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CAS-29_CHANHASSEN SPECIALTY GROCERY SUBDIVISION & SITE PLANCITY OF CAANAA3SEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax:952.227.1110 Building Inspections Phone,952.227.1180 Fax:952,227.1190 Engineering Phone:952.227.1160 Fax:952.227.1170 Finance Phone:952.2271140 Fax:952.2271110 Park & Recreation Phone.952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227,1404 Planning & Natural Resources Phone:952.227.1130 Fax:952,227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: October 27, 2014 01� SUBJ: Chanhassen Specialty Grocery / Villages on the Ponds 11'h Addition Planning Case #2014-29 PROPOSED MOTION "The Chanhassen City Council approves the Preliminary and Final Plat for Villages on the Ponds 111h Addition; Site Plan for Chanhassen Specialty Grocery with a Variance to the sign letter size on the north and west building elevations subject to the modified conditions of the Planning Commission staff report; and the Development Contract for Villages on the Ponds 11'h Addition; and adopts the Findings of Fact." City Council approval requires a majority vote. EXECUTIVE SUMMARY The developer is requesting subdivision approval to create two lots and one outlot, and site plan review for a 14,000 square -foot, one-story specialty grocery store with a variance from the Planned Unit Development sign letter height to permit letters in excess of 30 inches. The initial phase of development will plat one lot for the commercial building receiving site plan approval. A future phase will plat Outlot B as a lot and block and go through a separate site plan review. The applicant has revised the plat from that shown for the preliminary plat to remove that area of Outlot B that included parking area being proposed for this phase of development. When Outlot B is final platted in the future as a lot and block configuration for development, city fees will be collected. PLANNING COMMISSION SUMMARY Senior Center The Planning Commission held a public hearing on October 7, 2014 to review the Phone: 952.227.1125 proposed development. The Planning Commission voted 6 — 0 recommending approval Fax: 952.227.1110 of the development as proposed subject to the conditions of the staff report. Website As part of the discussion, the sign variance was opposed by another business within www.ci.chanhassen.mn.us Villages on the Ponds. Staff has g provided a summary table of the signs for individual tenant buildings. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Chanhassen Specialty Grocery / Villages on the Ponds I Ith Addition October 27, 2014 Page 2 Tenant Letter Height Sign Height Notes AmericInn 28 inches 11 feet 6 inches Sector II Bokoo Bikes 18 inches 4 feet Sector I Community Bank 16 inches 4 feet 6 inches Sector I, Variance to sign height on building, Foss Swim School 24 inches 2 feet Sector I Houlihan's 30 inches 2 feet 6 inches Sector II 1 29 inches 5 feet Sector I As can be seen by the table, increasing the height of the letters will be in keeping with other signage height within the project. The intent of the letter limitation was to provide pedestrian scale signage. However, the north and west elevations of the building are directed toward Highways 5 and 101. The Planning Commission minutes for October 7, 2014 are part of the City Council consent agenda packet for October 27, 2014. RECOMMENDATION Staff recommends approval of the subdivision, site plan with variances to sign letter height and the development contract for this project, and adoption of the Findings of Fact. ATTACHMENTS 1. Development Contract. 2. Reduced Copy Final Plat, Villages on the Ponds I I'h Addition. 3. Planning Commission Staff Report Dated 10/7/14. 4. Schematic of Revised Lot Lines (changes shown in red dash lines). 5. Americlnn Sign. 6. Bokoo Bikes Sign. 7. Community Bank Sign. 8. Foss Swim School Sign. 9. Houlihan's Sign. 10. Lakewinds Sign. gAplan\2014 planning cases\2014-29 chanhmsen specialty grocery\executive summary.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ADDENDUM "E" TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACT/PUD AGREEMENT VILLAGES ON THE PONDS 11 TH ADDITION SPECIAL PROVISIONS AGREEMENT dated , 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and POND PROMENADE VENTERS, LLC, a Minnesota limited liability company (the "Developer"). 1. BACKGROUND. The City of Chanhassen has previously entered into a Development Contrad/PUD Agreement for VILLAGES ON THE PONDS dated September 23, 1996 and recorded on December 31, 1996 as Carver County Abstract Document No. 205417, which was amended and modified by the following: A. Addendum "A" to Villages on the Ponds Development Contrad/PUD Agreement between the parties dated September 22, 1997 and recorded June 11, 1999 as Carver County Abstract Document No. 251282, which Addendum approves the platting of Villages on the Ponds Second Addition. B. Addendum "B" to Villages on the Ponds Development Contrad/PUD Agreement between the City and Wheatstone Restaurant Group, LLC, dated May 11, 1998 and recorded August 13, 1998 as Carver County Abstract Document No. 233012, which Addendum approves the platting of Villages on the Ponds Third Addition. C. Addendum "C" to Villages on the Ponds Development Contract/PUD Agreement between the parties dated June 14, 1999 and recorded August 11, 1999 as Carver County Abstract Document No. 255115, which Addendum approves the platting of Villages on the Ponds 4th Addition. D. Addendum "D" to Villages on the Ponds Development Contract/PUD Agreement between the parties dated June 14, 1999 and recorded October 15, 1999 as Carver County Abstract Document No. 258780, which Addendum approves the platting of Villages on the Ponds Fifth Addition. 