwtssa.so > >> » >`> > Ae-1 » ILL I �- _ J IT, / I ' 1 w _ STALL BIOLOG ALONG CONSTRUCTION IMITS W N WORK IS NOT TAKING LACE _ = 1 I % i 1 OF SE Ile ! it SWAS NECESSARY TO EVENT MI RATION I \L ENT E I > y 'I l C _ v 1 2902 � � Ir�a3 N 2900 i LLt�li- ( - ( — - - I I fiTTTT7U) t 16 —� --- I I I 1 L, r I II� J t l I I e, � — I I� �I 4 .�,f _ rn / �.. •BBB_, ^,% I n 51 ! C — _SLT SLT — SLT SLT LT SLT_ SLT SLT \BW 995.0--- r, I_ ITC 9 24" VALLEY GUTTER (TYP.) INSTALL HYDRANT, VALVE, AND 6" WATERMAIN CONNECT TO EXISTING /—INLET PROTECTION (TYP.) SLT SLT - SLT- SLT- SLT- , I I� - Tw �004.0 �- — - --TW 9Q4.6'� ^ IL L` TW--995.50 Tw 995.0 — — _ TW 995._ r Bw -389 2-5-- ..-- I I ! I . hi 2901 z O Q 1n cn Ld z cn m w Of O m m a PROTECT UNDERGROUND STORMTECH SYSTEM I / I n INSTALL BIOLOG ALONG CONSTRUCTION LIMITS WHEN WORK IS NOT TAKING PLACE -- SWEEP AS NECESSARY TO PREVENT MIGRATION / OF SEDIMENT C _ - I 4 — 1, j Y16. I SLT— SLT SLT SLT SLT SLT SLT- SLT SLT SLT SLT-- SLT SLT S SLT SLT— SLT SLT SLT_ r �- a I —ANI�I I I I � ,c , _ Ilee TW 994.20 TW 993.0 -- - / �.. — � 700 T� . m / 2900 CORPORATE PLACE 2902 CORPORATE PLACE '""\ i — PIN 254280020 2901 CORPORATE PLACE PIN 254280030 PIN 254280010 fl!( lII111C� - w EXISTING PARKING (AFTER COMPLETION OF BUILDING): EXISTING PARKING: o., " 301 REGULAR PARKING STALLS 298 REGULAR PARKING STALLS EXISTING PARKING: IvI I I (I I ((IIIII _ 7 HAONDTORCYCAPCLE STALLS STALLS TALSLLS �08 REGULAR HANDICAPPSTALLS ARKING STALLS 8 HANDICAP STALLS PROPOSED PARKING ADDITION: PROPOSED PARKING "ADDITION: °' PROPOSED PARKING ADDITION: 18 REGULAR PARKING STALLS 15 REGULAR PARKING STALLS 74 REGULAR PARKING STALLS IIIIIIIIIIII( TOTAL PARKING AFTER PROJECT: 1 HANDICAP STALL 2 HANDICAP STALLS JII(Iljl(IIIII 319 REGULAR PARKING STALLS TOTAL PARKING AFTER PROJECT: TOTAL PARKING AFTER PROJECT. III(((ii(IIIII ____ e c cL 8 HANDICAP STALLS ELEC 312 REGULAR PARKING STALLS 541 REGULAR STALLS 3 MOTORCYCLE STALLS 12 HANDICAP STALLS W 8 HANDICAP STALLS PROPOSED OPOS DL SSTALLS LLS 18' LONG X 9' WIDE RIS LIFETIME ID HEALTHY WAY OF LIFE 2902CORPORATE PLACE CHANHASSEN, MN 55317 Ufa% k NUMM 10062 FLANDERS CT NE BLAINE, MN 55449 TRUi HOAAI PROJECT INFORMATION 0 Lu U � 0 ui Q �z Z 0NNz 1..1_ W OU) Q Q rn z W N 2 �U O O N LL rn J N DRAWING LOG REV I DATE IDESCRIPTION 1 09/03/19 1 CITY COMMENTS WNrwervii„urr NUiit BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF. MINNESOTA N/)ME REG. � 4235350 EXP DATE: 830118 STAMP 3SUE DATE: 09103119 SHEET NO. C7000 PUBLICATIONS J Q 0 z J z 0 Q I t5 5 �.- 2 PLAN SYMBOLS EXISTING RIGHT OF WAY LINE — — UTILITIES SYMBOLS STREET LIGHT o-0 TELEPHONE PEDESTAL TELE ❑ GAS MAIN EXISTING WATER MAIN ELECTRIC BOX EXEC❑ ELECTRIC CABLE EXISTING STORM SEWER > EXISTING STORM STRUCTURE EXISTING SANITARY SEWER >: EXISTING SANITARY MANHOLE O GATE VALVE pd EXISTING HYDRANT FIBER OPTIC CABLE FO PROPOSED STORM STRUCTURE PROPOSED STORM SEWER > EXISTING BITUMINOUS PROPOSED BITUMINOUS CONCRETE NO PARKING DENOTATION I I � II 4,1 —1I --7I- '_-1II— II _1-�I LL�fl l _I='= IIl III II -- - = - - — -- --==-- J� Lam_- \ o IR '�.1 r =' ,�,% • `^ 4R, ' v IVAS 9 N 89 9 28 W 998.52 4 W a e. yl -- DL 6 3 �} DIL RA W i{ �yM.I0,13 HN RA GT SIR 3 GT --- PLANTING LEGEND W _ r PROPOSED DECIDUOUS TREES � SHRUBS XT UNDERGROUND STORM TECH SYSTEM LOCATION SOD -DISTURBED AREAS m PROPOSED ORNAMENTAL TREES — 40 U - Iv LD I V J ------ T L�- _Lt a.J ----- S R — i.. 24" DIP 6" pVC RIM 10p3.03 NV 989 lNV 9RR'3j(N) NORTH 0 20 VERT. 5 Deciduous Tree Schedule Symbol Quantity Scientific Name Common Name Size Cont. Type BIN 4 eetula nigra River Birch 2" B&B Single Stem GT 8 Gleditsio triaconthos 'Droves" Sweet Keeper Honeylocust 2.5" B&B Single Stem SR 4 Syringa reticulate Japanese Tree Lilac 1.5" B&B Single Stem TM 5 Tila mongolica 'Harvest Gold' Harvest Gold Linden 2.5" B&B Single Stem UA 1 Ulmus americana 'Princeton' Princeton Elm 2.5" B&B Single Stem 22 Tree Total Deciduous Shrub Planting Schedule Symbol Quantity Scientific Name Common Name Size Type Spacing RA 24 Rhus aromatica 'Gro-Low' Gro-Low Fragrant Sumac 24" HEIGHT #5 Cont. 5'O.C. DI 48 Diervilla lonicera Bush Honeysuckle 24" HEIGHT #5 Cont. 4' O.C. 72 Shrub Total HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 5531, WIVAUL I AN I ILMIN k NUMB, 10062 FLANDERS CT NE BLAINE, MN 55449 TA I HGAN PROJECT INFORMATION Z O_ LLI 0 Q 0 J Z Q LLJ Z ZO Y H� U)�/'� VJ Q LL a- LU Z U o LU ti LL J N DRAWING LOG REV I DATE DESCRIPTION 1 09/03/19 ICITY COMMENTS vviiriuc IiM it IYy IRot BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REG. NO. 42350 EXP DATE: 13l AMr ;UE DATE: 09/03/19 PUBLICATIONS Issued for Permit LIFETIME HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 — r — — — — - -- — — — CONSULTANT 0 30 rr rrrrnn yy / nr( / nT r VERT. 5 Uf�K% k NO(�AM - 10062 FLANDERS CT NE BLAINE, MN 55449 ❑H -- L]H ❑F — EH — - ❑H ❑H OH __ L — — —6 — — — — _ ❑H — ❑H - ❑H ❑H OH_ ❑H _ — — — — — — - - off off — - off off ❑H — — ❑H — — — — _ n`` — 41 \ PROPOSED TRAIL PROJECT`` ,vn i a w -1 7 CS C. — TA _ — — ------ — — _— CS_ -- - - --._ — — --PT r. ,f l 77 1 6• .. d`-- m y _EP1T1 — v FT � �": `� �' ° it { .� J.._.'r/ ' iwi v, r �y � _v ' ' ' d� _C''w' ° nen - W vjf\` r Tfl' `-•.ry�FF LLJ Flow- r PROJECT INFORMATION a 0 Q >>>> > > > —�— > > > —�— --- > > — > > > > TA TA J >>> > > > > W — T —�E\ I p It f J �' I p I I. 04 » » -» „ l» I I r I W N= v } w rn N — W \ '� o T� \ ,96-1 DRAWING LOG � I ( I i' REV DATE DESCRIPTION I J, li 5c )I) �� Ia f/ a / J n % a { F �� 1 09/03/19 CITY COMMENTS _ ... — — — >> >> »" x �,9 -e�'vj I � ­J�' }�J � I\ A41 _� , _- -__ ---i J �� , \ PLANTING LEGEND / n { fil PROPOSED DECIDUOUS TREES �1 ( ,1 "} j II' TIM IF n I i PROPOSED CONIFEROUS TREES SOD -DISTURBED AREAS -- �� CONFIDENTIALITY NOTICE BY ACCEPTING THIS MATERIAL, THE \ Deciduous Tree Schedule I ^ \�= RECIPIENT ACKNOWLEDGES AND / AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A Symbol Quantity Scientific Name Common Name Size Cont. Type CONFIDENTIAL NATURE AND THAT 3 AF 4 Acer x freemanii 'AF#l' Firefall Maple 2.5" B&B Single Stem I / THE RECIPIENT WILL NOT COPY, GT i BN 3 Betula nigra River Birch 2" B&B Single Stem DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY GT 8 Gleditsia triacanthos "Droves" Sweet Keeper Honeylocust 2.5" B&B Single Stem ( / ANYTHING HEREIN, EITHER IN PT 7 Populus tremuloides 'NE Arb' Prairie Gold Aspen 2.5" B&B Single Stem : WHOLE OR IN PART, WITHOUT THE !it TM 4 Tila mongolica 'Harvest Gold' Harvest Gold Linden 2.5" B&B Single Stem I PRIOR WRITTEN PERMISSION OF — LIFE TIME FITNESS, INC. OR ITS TA 3 Tila americans American Linden 2.5" B&B Single Stem / SUBSIDIARIES (THE'COMPMr), I COMPLETING THE POTENTIAL Coniferous Tree Schedule ( TRANSACTION CONTEMPLATED BY J h I / EXCEPT FOR THE SPECIFIC Symbol Quantity Scientific Name Common Name Size Cant Type ^ PURPOSE OF ANALYZING AND THIS Q ! CS 9 Picea pungens Colorado Blue Spruce 8-foot B&B Single Stem x 7 MATERIAL.THISMATERIAL REMAINS 1-- 38 Tree Total / THE SOLE PROPERTY OF THE (!) COMPANY AND THE COMPANY Imo— RESERVES THE RIGHT TO REQUIRE e . ITS RETURN ATANY TIME. Z _-. l � — --k w {' J - If tea, AF PROFESSIONAL OF RECORD Y It PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT J T-1 SUPERVISION AND THAT IAMA Q I 7� 'j \ / DULY REGISTERED ENGINEER O 3 yE3LN 1 1-per �> e > 1 > > 1 > > > > > �w\ UNDER THE LAWS OF THE STATE CS `, GT GT 1 GT C3T - B N P T �� V NES REG. NO. F- -i,rr' _ ----- - MIN TA 4235 .. rs. iI .; Ls.. • _ _ I a sF . ! a !.. ..; ; .... _� _ ...,a, �....r..f ", '!' d , . :.<.i: ,T. i. .. r ,.,. EXP DATE. 6118 I , ,... i, .. r ::! .ra„ _ ,.. t :h4 { ., ., k,.. : i U.: �...� �.>! _ .s .. •Ir, i:.... ."t_ I � , �/�l -.E -----_ ` _ '- - , I ±i.:��, ..,rs� , pp ss:, n,. s ,n ..I .,. i„ I ,r.� , s tw...�, e•> STAMP Q -'�`� �.. � _ _ B G"- ..,, i W W W VSif 9" W W W j� W W W W W Y.�F4. W W $PPIN•-. ' A �-. ', w ' .. • _ — - - _—...� {� r j I t \ \ f svtiv<:e. / /� '�...J C T�• :4 f Y \1Y e �E Y � VJ , . , , ., . �.. >m 4 PT 5r}. ., 3ss }. _ ,-."w Iti`,P__: s r{ x. L... w la k,i6i;{.+u„. s �, ..,EM'_� t ,.. �,3 �7N hn n,i(.k -', 1 J I: P T 1 ISSUE DATE: 09103119 „ SHEET N . PT \ 9000 PUBLICATIONS • I 1.5" SPWEA340F BITUMINOUS WEAR COURSE 2" SPWEB340F BITUMINOUS BASE COURSE FILTERED WATER WIRE MESH (1/2" BY 1/2") L8" CLASS 5 AGGREGATE BASE APPROVED, COMPACTED SUBGRADE PAVEMENT SECTION INLET W/O CASTING SEDIMENTATION BARRIER BIOLOG DETAIL v ° v ° 2" DEEP TRENCH SEDIMENT CONTROL LOG j FLOW \-PLACE IN SHALLOW TRENCH (1"-2" DEPTH) 8"-10" EMBEDMENT DEPTH BIOLOGS: STAKE INTO THE GROUND WITH WOOD STAKES WHERE BIOLOGS WEIGHT WILL NOT ENSURE THE LOG REMAINS IN PLACE AND SURFACE ALLOWS. WOOD STAKES ARE A MINIMUM OF .5" X 2" BY 16" LONG. WOOD STAKES DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG AT AN APPROXIMATE 45' ANGLE WITH TOP OF STAKE POINTING UPSTREAM. WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE WHERE SURFACE ALLOWS. BIOLOG DETAIL 9 GAUGE SHEET METAL; MOUNT WITH 2 CHROME, ROUND HEAD SCREWS - PAINT ROYAL BLUE PMNIND 18" REWIRED 9P ro 12M wE iLA NCUTM vm > 6" 3" STANDARD METAL SIGN POST — °o (GALVANIZED) o 6" STEEL PIPE BOLLARD, FILLED W/ CONCRETE 48" 60" PARKING LOT, SIDEWALK, OR OTHER 18" DIA. CONCRETE NOTE: HANDICAP PARKING SPACE AS PER DETAILED LAYOUT ACCESSIBLE PARKING BOLLARD CLASS 5 AGGREGATE BASE XTILE FABRIC VD ROCK GID JTILE ICK FER MEDIA JNDED 3/4" WEE DRAINTILE BELOW IMPERVIOUS AREAS L-4" CONCRETE 4" CLASS 5, AGGREGATE BASE APPROVED, COMPACTED SUBGRADE SIDEWALK SECTION (CONCRETE) 1 mohm! �11 �4�qqWffi CONCRETE 6" CLASS 5, AGGREGATE BASE APPROVED, COMPACTED SUBGRADE PAD SECTION (CONCRETE) CROSS -HATCHED AREA, STRIPE ® 24" OC FOR 4" WIDE WHITE STRIPE (TYP) ACCESSIBLE ACCESS AISLE. PARKING SIGN THESE AREAS ARE TO (REFER TO SIGN DETAIL) BE PAINTED YELLOW NO PARKING SIGN "NO PARk MARKING CROSS Hl C 9'-01, 91-01, NOTE: PARKING SPACES AND ACCESS AISLES SHALL COMPLY WITH SECTION 302 AND HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. ACCESSIBLE PARKING '"SH GRADE ENCH CKFILL TEXTILE FABRIC UND ROCK ' DRAINTILE /SOCK FILTER MEDIA ROUNDED 3/4" GRAVEL DRAINTILE BELOW PERVIOUS AREAS 3" RADIUS 1/2" RADIUS 3" RADIUS SLOPE 3/4" PER FT — a p ° r v. e a '0 v v e 9 . ° v v v 12" I 8" 1/2" RADIUS 6" / CONCRETE CURB AND GUTTER B612 3" RADIUS 1/2" RADIUS - 3" RADIUS 1 rx�; ° 1/2" RADIUS 1% SLOPE OR MATCH CH F_'e °° O BITUMINOUS SLOPE a 4 N ° b e4. e \ ° . 12" 8" INSTALL C, WITH BOLT EXPOSED 36 1/2" CURB BOX ADJUSTABLE 6" TO 9" 35 1/4" 11".1 7/8" 6" 5" �6„ 17 3/4" ?' � If 3 1 8 33" 15 1/2" 2.4' - 7.4' 36" 24" 43" 31" I..LLr11V, li1aJVILV, ANGULAR STONE INSTALLED TO ELEVATION 1000.1 CONCRETE CURB AND GUTTER B612 (GUTTER OUT TYPICAL PLANTING DETAIL- ABOVE STORMTECH SYSTEM THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS NOT PERMITTED. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. REMOVE ALL FLAGGING AND LABELING FROM TREE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. CREATE A SHALLOW RING DEPRESSION AROUND TREE TO RETAIN WATER. PLANTS SHOULD BE AT THE PROPER DEPTH WHEREBY THE BEGINNING TAPER OF THE ROOT FLARE IS AT THE SAME ELEVATION AS THE FINISHED SOIL GRADE. THIS SHOULD BE THE SAME DEPTH AS THE PLANTS WERE GROWN AT IN THE NURSERY. NOTE THAT THE ROOTS OF BALLED AND BURLAPPED PLANTS ARE UNACCEPTABLE WHEN THEY ARE COVERED BY MORE THAN 4" OF SOIL IN THE TOP OF THE BALL. SET TOP OF ROOT CROWN 1" ABOVE FINISHED GRADE. MOUND PLANTING BED SOIL SLIGHTLY TO TO TOP OF ROOT CROWN. SCARIFY SIDES AND MINIMIZE CONTACT BOTTOM OF ENTIRE PROVIDE MIN. 2.5' RADIUS WOOD MULCH CIRCLE AROUND W/ PLANT STEM(S) BED WITH SPACE BY EACH ORNAMENTAL TREE TRUNK - 3" DEEP - PER SPEC. NO HAND TO BIND WITH MULCH TO LAY AGAINST COLLAR. PLANTING SOIL PLANTING SOIL CUT AND REMOVE ALL WIRE, ROPE, AND BURLAP, FROM THE TOP 2/3 OF BALL AND BURLAP TREES. ROOT BOUND CONTAINER TREES TO BE SCARIFIED ON THE SIDES AND BOTTOM, SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON MOUNDED SUBGRADE PROVIDE RODENT PROTECTION ON ALL DECIDUOUS TREES UNLESS OTHERWISE SPECIFIED. UNDISTURBED SUBGRADE. THE FOLLOWING STANDARD PLATES SHALL APPLY ON THIS PROJECT. THEY CAN BE FOUND AT: http://www.ci.chanhossen.mn.us 436/Stan dard— Specification s— Detail — Plates CHANHASSEN STANDARD PLATES PLATE NO. DESCRIPTION 1004 TYPICAL HYDRANT INSTALLATION 2110 MANHOLE CASTING AND ADJUSTING DETAIL 2201 PIPE BEDDING IN POOR SOILS 2203 PIPE BEDDING FOR PVC PIPE 3100 STANDARD STORM MANHOLE 3101 STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR 3102 TYPICAL 4' DIAMETER CATCH BASIN MANHOLE CURB CONSTRUCTION AT CATCH BASIN _3106 5207 COMMERCIAL INDUSTRIAL CONCRETE DRIVEWAY APRON 5218 FIRE LANE SIGNAGE 5300 SILT FENCE 5301 ROCK CONSTRUCTION ENTRANCE 5302A CATCH BASIN SEDIMENT TRAP 5303 SOD PLACEMENT CASTINGS SHALL BE NEENAH R-3067-V OR EQUAL STANDARD INLET CASTING LIFETIME SM THE HEALTHY WAY OF LIFE COMPANY 2902 CORPORATE PLACE CHANHASSEN, MN 55317 I1T-E-RING k ASSO(IATlS 10062 FLANDERS CT NE BLAINE, MN 55449 TAR HUM PROJECT INFORMATION I— Q Lu 0 U Q Q J Z rn V 0� Z LUz Lu Y OU) 0 1' _ LuZ W Q �U = O ui O� N LL J DRAWING LOG RE DATE COMMENT 1 9/3/19 CITY COMMENTS wwrIV m I TALI I T NU 1 IGt BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY'), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. ENGINEER 'I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: 42350 DATE 06/30/20�06/30/200 STAMP ISSUE DATE 9/3/19 SHEET NO. ci 0000 PUBLICATIONS APP. NUMBER: SC-740 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FRCM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM 1. STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER. AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 1 B" (450 mmi PROCESSED AGGREGATE. 