1788010 1 E. Second Amendment to Villages on the Ponds Development Contract/PUD Agreement between the parties dated November 26, 2001 and recorded May 7, 2002 as Carver County Abstract Document No. 315168, which Amendment is amending the development design standards to designate building height ad incorporate a use conversion methodology. F. Third Amendment to Villages on the Ponds Development Contract/PUD Agreement between the parties dated April 8, 2002 and recorded January 2, 2003 as Carver County Abstract Document No. 338091, which Amendment is amending the development design standards to transfer additional square footages to the institutional use category. (the foregoing are collectively referred to herein as the "Development Contract/PUD") The Developer is now platting VILLAGES ON THE PONDS 11' ADDITION, which property is legally described as attached in Exhibit A (the "Plat" or "Development"). 2. EXTENSION OF DEVELOPMENT CONTRACT. The Development Contract/PUD Agreement shall remain in full force and effect and shall also apply to VILLAGES ON THE PONDS 11TH ADDITION. 3. SPECIAL CONDITIONS. In addition to the terms and conditions outlined in the Development Contract/PUD Agreement, the following conditions shall apply: A. SECURITIES AND FEES 1. The $80,297.06 cash fee and the fully -executed development contract must be submitted before the final plat is recorded. The cash fee was calculated as follows: Surface Water Management Fee Park Dedication Fee $46,591.40 $33,875.00 GIS Fee ($25 plat + $10/parcel x 3 parcels) $55.00 Total Cash Fee $80,521.40 B. PARKS AND RECREATION CONDITION OF APPROVAL l . Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the Plat. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current commercial park fee rate of $12,500 per acre, the total park fees would be $33,875.00. 1788010 2 C. ENGINEERING CONDITION OF APPROVAL 1. The Surface Water Management connection charges are $46,377.06. This fee was calculated as follows: Area Rate Total Water Quality 2.17 ac $22,060/ac $47,870.20 Water Quantity 2.17 ac $8,560/ac $18,575.20 Treatment BMP Credit 1.80 ac $22,060(0.5)/ac ($19,854.00) $46,591.40 2. The Developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. All digital information submitted to the City shall be in the Carver County Coordinate system. 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A of the Plat. 5. Prior to issuance of a building permit, the Developer must record a drainage and utility easement, or other equivalent protection as agreed to by the City over the Ecostorm and the sand filter basin. This recorded easement must specifically identify the party who is responsible to own and maintain the system and must meet the requirements set forth in Part HI.D.5(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. 6. Plan "B" Grading, Drainage and Erosion Control plans dated July 23, 1997, prepared by BRW, hie. shall be replaced with the Grading, Drainage and Erosion Control plans dated September 5, 2014, prepared by Sambatek. 4. GENERAL CONDITIONS OF DEVELOPMENT CONTRACT. The City's General Conditions of Development Contract are incorporated herein and are attached hereto as Exhibit B. 1788010 CITY OF CHANHASSEN M (SEAL) STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of 2014, by Thomas A. Furlong, 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 178801v3 4 POND PROMENADE VENTURES, LLC: M STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this day of _ 2014, by of Pond Promenade Ventures, LLC, a corporation, on behalf of the corporation. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-110 178801v3 Legal description of development property: Villages on the Pond 4d' Addition, Carver County, State of Minnesota, according to the recorded plat thereof. 1788010 EIOBIT B 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this 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, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent pennitted by state law the City may require compliance with any amendments to the City s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The 1788010 7 Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment 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 and sediment 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 and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport 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 the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be famished to the City to guarantee compliance with City Code § 7-22. 