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C OR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR ABOVE THE TOP OF THE CHAMBER, NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS. ROLLER GROSS SUBBASE MAY BE A PART OF THE 'C' LAYER. LAYER. AASHTO M43 VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE? 3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3, 357, 4, 467, 5, 56, 57 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) \vt D `�\�\� \ \'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED�� `A� I 6 .INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 18 CINCREASE l�r COVER TO 24 (600 mm). I' (2.4 m) (450 mm) MIN' MAX 6" (150 mm) MIN i 301, ,. (760 mm) .:' A In 12" (300 mm) MIN SC-740 END CAP - 6 M51" (1295 mm) SUBGRADE SOILS (150 mm) IN NOTES: (SEE NOTE 4) 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBSAN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (REQUIRED) A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.S. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B. 1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS, RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. L DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 18" SAND SECTION 12" (300 mm) TYP - 4" DRAINTILE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDS IM - FLEXSTORM STRUCTURES WITH OPEN GRATES 11e.... _ .Zed.....-..............-,r..�3�1�®� CATCH BASIN OR MANHOLE SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" 1600 mm] MIN RECOMMENDED) SC-740 TECHNICAL SPECIFICATION \ 907' (2304 mm) ACTUAL LENGTH \ NTS SC-740 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART*: SC740EPE24B SC-740 ISOLATOR ROW DETAIL \ 85.4" (2169 mm) INSTALLED LENGTH a I BUILD ROW IN THIS DIRECTION START END 1 (310mm) 29.3" (744 mm) o 45.9" (1166 mm) \ (OVER SMALL CORRUGATION) 30.0" (762 mIT) 1 51.0" (1295 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m3) MINIMUM INSTALLED STORAGE` 74.9 CUBIC FEET (2.12 m3) WEIGHT 75.0Ibs. (33.6 kg) �J 'ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS A AA PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" C PRE -CORED END CAPS END WITH "PC" PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) --- SC740EPE06B / SC740EPE06BPC - 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm) 16.5" (419 mm) --- SC740EPE08B / SC740EPEOBBPC --- 0.6" (15 mm) SC740EPE1 OT / SC740EPEIOTPC 10" (250 mm) 13.4" (340 mm) 14.5" (368 mm) --- SC740EPE10B / SC740EPE1 OBPC --- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm) 147' (373 mm) 12.5" (318 mm) - SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm) 9.0" (229 mm) SC740EPE15B / SC740EPE158PC --- 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm) 5.0" (127 mm) --- SC740EPE18B / SC74OEPE18BPC -- 1.6" (41 mm) S6746 PE24B" 24" (600 mm) 18.5" (470 mm) -- 0.V (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL 261.66' 250.68' NTS INSPECTION PORT SC-740 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS C E D I _. \\ ISOLATOR ROW$ �.._.,.._._.,.. . _._...,...... ,,.,..-,_ ..._,.,._.................. .....,..,.,-,....., _.._.,__,_..,. ...._.,.,_ rvr ,.._.. _r_..... .....� -... ...,._,.._. .... ..... (SEE DETAIL) PLACE MINIMUM 12.50' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER ' FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS - --- BED LIMITS I.. PROPOSED LAYOUT CONCEPTUAL ELEVATIONS 385 STORMTECH SC-740 CHAMBERS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): 1007.6 22 STORMTECH SC-740 END CAPS MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 1001.6 6 STONE ABOVE (in) MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 1000.1 6 STONE BELOW (in) MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT): 1001.1 40 % STONE VOID MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): 1001.1 30236 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) TOP OF STONE: 1000.1 TOP OF SC-740 CHAMBER: 999.6 24" x 24" BOTTOM MANIFOLD INVERT: 997.11 24" x 24" BOTTOM MANIFOLD INVERT: 997.11 14024 ISYSTEM AREA (SF) 24" ISOLATOR ROW INVERT: 997.11 632.01 ISYbTEM PERIMETER (ft) 24" BOTTOM CONNECTION INVERT: 997.11 BOTTOM OF SC-740 CHAMBER: 991.1 BOTTOM OF STONE: 996.6 UNDERDRAIN INVERT: 995.1 BOTTOM OF SAND: 994.9 LO r-- co B LC) Lo A F PART TYPE ITEM ON LAYOUT DESCRIPTION INVERT* MAX FLOW PREFABRICATED END CAP A 24" BOTTOM PREFABRICATED END CAP/TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS 997.11 MANIFOLD B 24" X 24" BOTTOM, ADS N-12 997.11 MANIFOLD C 24" X 24" BOTTOM, ADS N-12 997.11 PIPE CONNECTION D 24" BOTTOM CONNECTION 997.11 CONCRETE STRUCTURE E OCS 14.0 CFS OUT CONCRETE STRUCTURE W/WEIR F TOP OF WEIR 999.0 26.6 CFS IN UNDERDRAIN G 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN UNDERDRAIN H 4" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN LIFETIME sm THE HEALTHY WAY OF LIFE COMPANY 2902 CORPORATE PLACE CHANHASSEN, MN 55317 Ufal 1G k ASSO(ifflis 10062 FLANDERS CT NE BLAINE, MN 55449 Thus HUTH PROJECT INFORMATION O I- r) LU 0 C) Q Z LUJ YN p co 11� W Q LU Z �U Q O W N LL. J DRAWING LOG RE DATE COMMENT 1 9/3/19 CITY COMMENTS BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY \TIME. / ENGINEER "-1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: REG. N0. 42350 DATE 06/30/20 STAMP U) J_ Q W 0 ISSUE DATE 09/03/19 SHEET NO. cl 1 moo PUBLICATIONS APP.NUMBER' l*' - - - - - LIFETIME / ..) A54fN� � � � p. �1 ( p1Z• fl..... la� ..., '....✓ ��:��. /__• '. ._ � ty_ .. 1 �,- v,- ��` s s - 1 ?1 °•✓� — s . '� HEALTHY WAY OF LIFE "+sNr } \.-,� � y � � ..- ` ti � � //' '' RPORATEPLACE CHANHAS�N,MN55317 NORTH v G 2 I y� J _ _.._- . __ R ___.-_ __:____ _ _ � CONSULTANT 0 30 - / @ > > >---->- - n> > Ru 10062 FLANDERS CT NE ILTaNkNOMM , J ! I I ! r1i BLAINE, MN 55449 ruin nouru 2902 CORPORATE PLACE ! (� PIN 254280020- ' EXISTING PARKING: 298 REGULAR PARKING STALLS ( — _._ !I 3 MOTORCYCLE STALLS ! I ( 2900 CORPORATE PLACE 7 HANDICAP STALLS �- > > > I i ( _ __.__ -.. _.�� _- I+' PIN 254280030 ' _ I ' , `- (— PROPOSED PARKING ADDITION: -- — --' =--= I I ( J; ! ! ! EXISTING PARKING AFTER COMPLETION OF BUILDING : 15 REGULAR PARKING STALLS + R� 301 REGULARPARKINGSTALLS ) - 1 HANDICAP STALL ^- l� ' = /• r �Y ! 8 HANDICAP STALLS I ! --------- L_ PROPOSED PARKING ADDITION: M 18 REGULAR PARKING STALLS�- :I � I : j `per PROJECT INFORMATION uj ,I , PROPOSED HANDICAP STALL _ _--- -� �� __ ----Cliff _ _ Q I 1 -_ hh — i� _ , ; 4 " 1 1 4 5 I 1 ___ _ t ,.. I __ I — I� � 9 ' a• va - __ - - :d y b _ J , LL CN 5 ib ' _ / WING LOG f , Y d •• < 4 v -- — r _ > _. - > E DATE DESCRIPTION // .__ _ > -._ >--._.z�� > _ R1V 09/03/19 CITY COMMENTS • -all.µ _—^----_. = 0 T > -vv > I— — -- - —_- IF 4IP --- PROPOSED HANDICAP STALL 3 / -I - - r I 7, p� x _ - (( - 9 1 F _..___ _.-_.__-..- _.._ _..__._—..- ... _ i.._..