9. 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. 1788010 8 10. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 11. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/:) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May I these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 12. Warranty. The Developer wan -ants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 13. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each 1788010 9 lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 14. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 15. Hook-up Charges.. The hook-up charges shall be collected at the time the building permits are issued at the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 16. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 17. Responsibility for Costs. A. The Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 17D of this Agreement. B. 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 plat 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. C. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. E. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. F. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall 1788010 10 development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. G. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 18. 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. 19. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements 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 Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. 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. 1788010 11 The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. H. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed 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. J. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. K. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 pm. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must 1788010 12 cease for seven (7) calendar days L. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. M. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. N. Street Maintenance. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detour,. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. O. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. P. Soil Treatment S, ems. 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 platting process for each lot. This shall be done prior to the issuance of a Grading Pemrit. 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. Q. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. R. Compliance with Laws, Ordinances, and Regulations. In the development of the plat 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; 1788010 13 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. S. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. T. 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 finther agrees that it will indemnify, defend, and hold harmless 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. U. 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. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. V. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer W. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. 1788010 14 MORTGAGE HOLDER CONSENT TO ADDENDUM TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACT/PUD AGREEMENT , a , which holds a mortgage on all or part of the property more particularly described in the foregoing Addendum, which mortgage is dated , and recorded , as Document No. with the office of the County Recorder/Registrar for Carver County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Addendum to Villages on the Ponds Development Contract/PUD Agreement. By: Its And Its STATE OF MINNESOTA ) (ss. COUNTY OF ) [print name] [print name] The foregoing instrument was acknowledged before me this day of , 2014, by and , respectively the a DRAFTED BY: Campbell Knutson, P.A. 1380 Corporate Center Curve, #317 Eagan, Minnesota 55121 Telephone: (651) 452-5000 and of Notary Public on behalf of said 178801v3 7 1788010 FEE OWNER CONSENT TO ADDENDUM TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACT/PUD AGREEMENT , fee owners of all or Part of the subject property, the development of which is governed by the foregoing Addendum, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2014, by Notary Public DRAFTED BY: Campbell Knutson, P.A. 1380 Corporate Center Curve, #317 Eagan, Minnesota 55121 Telephone: (651)452-5000 (AMP) day of 1788010 7 DRAFT VILLAGES ON THE PONDS 11TH ADDITION MrM Mr.Mxn.M.,rxe.,x.n,sv..x.x..uc.Mi.�.rw.wxxapMmr..�mNMv.,x:.x.drl. raw,... a.x.n.. "wr,r. wwrrw m p. mwn a cnx,. N.r. a MmMpu. ro.x: MXn a. vnrM[ia, Mi tdU.M xmrl[x. x,vnw,e,b rnneeeryx rMM.tew, ewnn.MxwxX.. �x,xnw,b •wm,ob,urvME xM y,W niM1llxWipX M[rCxGS 11M x�brpx..Mxw MNyMkmprbnU,rx wNMwM xnmw we xXxv wmx�„n n•x,.e iwwxx n w,r,..b .. nwwwb...,,...... ..". 