—._ I I I I I I I.I I __. •. � -... � ' I , I [ I i-r_._. ', CONFIDENTIALITY NOTICE _. BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND --- — - -` AGREES THATTHE INFORMATION CONTAINED HEREIN IS OF A —_ CONFIDENTIAL NATURE AND THAT — THE RECIPIENT WILL NOT COPY, OTHERWISE TRANSMIT IN ANY WAY —._____ DISCLOSE, DISTRIBUTE OR ANYTHING HEREIN, EITHER IN !' I PARKING SUMMARY WHOLE OR IN PART, WITHOUT THE --- ---' ' PRIOR WRITTEN PERMISSION OF ITS -- ----- SUBSIDIARIES THEI OMANY, -- LOCATION REG A TOT EFE TIME S -- COMPLETING THEPOTENTIAI ,, r- LO ON ULAR STALL HANDICAP STALLS AL I n , 2900 319 8 327 "- "- ( 2901 541 12 553 TRANSACTION CONTEMPLATED BY -- / /_.__ ^ 2902 315 8 32EXCEPT FOR THE 3 ^ - PURPOSE OFANALYZING IAND THIS TOTAL 1,203 MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE _. COMPANY AND THE COMPANY —_. RESERVES THE RIGHT TO QUIRE _ — - -"- ---- 2901 CORPORATE PLACE --`-- I� PIN 254280010 f -- ITS RETURN AT ANY TIME. (I ------. EXISTING PARKING: - — / / PROFESSIONAL OF RECORD I _ __ _.__._ I• 468 REGULAR PARKING STALLS I ! _ / / I HEREBY CERTIFY THAT THIS _ _ PLAN SPECIFICATION, OR ___-..__ �- ____ - 10 HANDICAP STALLS , j} ___ _ r - -� ( OR UNDER MY DIRECT REPORTWASPREPARED BY ME PROPOSED PARKING ADDITION: / SUPERVISION AND THAT IAMA 74 REGULAR PARKING STALLS ^ DULY REGISTERED ENGINEER 2 HANDICAP STALLS UNDER THE LAWS OF THE STATE OF, MINNESOTA REG. NO. NAME - - I EXP DATE. 18 STAMP I 9 Q -- R Bill I I I _ x g 7M :. • �.... RIM+Bl6]! - -- - -'-- - - E DATE: OW9 _ _ ISSUE T + j._ � a .fl, 59130 -_--_•._•-_ J_{If-11 .::.. —„--r z SHEET N0. - C1 _7 _1 7 ,- PUBLICATIONS .� - - '- • ::I� a s ---_.- ° R ° e' AVN ,;:'r ' r — M <l ,rt'__-___��de"4 wN�� `� ce — ZOO a WPl£ 4 N a n . • a /''`-•y."-'� ' A f! 5RRtME � _� SRiJCC _ Storm Water Pollution Prevention Plan Life Time Parking Lot Addition Life Tlme - Healthy Way of Life Company Project Site Address: 2970 Water Tower Place, Chanhassen, MN 2900, 2901, 2902 Corporate Place, Chanhassen, MN In Hennepin County, Minnesota Section 16, Township 116N, Range 23W Project Owner: Life Time - Healthy Way of Life 2902 Corporate Place Chanhassen, MN 55317 I. Introduction The purpose of this project is to construct a parking lot addition at 2970 Water Tower Place in Chanhassen, MN. The impervious surface will increase as a result of the new parking lot pavement. Minor parking stall additions are also proposed on 2902, 2901, and 2900 Corporate Place. Project Area: Total Project Size (Disturbed Area) - 2.51 acres Existing Area of Impervious Surface - 26,259 sq. ft. Post Construction Area of Impervious Surface - 88,083 sq. ft. Total New Impervious Surface Area Created - 61,824 sq. ft. Stormwater Design Specifications 2970 Water Tower Place: Drainage Area - 2.68 acres Existing Discharge Rate 2-Year 3.81 cfs 10-Yea 7.04 cfs 100-Year 13.47 cfs Proposed Discharge Rate 0.96 cfs 3.37 cfs 11.43 cfs Filtration Basin - 100-Year HWL - 999.40 Planned Construction Start Date - Summer 2019 Planned Construction Completion Date - Fall 2019 Discharge rates remain unchanged for parking stall additions at the Corporate Place complex. Special Environmental Considerations: Was an environmental review required for this project or any part of a common plan of development or sale that includes all or any portion of this project? NO Does any portion of the site have the potential to affect threatened or endangered species or their critical habitat? NO Does any portion of this site discharge to a Calcareous fen and the letter of approval from the DNR is located in the Project Manual? NO Will any portion of the site potentially affect properties listed on the National Register of Historic Places or known or discovered archeological site? NO Have any Karst features been identified in the project vicinity? NO Is compliance with temporary or permanent storm water management design requirements infeasible for this project? NO Has the MN DNR promulgated "work in water restrictions" for any Public Water this site discharges to during fish spawning? NO General Stormwater Discharge Requirements: All requirements listed in Part III of the Permit for the design of the permanent stormwater management systems and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site. 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Responsible Parties • Owner - Life Time • SWPPP Designer - Elfering & Associates. Contact: Kristina Elfering; Phone 763-780-0450 Training - University of Minnesota - Design of Construction SWPPP (May 31 2022) • Contractor - To be determined • Site Manager - To be determined • Responsible Party for Long Term 0&M - Life Time Copies of a current Erosion and Stormwater Management card issued by the University of Minnesota shall be attached to the SWPPP as documentation of training. II. SWPPP Coordination and Duties The Contractor shall establish a chain of responsibility for their operations and their subcontractors' operations to ensure that the Storm Water Pollution Prevention Plan is implemented over the life of the contract. The Contractor shall furnish a certified Erosion Control Supervisor. This supervisor shall be identified by name at the preconstruction conference and a contact number provided. Issues that arise during construction that impact the permit will be addressed, and if necessary, the supervisor will notify the proper regulatory official. It will be the responsibility of the Erosion Control Supervisor to implement the SWPPP during construction and maintain a quality control program. In addition, the Erosion Control Supervisor will: • Oversee maintenance practices identified as BMPs. • Conduct or provide for inspection and monitoring activities. • Identify other potential pollutant services and add them to the plan. • Ensure that any changes in construction plans are addressed in the SWPPP. The City will have their inspector monitor and inspect the activities as well, which in no way relieves the Contractor from performing these duties. SWPPP Amendments: Permitee must amend the SWPPP as necessary to include additional requirements to correct problems identified or address the following situations: 1. There is a change in design, construction, operation, maintenance, weather or seasonal conditions. 2. Inspections or investigations by site owner or operations, USEPA or MPCA officials determine the SWPPP is not minimizing discharge of pollutants to surface waters or underground waters or discharges are causing water quality standards exceedonces. 3. The SWPPP is not achieving the objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of the permit. 4. The MPCA determines that the project's stormwater discharges may cause, have reasonable potential to cause, or continue to non -attainment of any applicable water quality standard, or the SWPPP does not incorporate the applicable requirements of the permit. III. Project Description A. Existing Conditions/ Site Location The existing site use is an outdoor training facility (Alpha Field). The existing impervious surface consists of concrete pads and walks. The existing site at the location of the parking stall additions at the Corporate Place complex is landscaped area. Soil borings do not indicate the presence of any soil contamination and no groundwater is expected to be encountered. B. Construction Type The project includes the removal of the existing training infrastructure and construction of a proposed parking lot and associated stormwater features. • Materials and equipment necessary for spill cleanup will be kept in the temporary material All sediment and erosion control measures consist of installation of silt fence, a rock storage trailer onsite. LIFETIME construction entrance, and other methods, if necessary, to prevent the migration of sediment • All spills will be cleaned up immediately upon discovery. Spills large enough to reach the and material. Restoration shall be completed by sodding the disturbed vegetated areas upon storm conveyance system will be reported to the MPCA State Duty Officer at HEALTHY WAY OF LIFE completion of the grading operations. 1-800-422-0798. • The Contractor shall comply with applicable State and local waste disposal, sanitary 2902 CORPORATE PLACE CHANHASSEN, MN 55317 Erosion Control Plan Sheet - Sheet C6.00 and C7.00 sewer, or septic system regulations. In the event of a conflict with other government C. Dewatering and Basin Draining: laws, rules and regulations, the more restrictive laws, rules or regulations shall govern. CONSULTANT Dewatering is not anticipated but if necessary turbid or sediment laden waters related to VIII. Coordination of BMPs with Construction Activities dewatering or basin draining shall be discharged to a temporary sedimentation basin on the Structural BMPs shall be in place prior to construction. The following is a sequence of the RfaN k WQMM project site. The site will be determined by the Contractor and approved by the Engineer prior major activities on the project: to the start of dewatering operations. The area shall be excavated as a temporary measure to 10062 FLANDERS CT NE BLAINE, MN 55449 allow for collection of sediment laden water prior to discharge during construction of the 1. Silt Fence, rock construction entrance, and inlet protection shall be installed before any TAIJI 100 project. grading begins. 2. Utility installation All water from dewatering or basin -draining activities must be discharged in a manner 3. Complete grading that does not cause nuisance conditions, erosion, or inundation of down stream waters. 4. Construct parking lot Discharge shall be clear, sediment free water on to a grassed area if discharged downstream or 5. Stabilize disturbed areas as soon as possible according to the SWPPP. pumped and used on site in a manner that does not cause erosion. 6. Permanent erosion control measures shall be installed (sod) by the Contractor. D. Sediment Control Practices 7. Remove temporary erosion control materials once construction has ceased. Silt fence and/or biologs shall be placed at the downstream side of the disturbance area Construction is anticipated to begin in Summer 2019. Final completion is set for Fall 2019. of the project. IX. Maintenance/Inspection Procedures E. Permanent Stormwater Treatment System An underground detention system with filtration will be constructed as part of the project to provide rate control and stormwater treatment. IV. Identification of Potential Storm Water Contaminants The purpose of this section is to identify pollutants that could impact storm water during construction operations. The possible pollutants that could be present in the storm water are listed in the following table. Material Physical Storm Water Location to be Process for Description Pollutant(s) Used Containment Designated Concrete White Solid Limestone, sand Curb 8 Gutter wash areas or complete Structure Rings removal from site Hydraulic Oil/ Brown oily Oil absorbing Fluids petroleum Mineral oil Random leaks diapers, trained personnel Gasoline Colorless Petroleum Hydrocarbon Machinery used Oil absorbing diapers, trained benzene in construction personnel Antifreeze Clear/ green/ Ethylene glycol, Machinery used Trained yellow propylene glycol in construction personnel Wastewater Not allowed from Equipment Water, soil, oil and within protect Construction washing grease limits No cleaning equipment in Cleaning Colorless, blue, Perchlorethylene, project limits, Trained ow -green methylene chloride, Tarps Solvents liquidor liquid trichloroethylene, applicators for petroleum distillates concrete cleaning and prep work Permanent Liquid or solid Nitrogen, phosphorous, Newly seeded Organic base, Fertilizer grains potassium, areas slow release forms only chlorides Rapid Erosion Solid Particles Soil, sediment Project limits stabilization measures V. Potential Areas for Storm Water Contamination The following potential areas were identified as possible storm water contamination areas: • Areas of pavement disturbance • Areas of draintile installation VI. Storm Water Management Controls The controls will provide soil stabilization for disturbed areas and structural controls to divert runoff and remove sediment. Care will be taken to provide restoration as soon as grading operations cease. A. Temporary Erosion Control The estimated quantities for the erosion prevention and sediment control items are as follows: ITEM QUANTITY Silt Fence Biolo s 2,400 - Linear Feet Rock Construction Entrance 1 - Each Inlet Protection 14 - Each Vegetation in areas not needed for construction shall be preserved. The allowable amount of time a site can remain without stabilization when not being worked on is 7 days. in the case where construction activity temporarily ceases for the amount of time listed above, stockpiles and disturbed portions of the site will be stabilized with temporary seed and mulch. The temporary seed shall be Mn/DOT Mixture 21-113 for seeding between May 1 and August 1 and Mn/DOT Mixture 100 after August 1. The Contractor will prepare each area for permanent restoration as soon as construction in that area is completed. VI 1. Best Management Practices A. Site Wide Control Measures To prevent soil from being transported off site, for both the undisturbed and disturbed areas of the site, the following BMPs will be implemented onsite: • Construction sequencing will allow areas to be undisturbed until necessary for construction. • The smallest vegetated area possible will be disturbed during construction. • After construction in an area is completed, the Contractor shall immediately restore that area to its existing condition. • Topsoil stockpiles will be stabilized with temporary seed and mulch no later than 3 days from the last construction activities that formed the stockpiles. The Rapid Stabilization Method 3 will be used to stabilize the topsoil. The Rapid