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HE. / , _w • I IM I I I I B, yS I� s I BLOCKS §�'I gg� I '��m ee I pl i I "•, I ,ml.m I OUTLOTB 1 M w .f"00 . or i\`� �• VILLAGES ON-1 THE POI•JOS �•�' ----------- / / �/ � :rAwixno�er�NAirxMi�M na wxwnxrm MORTN a OlxORS VtIrgrlNexMgAMUrlWxo. .S.IIXMLO PIP' nr I71. 1.FlUns[urncw L4N651.MMX6511[fONYSUsi MMXMMxrp MRPX10U,RSWrMMIOr 51 XNIR/SrYPonExry WPNU [WNrgM.MY.M EN( M PC DATE: October 7, 2014 CC DATE: October 27, 2014 REVIEW DEADLINE: November 4, 2014 CASE #: 2014-29 BY: AF, RG, TH, TJ, ML, JM, JS PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve the preliminary plat for Villages on the Ponds I Ph Addition and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the conditions of the staff report, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting preliminary plat approval to create two lots and one Outlot and Site Plan Review for a 14,000 square -foot, one-story specialty grocery store with a variance from the Planned Unit Development sign letter height to permit letters in excess of 30 inches. LOCATION: Northwest Comer of Lake Drive and Main Street Outlot B, Villages on the Ponds 0 Addition (PID 25-8460030) APPLICANT: Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 (612)801-4313 rrauwerdink@venturepass.net Owner: Northcott Company 250 Lake Drive East Chanhassen, MN 55317 (952)294-5215 bschwen@northcotthospitality.com PRESENT ZONING: Planned Unit Development (PUD) (Villages on the Ponds) 2020 LAND USE PLAN: Mixed Use ACREAGE: 2.71 acres DENSITY: F.A.R. 0.29 Planning Commission Villages on the Ponds I Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 2 of 21 LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The development is located within Villages on the Ponds, a mixed -use development. The site was rough graded as part of the overall development. The property is located within Sector I of the Villages on the Ponds development. The applicant is requesting subdivision approval to create two lots and one outlot and site plan approval. The proposed development consists of a one-story,14,000 square -foot retail building. A second building site is being platted along Lake Drive, which will be developed in the future. The primary parking for the project is located in the interior of the lot. Some on -street parking is also available along Lake Drive, Main Street and Pond Promenade, which are all private streets. Within Villages on the Ponds there are existing cross -access and cross -parking agreements that permit a portion of the parking to be located off site. Parking requirements in excess of those specifically provided on site are through shared parking. The primary building material consists of dark brown and tan rock face block, single score burnished block light brown accent bands with brown and reddish brown brick in columns and at the entrance. Black awnings are proposed over individual windows. A white E.I.F.S. cornice is incorporated at the top of the walls. The roof is a lighter brown standing seam metal. The proposed development is consistent with the comprehensive plan and the project's development design standards. Staff is recommending approval of the project subject to the conditions of this report. Planning Commission Villages on the Ponds 1 la' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 3 of 21 APPLICABLE REGULATIONS Chapter 18, Subdivision Chapter 20, Article II, Division 6, Site Plan Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development Villages on the Ponds Development Design Standards BACKGROUND On December 9, 2002 the Chanhassen City Council approved Site Plan #2002-9, plans prepared by Truman Howell Architects and Associates, Inc., dated October 18, 2002, for a 70,873 square - foot, three-story building consisting of street level commercial and upper level hotel rooms (not constructed); and A variance for the use of more than 15 percent EIFS on the building based upon the finding that it is consistent with other buildings approved in the area (void since not used); and A variance for signage in excess of 20 feet in height on the building based on the fact that it is consistent with the approval given to the Community Bank of Chanhassen building (void since not used). On June 28, 1999, the City Council approved PUD 95-2 granting Final Plat approval for Villages on the Ponds Fourth Addition, creating one lot and two oudots. The lot is for the Peddler Cyclery, a.k.a., Bokoo Bikes. On September 23,1996, the City Council approved PUD 95-2, Villages on the Ponds, including a Comprehensive Land Use Plan amendment from Office/Industrial, Institutional, Residential Medium Density, Residential Low Density to Mixed Use -Commercial, High Density Residential, Institutional and Office; Preliminary planned unit development for up to 291,000 square feet of commercial/office buildings, 100,000 square feet of institutional buildings, and 322 dwelling units; Rezoning from IOP and RSF to PUD, Planned Unit Development (final reading); and final plat dated "Received September 19, 1996" for two lots and ten outlots and public right-of-way. The developer is proposing subdividing the property into two lots and one oudot. The initial phase will only plat one lot for the specialty grocery building. Outlot A is for Pond Promenade. Outlot B will be final platted in the future as a lot for another commercial building. Planning Commission Villages on the Ponds I Vh Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 4 of 21 PRELIMINARY PLAT Fees The fees collected with the final plat are: Surface Water Management fee Park Dedication fee GIS fee: $25 (plat) + ($10/parcel x 3 parcels) _ $55 City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. The Surface Water Utility Charges are calculated based upon land use type and land area. Credits may be applied based upon storm water practices being implemented. The following table illustrates the Storm Water Utility Charges associated with the development of this parcel. Planning Commission Villages on the Ponds 11`s Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 5 of 21 Area Rate Total Water Quality 2-.74 2.16ac $22,060/ac $398 47,715.78 Water Quantity 2-.74 2.16ac $8,560/ac 23'.28 18 515.28 Treatment BMP Credit 1.80 ac $22,060(0.5)/ac $19,854.00) $63,218.06 46,377.06 Outlet B will be developed with "fteen (13) paAming stalls and a dfive lane as well as stefffl water imnr^eyeme :ts er the de elepme..t of the pareel. Beeause ofthese s i ,...t..' will it not e a s idered undeveloped and will be assessed a s te...r water- b for- ee ff ff .e.eial p ..ei4ies if the applieant wishes to eid these assessments, Outlet B .. us4 be �o ....... r.::r.»...tee. ...=:v-apl,.:v.u.....e..�e ..................., ......�...,,..�....,, ..»»...._.......,...- The assessments will then be deferred until such time as outlot B is developed. PARKS This property is located within the community park service area for Lake Susan Community Park and the neighborhood park service area for Rice Marsh Lake Neighborhood Park. Employees and visitors to the specialty grocery store will have convenient access to these publicly -maintained park and recreation facilities. Lake Susan Park is 33 acres in size and features large playgrounds, basketball court, picnic shelter, tennis courts, archery range, public water access, fishing pier and a ball field. Ample off-street parking is available at the park. Rice Marsh Lake Park is four acres in size and features a playground, ball field, basketball court, volleyball court and a small picnic shelter. Off-street parking is available. No additional parkland acquisition is being recommended as a condition of this subdivision. The subject site has convenient access to the public trails along Great Plains Boulevard, the three- mile Rice Marsh Lake Trail Loop and the Lakeside trail route to Lake Susan Park. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot B, Villages on the Ponds 4 h Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current commercial park fee rate of $12,500 per acre, the total park fees would be $33,875. Planning Commission Villages on the Ponds 11'b Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 6 of 21 UTILITIES Public sanitary sewer and water main are within streets surrounding the proposed development. The plat must be revised to include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. The developer proposes to wet tap a 6-inch diameter water service to the existing water main and extend a sanitary sewer service from an existing sanitary sewer manhole northwest of the building on Lot 1. These service connections will be inspected by the Building Department in conjunction with the building/plumbing permit. COMPLIANCE TABLE Areas . ft. Frontage(ft.) Depth ft.) Notes PUD 15,000 100 100 CBD District Lot 1 48,595 130 354 442 1.24 acres 53,851 Outlot A 39,943 NA NA Pond Promenade, 0-.92- 0.93 40,373 acre Outlot B 29,636 109 319 Future Development, 8.48 0.55 23,949 acre 118,174 2.71 acres Planning Commission Villages on the Ponds l Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 7 of 21 GENERAL SITE PLAN/ARCHITECTURE The applicant is proposing a one-story, 14,000 square -foot retail building. ARCHITECTURAL COMPLIANCE CHANHASSEN SPECIALTY PROJECT TEAM GROCERY - Planning Commission Villages on the Ponds 11' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 8 of 21 I 2 uaem Euv�nou Ial EAST a ono �n n E�Anou Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 9 of 21 Size Portion Placement The building entrance is oriented to the west parking area and consists of a five-foot projected tower structure of reddish -brown utility brick. Had his been a multi -tenant building, store frontages would have been required on the Main Street elevation. The building elevations are highly articulated with numerous openings, changes in materials, projections and recesses in the building fapade and incorporation of various window treatments and styles. Material and Detail and Color The primary building material consists of dark brown and tan rock face block, single score burnished, light brown accent bands with brown and reddish brown brick in columns and at the entrance. Black awnings are proposed over individual