Stabilization method includes quick temporary seed and quick release fertilizer. If necessary, this work shall be incidental to the project. • A weekly written erosion control schedule will be required. It will discuss, among other items listed in the Construction Specifications, how related work to offsite drainage will be incorporated into the weekly erosion plan schedule, how the SWPPP is functioning and any necessary changes that need to be discussed. A fine of $1000 per day will be enforced if the Contractor fails to perform as outlined in the SWPPP and/or Specification. • Remove all soils and sediments tracked or otherwise deposited onto public streets outside of the project area. If tracking occurs the City may order sweeping to be completed at no cost with a pick-up broom sweep. • All measures contained in this document shall be completed by the contractor at no cost unless specific bid items are included. B. Construction Practices to Minimize Storm Water Contamination The Contractor's Erosion Control Supervisor will instruct all personnel by regarding the correct procedure for waste disposal. Good housekeeping and spill control practices will be followed during construction to minimize storm water contamination from petroleum products, fertilizer, and concrete. • All nonhazardous waste materials will be collected and stored in a secure dumpster or another approved containment method at the end of each day. • All trash and construction debris from the site will be deposited in the dumpster. • No construction materials will be buried onsite. • A licensed sanitary waste management contractor will collect all sanitary waste from any portable units at a rate necessary to maintain designated function. • Partially used fertilizer bags will be transferred to a sealable bin to prevent spills. • All vehicles left onsite will be monitored for leaks to reduce the chance of contamination. • Petroleum products will be stored in tightly sealed, properly labeled containers. An effort will be made to store only enough product required to complete the job. • Products will be kept in their original containers with the original manufacturer's label. Manufacturers' recommendations for proper use and disposal will be followed. Inspections The following inspection and maintenance practices will be used to maintain erosion and sediment controls: • All erosion control measures shall be inspected at least once per week and within 24 hours of all storm events greater than 0.5 inches. All measures will be maintained in good working order. • Built up sediment shall be removed from silt fence within 24 hours when it has reached 1 /3rd the height of the fence. • Temporary and permanent seeding and/or planting will be inspected for bare spots and washouts. • The outlets of all culverts are intact and functioning as designed. • A maintenance inspection report will be completed by the Contractor and submitted to the Engineer for each inspection. • If construction activities or design modifications are made to the site plan that could impact storm water, this SWPPP will be amended appropriately. The amended SWPPP will have a description of the new activities that contribute to the increased pollutant loading and the planned source control activities. X. Soil Types Soil borings indicate that the existing soils are fill over sandy lean clay (CL). The soils have been classified as Hydrologic Group D. The site is not conducive to infiltration and is further documented in the Storm Water Report. Infiltration is not achieved to the extent required and so filtration is being utilized XI. Construction Notes • Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. • All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the Watershed District. • All temporary erosion and sediment control BMPs must be removed upon final stabilization. • Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve a soil compaction testing pressure of less than 1,400 kiloposcals or 200 pounds per square inch in the upper 12 inches of soil. • Utilities, tree roots, and other existing vegetation must be protected until final revegetation or other stabilization of the site. • The Watershed permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the Watershed District on request. • Final site stabilization measures require that a minimum of at least 6" of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. X11. Additional Information • The construction plans provide detail on the existing and final grades associated with the project. A site plan is included as Sheet C6.00 and C7.00 indicate areas of impervious surface and improvement locations. • The drainage report associated with the project includes the drainage area boundaries and directions of flow. • Site is not directly adjacent to any Public Waters of the State. Receiving waters, including surface water, wetlands, and Public Waters are identified within one mile of the project boundary. Impaired Water USEPA Name of Water Body Type Appendix A Special Water within 1 Mile Approved TMDL Lake Minnewashta Lake 10000900 No No N/A Big Woods Lake Lake 10024900 No No N/A Bluff Creek Creek No Yes Yes, Fish Biomass Misc Storm Ponds Ponds No No N/A _OCATI ON PROJECT INFORMATION W H Q M J Z a W� W 3: Z LU Y U) Q W Z W FW- Q 2 U W � WF) J C DRAWING LOG REV DATE DESCRIPTION 1 1 9/3/19 ICITY COMMENTS CONFIDENTIALITY NOTICE BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN ANY WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN PERMISSION OF LIFE TIME FITNESS, INC. OR ITS SUBSIDIARIES (THE 'COMPANY') COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL.THIS MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME. PROFESSIONAL OF RECORD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REG. NO. - 42350 EXP DATE: /30/20 ISSUE DATE: 9/3119 Q J a_ Z O Z W W ry a_ Z 0 F- J J a. W W a 0 F- C SHEET NO. C13.00 PUBLICATIONS Issued for Permit 0_1P1�/1/0,112 lJ P2/ 10,1 °_1P\1/10,12 Z/ P2/ 10,12/ C ELECTRICAL SITE PLAN G EL C ELEC E7 0 U Li J W I J—BOX ABOVE CEILING � I I I F11 LCP-2 HV-2 06 =--� IF I I -- rri 0 d� I a F L----- • - a- : a mrn r c-) � 7 m 0 P1/10,12 ELEC ELEC e ELEC _ ELEC ELEC W W I I I • I I I I I I I I I I I I I oil I I I GENERAL NOTES A. FIXTURES TO BE FED FROM PANEL HV-2. B. LIGHT POLES TO BE LOCATED NO CLOSER THAN 2'-0" FROM FACE OF CURBS. KEY NOTES /T. DISCONNECT AND REMOVE EXISTING LIGHT POLE AND BASE. CONDUCTORS TO BE REMOVED. FIELD VERIFY EXACT ROUTING OF UNDERGROUND CONDUIT AND CONDUCTORS. >2. EXISTING LIGHT POLE AND BASE TO REMAIN. 1 �3. REMOVE EXISTING CONDUIT TO DEMOLISHED POLES PAST THIS POINT. I4. DISCONNECT EXISTING LIGHT FIXTURES MOUNTED TO FENCE. CONDUIT AND CONDUCTORS TO BE REMOVED. FIELD VERIFY EXACT ROUTING OF UNDERGROUND CONDUIT AND CONDUCTORS. 5. PROVIDE HOMERUN FROM EXISTING PANEL TO NEW POLE LOCATION. ROUTE THROUGH EXISTING LIGHTING CONTROL PANEL TO PROVIDE SIMILAR CONTROL AS EXISTING LIGHT POLES. 6. PROVIDE NEW 20A-2P BREAKER IN EXISTING SIEMENS PANELBOARD, AT POLES SHOWN ON PLAN. UPDATE CIRCUIT DIRECTORY. 7. PROVIDE 36' CONCRETE BASE. MAINTAIN 25' TOTAL HEIGHT SIMILAR TO OTHER POLES. LIGHT FIXTURE SCHEDULE FIXT. TYPE P1 P2 DESCRIPTION EXTERIOR LIGHT POLE WITH SINGLE HEAD, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST ALUMINUM FIXTURE HOUSING, SILICONE OPTICS, TYPE FORWARD THROW DISTRIBUTION, 22'-0", 4" STRAIGHT SQUARE STEEL POLE BASE COVER, HOUSE -SIDE SHIELD EXTERIOR LIGHT POLE WITH DOUBLE HEADS, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST ALUMINUM FIXTURE HOUSING, SILICONE OPTICS, TYPE 5 WIDE DISTRIBUTION, 23'-0", 4" STRAIGHT SQUARE STEEL POLE BASE COVER VOLTAGE 480 480 LAMPS FIXT. VA/ 317 494 MANUFACTUR ER LSI INDUSTRIES CATALOG NUMBER MRM-LED-36L-SIL-FT-HV-40-70CRI-BRZ-IL NOTES APE LED 4000K LED 4000K OTYJ FIXT. N/A N/A LSI INDUSTRIES (2) MRM-LED-30L-SIL-5W-HV-40-70CRI-BRZ GENERAL NOTES: A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, AND REQUIREMENTS WITH ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, AND REFLECTED CEILING PLANS PRIOR TO ORDERING FIXTURES. LUMINAIRE (IF LUMINAIRE APPLICABLE) LIGHT POLE BOND TO GROUND LUG § HAND HOLE #4 B.C. TYPICAL BOND TO REBAR 24" IN PAVEMENT AREA 3 - #3 REBAR, 2" ON CENTER $� •�,I sii GRADE i i #3 WRAP -AROUND _ TIES, 12' ON CENTER I - 4-#4 REBARS 2" IN COVER _ a %I ELECTRICAL-j •' •. CONDUIT • , LIGHT POLE BASE DETAIL NO SCALE N R m '0 m Om a= L � C o V U 0 ` C 'Y N 7 aKP 0'2 _ m C J `-A 0 W O mrz „ `1 O C N M W W o(D O ti ._— aw oco ,m 0— 0 O 0 y 'o m 1 O T O C a E a g 1 i 0 z m V cn C m N J a j U N L W m O J w t.. E ° Y a LU m m 2 o N v ° E 3 r m m m m O c E m L 3 N m iw z m 0 I0- X ui V N zz Y z W U) U) Q Q Z W cy) U Z It LLI W I r 0- Q Er O O ^ 6L Lu W Q LL 0 UN rn Q�m J w d a; Z Lu p O w U J w U Q N F u y W U 6 m w o U J n W a N o fn 1 / SCALE: 1" = 20'-0" ►1 SHEET # E0.1 01 OF 02 GENERAL NOTES A. LIGHT LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.85 WAS APPLIED TO ACCOUNT FOR LUMEN DEPRECIATION. B. LIGHT POLES TO BE LOCATED NO CLOSER THAN 2'-0" FROM FACE OF CURBS, C. FIXTURE P1 TO HAVE 36' CONCRETE BASE, RATHER THAN 24". TOTAL POLE HEIGHT REMAINS 25'. E� - :�- � .1 LUMINAIRE (IF LUMINAIRE APPLICABLE) n V LIGHT POLE BOND TO GROUND LUG HAND HOLE #4 B.C. TYPICAL BOND TO REBAR 24' IN PAVEMENT AREA 3 - #3 REBAR, 2' ON CENTER a' , GRADE #3 WRAP -AROUND TIES, 12' ON CENTER - 4-#4 REBARS T MIN COVER ELECTRICAL) CONDUIT _ LIGHT POLE BASE DETAIL NO SCALE LIGHT FIXTURE SCHEDULE FIXT. TYPE P1 P2 DESCRIPTION EXTERIOR LIGHT POLE WITH SINGLE HEAD, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST ALUMINUM FIXTURE HOUSING, SILICONE OPTICS, TYPE FORWARD THROW DISTRIBUTION, 22'-0", 4" STRAIGHT SQUARE STEEL POLE BASE COVER, HOUSE -SIDE SHIELD EXTERIOR LIGHT POLE WITH DOUBLE HEADS, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST ALUMINUM FIXTURE HOUSING, SILICONE OPTICS, TYPE 5 WIDE DISTRIBUTION, 23'-0", 4" STRAIGHT SQUARE STEEL POLE BASE COVER VOLTAGE 480 480 LAMPS TYPE LED 4000K EDN/A OTY/ FIXT. N/A VA FIXT. 317 494 MANUFACTUR ER LSI INDUSTRIES CATALOG NUMBER MRM-LED-36L-SIL-FT-HV-40-70CRI-BRZ-IL NOTES LSI INDUSTRIES (2) MRM-LED-30L-SIL-5W-HV-40-70CRI-BRZ GENERAL NOTES: A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, AND REQUIREMENTS WITH ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, AND REFLECTED CEILING PLANS PRIOR TO ORDERING FIXTURES. ry m no o� a= E — Catalog # : I=1/P2 Project : _ U 0 a Prepared By : Date : ova. _ o 3 _ 0 N D p 0 0 Mirada Medium - MRM U 'M P L Wow Features & Specifications Optical System • State -of -the -Art one piece silicone optic sheet delivers industry leading optical control with an integrated gasket to provide IP66 rated sealed optical chamber in 1 component. • Proprietary silicone refractor optics provide exceptional coverage and uniformity in IES Types 2, 3, 5W, FT and FTA. • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93%. • Zero uplight. • Available in 5000K, 4000K, 3000K, and 2700K color temperatures per ANSI C78.377. Also Available in Phosphor Converted Amber with Peak intensity at 61Onm. • Minimum CRI of 70. • Integral Louver (IL) option available for improved back -light control without sacrificing street side performance. See page 5 for more details. Electrical • High-performance driver features over -voltage, under -voltage, short-circuit and over temperature protection. • 0-10V dimming (10% -100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz or optional High Voltage (347-480 Vac). • L80 Calculated Life: >100k Hours (See Lumen Maintenance on Page 2) • Total harmonic distortion: <20% • Operating temperature: -40°C to +50°C (-40°F to +1220F). 42L lumen package rated to +40°C. • Power factor: >.90 • Input power stays constant over life. • Field replaceable surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). • High -efficacy LEDs mounted to metal -core circuit board to maximize heat dissipation • Terminal block provided accepts up to 10ga wire. • Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. Outdoor LED Area Light r,�•.` IP66 R HS ARRA c L uS WIRELESS COMPLIANT FundingCompiiant CONTROLS LISTED (USA 1 ^S114MOVE, Product Dimensions (13-1/ 2" Minimum pole size 3" 1U1 6.75" 7.6" 1.2" (30mm) mm) (19mm) (192 r 2.4" (61 mm) Bottom View 31.3" (795mm) Ition & Sensor m) Top View LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Ist-industries.com • (513) 372-3200 - ®LSI Industries Inc. All Rights Reserved. 'hoto Control Receptacle 5.5" i5mm) Ifo0 O 'N C .Z oI c a) o nw C c m U U O w N 0 a° E o- c �_ d Z a @ C C J ° = U ) n ° J ., Eat E � 3 aa�0 3 m LU o r E N N O O C E v L 3 m S W z o 0— W O co LO 0 In Z z Y z w 0) U) < Q � z a W (y) 0 Z 4t Lu tz W U g LL 1— D- W Q Lu CZ O 0 0— D- w a LL 0 N ch N z 0, Q 0 C N n LU r a w H w O O w U Z H U 0 cc: LU �Z w— LU Ian u N m F H z O Q r U Z _ _ U C:) 1 Q PHOTOMETRIC SITE PLAN - MAINTAINED J SCALE: 3/4" - 1'-0" N SHEET # E0.2 02 OF 02 ALTA / NSPS LAND TITLE SURVEY LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-518589—MPLS: LOT 1, BLOCK 1, ARBORETUM BUSINESS PARK 5TH ADDITION, CARVER COUNTY, MINNESOTA GENERAL NOTES: 1) FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-518589-MPLS, EFFECTIVE DATE TE: NOVEMBER 20, 2011 AT 7:30 A.M WAS RELIED ON FOR ALL MATTERS OF RECORD FOR THIS SURVEY 2) DATE OF FIELDWORK: 7-12-2019 3) BEARING BASIS IS ASSUMED. 4) FEE TITLE TO THE SUBJECT PROPERTY IS VESTED IN: CHASKA GATEWAY PARTNERS LIMITED PARTNERSHIP, A _ _ - 997- - - aC—A MINNESOTA LIMITED PARTNERSHIP 0__ASH sss - - i I II II ' I 1 WL S 8911'08* E \\ 275.00 _J --_ 4 - B CH _ -- - — — R �_ UCE —� —�7 Swie, In Feet 0 20 I i IIIIII I _ I _ _ _ \ ___ \ \ I I VICINITY MAP: illllli1111�1i �� I... I >� \ I 7y I (NO SCALE) III IIIIIII I I I.�.�.�.�.t•.•.�.�.�.�. 1 \ . . I z I I I I I z 1 0 _ 1 I I I 1 I vz z I I I I II a I \\ I I / \ 1 I I 5 5 999.26. ! � rl •► I I #tl I III I I \ I ... A .. LEGEND: I I I I I 111 1 1 1 1 1 1 may; ....I I I/ \ \ 1 l 1. I�\. I • (AS NOTED) PIPE SET 1 /2' REBAR l l l l l l l i Ili l l 13.0a 11 I O W/CAP #44109 tr.IIIII. SE-rMAGNALNo W/WASHER #44109~ C ... I CL FIRE HYDRANT C'i- I I M GATE VALVE a \ ,$ \ ( MI !sf IIIII ( ( I I I I , v I \I I' SIGN LIGHT POLE Of o I, I �J� .I C COMMUNICATIONS PEDESTAL IIIII 1 1 I I I I I I I I I I \ \ \ Z a l l .I I 6® CATCH BASIN ti I ; RIM: 1 00.98 I I I I I I I) l III I I I I I\ I Y I II \ \ t M� I I \ I �o I I I I \ I II I.a yT STORM SEWER MANHOLE �.• II II II I 11 1 SANITARY SEWER MANHOLE o DECIDUOUS TREE ( ) Z I' I' j ( ) SIZE IN INCHES I I (IIIII I I I I I 1 1 \ awl of. > II I I I I I I i i 1 1 1 1 1 1 I I I I I \ \ I IQI.I.'ll.. CONIFEROUS TREE (SIZE IN INCHES) I 0o o �I I1 N I IIIIII I I I I l i f l 1 I I I \� 11 1 \\ C( TOP NUT ELEV: 1006.62 �CHAINLINK FENCE N I I I I I I I I ( I I I \ of� \ \ i ._. I . . . . . . I a o \\ I 1 \ 11 11 w1 . . . . . I CONCRETE SURFACE zto a \ I I \ 1 1 a _ ).l....�. . U) \ \ 1 .1.\.. 1 Q I\ 11 \ \ u oO o - ® BITUMINOUS SURFACE v ..�mI.1.I ()fn \ \ 1 I I f\ I IIIIIII II I I j II I I I l ..\.. I acnzoz i \ 1\ \\ 11 IIIIIIII I I1. o;o z�H \ \ I t es! I I I 1 I\ / I of I \ \ 1 IIIIIIII I I I Ill I y I .... I.r.l.i. I ..� 1 \ \ \ o f r.r SCHEDULE B - SECTION 11 EXCEPTION NOTES: IIIIIIII I I 111 I I I i ICI � Y �� i/I I \1 o I .r I ITEMS ARE NUMBERED AS THEY APPEAR IN THE ABOVE -REFERENCED TITLE I I 1 1 I I I I I I I I I I I 3 I 1 I\ I 1 \ a I .I I COMMITMENT FOR CLARITY. \�-/------ I I I I I I I I I I I I I I I \ I EL z -- _�---��-_----- zozo---J---_------ v M I I 1-9 THESE ITEMS ARE NOT SURVEY RELATED AND ARE NOT SHOWN IIIIIII I I I I I I W o w \.. -I-I I a Q I ! \ I \ I ON THE MAP. r I I I I I I I I I III I I I I I I. . -26.0- -�\� I ! \ I 1 \ 0 Q n K I I .I .... . IIIIIIIII I1 I1 I1 II 1I 11I III1�1 II II II II �I r\ I II �e5bI o I 10RECORDED PLATS OF EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES AS SHOWN ON �VWo ARBORETUM BUSINESS PARK 2ND ADDITION AND ARBORETUM BUSINESS PARK 5TH ADDITION i I I I I I I► I I I III I I I I I �a I.�.�... Ll- IIIIIII 1 I I I I I ( �z I- - - \ y l I 11-13 THESE ITEMS ARE NOT SURVEY RELATED AND ARE NOT SHOWN I I I I I z I ............. j -.1 .. -/ -. -. -. -. �. -. -. -. - 4. ON THE MAP. IIIIIIII I I III I I I I zD \ t.. ......1........I............. .\ ...... II I IIIIIIII 11 I I I I 1 I 1 Q� \ I... I...b...l....... L.\......�............. yEzi ,D I I / I 14 EASEMENT FOR TURNAROUND PURPOSES, TOGETHER WITH ANY I I I Wo ! ...N...L . �.... . \......\`,_._ .._�.. ry1:. S IIIII 1 1 1 I I I I Qm \ I 1 \ ..... \ I. I. I I I INCIDENTAL RIGHTS, IN FAVOR OF THE CITY OF CHANHASSEN, AS CONTAINED . . . . \ \ I,�.g I IN THE GRANT OF TEMPORARY TURNAROUND EASEMENT, DATED JUNE 29, IIII 1 I I 1 I II I I I \ oo \ I .. I..... f .l.. �......... \... . i "\ . \ \ ��.1. I 1 98, RECORDED JULY 8, 1998, AS DOCUMENT NO. A230789. I I ► 1 1 1 1 ► I ,III I , I t I \ , \ � � _ - _ r I - -1 - - - 15. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, - - - - - - - - - - - - - - - - - - 0 . I ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE IIIIIII I I + TEMPORARY DRIVEWAY - \ Ps DECLARATION OF EASEMENTS AND RESTRICTIONS DATED JULY 31, 2003, III 1 1 1 I 1 I EASEMENT PER DOC. N0. _ _ _ - I RECORDED AUGUST 1, 2003, AS DOCUMENT NO. THOSE EASEMENTS WHICH I I 1 I I I I 1 I I h T739113 / A360698 �j0,1 —` i -- — \ \ } LIE WITHIN THE SUBJECT PARCEL ARE AS SHOWN ON MAP III 1I I Ioi%0111111I\1 \\ \\ oyI I 1 I I I o 1 � � \ \ 16. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE 5 EASEMENT AGREEMENT DATED AUGUST 28, 2006, RECORDED SEPTEMBER 21, - �3- -- - I I o I I I\ PIPE W7�1�\ ; 11 \I o \ �\ I li - _ - \ � - - - I / / I °os I 2006, AS DOCUMENT NO. A450258. DOES NOT LIE WITHIN SUBJECT > . / . j PARCEL - NOT SHOWN ON MAP. 88'54'53" W / \ \ _ L =5 9.8 6 = 13 2 ' 10 \ 207.69 - -- - 4�2',3 0 ' 17. TERMS, CONDITIONS, COVENANTS, EASEMENTS, RESTRICTIONS, I / / \ / \ - - __ - - - - J ALVE ASSESSMENTS, OBLIGATIONS AND PROVISIONS AS CONTAINED IN THE DRAINAGE AND PLATY �' � /\ � � i �'- / � � - �. _ _ _ - - - - EASEMENT AGREEMENT DATED AUGUST 28, 2006, RECORDED SEPTEMBER 21, EASEMENT PER PLATS OF / 'rot \ \ - _ : _. - _ 2006, AS DOCUMENT NO. T160081 AND RECORDED SEPTEMBER 22, 2006, ARBORETUM 2ND AND 5TH \ 1\. \ / oo RIM: top7.et AS DOCUMENT NO. A450273. DOES NOT LIE WITHIN SUBJECT PARCEL - ADDITION i \\ I �1p1a \, 9u \ H ; NOT SHOWN ON MAP. APPEARS TO BE A DUPLICATE OF ITEM #16 I 8 T 90.00 - - I— — -% \ �� J —® \ �' 18. HIGHWAY EASEMENT DATED MAY 23, 1924, RECORDED JULY 5, I I 1924, AS DOCUMENT NO. A41799. DOES NOT LIE WITHIN SUBJECT PARCEL I 14 RIM: 1008.11 - NOT SHOWN ON MAP (DEDICATED OVER AS RIGHT-OF-WAY IN PLAT OF II 1 \ TURNAROUND EASEMENT PER I ARBORETUM BUSINESS PARK) \ DOC. N0. A230789 - — — — _ — 19-21 FINAL CERTIFICATE FOR HIGHWAY 5. THESE ITEMS DO NOT LIE WITHIN SUBJECT PARCEL - NOT SHOWN ON MAP TABLE A REQUIREMENTS NOTES: \ i NOTES ARE NUMBERED AS THEY APPEAR IN TABLE A OF MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS FOR CLARITY 1) MONUMENTS HAVE BEEN PLACED AT PARCEL CORNERS AS SHOWN ON MAP. 2) ADDRESS OF SUBJECT PARCEL: 2970 WATER TOWER PLACE, CHANHASSEN, MN 55317 3) SUBJECT PARCEL LIES WITHIN ZONE X (AREA DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% CERTIFICATION siervm : ,^ ,,; ; i'44/ 1' � iC ANNUAL CHANCE FLOODPLAN) PER FEMA FLOOD INSURANCE RATE MAP NO. 270019CO226D, EFFECTIVE TO LTF RFAL ESTATE COMPANY, INC., CHASKA GATFWAY Timis W. Van N«ts, Michigan�vPPooem"•wnultSrv�eyo�#46�69s09 DATE: 12/21/2018. PARTNERS LIMITED PARTNERSHIP, A MINNESOTA LIMITED PARTNERSHIP, AND FIRST AMERICAN TITLE INSURANCE JOB p 2018090 ISSUED: 7-18-2019 4) AREA OF SUBJECT PARCEL 117,305 SQ. FT. COMPANY: DRAWN Br: TwvN REV'. 6A) THIS PARCEL LIES WITHIN THE PLANNED UNIT DEVELOPMENT (PUD) ZONING DISTRICT. NO FURTHER This is to certify that this ma or plat and the survey on which it is SCALE: 1' = 20 FEET ZONING INFORMATION WAS PROVIDED BY THE CLIENT OR THE TITLE INSURANCE COMPANY Y P P Y based were made in accordance with the 2016 Minimum Standard VAN NESTS SURVEYING 7A) THERE ARE NO BUILDINGS ON THE SUBJECT PARCEL, AS SHOWN ON MAP. Detail Requirements for ALTA/NSPS Land Title Surveys, jointly PROFESSIONAL SURVEYING SERVICES established and adopted by ALTA and NSPS, and includes Items 1, 2, 85 WILDHURST ROAD EXCELSIOR, MN 55331 V S 8) SUBSTANTIAL FEATURES ARE AS SHOWN ON MAP. 3, 4, 6(a), 7(a), 8, AND 9 of Table A thereof. The fieldwork was PHONE (952) 686-3055 9) THERE ARE 38 STRIPED PARKING STALLS WITHIN THE SUBJECT PARCEL. completed on 7-12-2019. Date of Map. 7-18-2019. WWW.VANNESTESURVEYING.COM SHEET 1 OF 1 CITY OF CHANHASSEN RECEIVED JUL 19 2019 MKASSEN PLANNING DEPT