windows. A white E.I.F.S. cornice is incorporated at the top of the walls. The roof is a lighter brown standing seam metal. Height and Roof Design The tallest point of the entrance roof is 32 feet 10 inches. The top of wall is 25 feet 4 inches which is topped with a dark brown aluminum cap flashing. The roof is a lighter brown standing seam metal. Mechanical equipment is screened through placement and parapet walls. Facade Transparency Transparent windows and doors are located on the north and west building elevations. All other areas shall include landscaping material and architectural detailing and articulation. For portions of buildings with a use or function that does not readily allow windows, e.g., cooler or freezer areas, mechanical rooms, security areas, storage areas or warehouse or manufacturing space in commercial or industrial buildings, the fenestration standards may be reduced. However, the architecture detailing must be provided by the use of upper level windows, the use of spandrel glass or architectural detailing which provides arches, patterning, recesses and shadowing that provide aesthetic interest. Landscaping shall be provided to the south of the building to provide some relief to the blank expanse of wall and screen the loading dock area. Site Furnishing The applicant is providing bicycle racks in the northwest comer of the building and an eco mesh green wall on the east side of the building. The developer shall consider a design change to the ECO mesh green wall to be slightly curved to help break the monotony of the long, straight wall along the street. As part of the hardscape design for Villages on the Ponds, Main Street was to have two benches east of the building. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others provided throughout Villages on the Ponds. Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 10 of 21 Lighting The plan calls for the removal of the street lights on the East side. However, those lights have to be preserved and operational when site construction is completed. The pedestrian component of Villages on the Ponds incorporates the acom-style lighting along Main Street and Lake Drive. Parking area lighting is provided by 27.5-foot tall, shoe -box style light fixtures. All fixtures must be shielded, high-pressure sodium or light -emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees. Three styles of wall -mounted lighting fixtures are proposed around the building. All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. Loading Areas, Refuse Area, etc. A trash and pallet enclosure is provided to the south of the building and consists of the same material as proposed for the building. The loading dock is located along the south wall behind the enclosure and shall be screened with additional landscape plantings. Lot Frontage and Parking location The site has frontage on three streets. Parking is primarily provided to the west of the building with 67 spaces on site and 65 in Pond Promenade. Ten more spaces are located along Main Street and ten on Lake Drive. Signage Wall signage is permitted on the north, east and west elevations of the building. One sign per tenant is permitted on each of these elevations. While City Code would permit the signage proposed by the developer, the PUD standards restrict the letters and logos to a maximum of 30 inches in height. A variance is being applied for to permit the 42-inch letters shown on the exterior elevations. A separate sign permit is required for each sign. ACCESS Pedestrian access is provided from Pond Promenade. With the future development of the lot along Lake Drive, pedestrian access will be provided from the south and west. The site lies within the Villages on the Pond Planned Unit Development located south of Trunk Highway 5 between County Road 101 and Great Plains Boulevard. The streets within the Villages development — Pond Promenade, Lake Drive and Main Street — are privately owned and maintained. The site is on the northwest corner of Lake Drive and Main Street and will be accessed from the north via Pond Promenade and from the west via the existing north -south (unnamed) street between Lake Drive and Pond Promenade. Planning Commission Villages on the Ponds 11 ' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 11 of 21 The developer proposes improvements along the private streets north and west of the site, specifically installation of 90-degree parking stalls that will be paved and will have curb and gutter. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Delivery access for the site will be from the access at Pond Promenade. The developer's engineer submitted trunk turning movements to illustrate how a tractor -trailer unit would access the delivery dock on the south side of the building. The developer's engineer is encouraged to evaluate the turning movements to determine if the wheels would conflict with the curb line, and make the necessary adjustments to the plan. The plans indicate a potential layout on Outlot B for future development. Cross -access and/or cross -parking agreements required for any future development would be addressed at the time of final plat for Outlot B. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. GRADING Site Characteristics The site is an existing unimproved lot within the Villages on the Pond plat. There is currently an area that acts to hold water on site. This area is a remnant from a previous attempt to excavate for improvements on the site that was never completed. This area does not meet the criteria to be classified as a jurisdictional wetland nor was intended for the purpose of storm water management. The plan proposes to fill this area. A dewatering plan will be required for draining this pond. This dewatering plan must assure that sediment -laden waters are not discharged from the site. It is highly recommended that this area be used as a temporary sediment basin during site development. The site has a gradual decrease in elevation from north to south and from east to west toward the pond area. There are no bluffs or steep slopes located on the property that must be protected during site development. The property is 1,200 feet from Lake Susan and 1,400 feet from Rice Marsh Lake at the closest points. This is outside of the 1,000-foot shoreland zone. Soils on the site consist of Lester -Kilkenny loams as identified in the United States Department of Agriculture Web Soil Survey. With the exception of an area approximately 40 feet in width adjacent to Lake Drive, the soils on the site fall into the B hydrologic soils group and would be conducive to infiltration. Approximately half the site does have a seasonally high water table that could be restrictive to infiltration. Planning Commission Villages on the Ponds 1 la' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 12 of 21 Grading: Drainage The site was mass graded when the surrounding area was developed. The original plans for the site included underground parking within the area now shown as Outlot B. The underground parking was sub -cut with the original site grading and has since filled with surface water runoff. The developer proposes to fill the majority of this area, with the eastern portion of Outlot B being utilized for a sand filter basin to treat storm water runoff from the proposed development. A new storm sewer manhole will be installed to connect the discharge pipe from the sand filter basin to the existing storm sewer within Lake Drive. This connection will be inspected by the Building Department in conjunction with the building/plumbing permit. z J LrJ vao.a. The proposed design maintains the same overall drainage pattern with some minor alterations for rate control and water quality treatment. The system will be private and will connect to a private system internal to Villages on the Ponds before entering the public system at Main Street and Great Plains Boulevard. The proposed drainage post development reduces runoff rates in the 2- year, 10-year and 100-year return interval storm event conditions. This meets City requirements. Grading: Erosion Prevention and Sediment Control Because this will result in greater than one acre of new impervious, it must meet the requirements set forth in the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). As part of the NPDES the applicant must develop or cause to be developed a Surface Water Pollution Prevention Plan (SWPPP) with all of the elements required under Part III of the permit. Section 18-40 of Chanhassen city code requires that the SWPPP be provided with the preliminary plat submittal. Section 19-145 states that this SWPPP must be a standalone document. The City will make available a checklist of the required elements that can be used by the applicant to develop a SWPPP compliant with the NPDES Construction Permit and Section 19-145 of city code. The SWPPP should be a single standalone document that assembles the required information in one place for ease of review, inspection, maintenance, modification and assurance of compliance. City staff must have reviewed and approved the SWPPP prior to the issuance of a grading permit or any other earth - disturbing activities are allowed. This shall include, but not be limited to, installation of perimeter BMPs, removal of vegetation, dewatering of the basin, removal of any structure or improved surface as well as grading, excavating or placement of fill materials. Planning Commission Villages on the Ponds 1 Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 13 of 21 During construction, every reasonable effort must be made to protect the filtration area from construction impacts. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. It is highly recommended that the pond be used as a temporary sediment basin during site development. Stormwater Management This site will exceed the one (1) acre threshold triggering the National Pollution Discharge Elimination System (NPDES) permit. The project will need to meet the requirements of the NPDES permits including the Municipal Separate Storm Sewer System (MS4) permit and the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). In addition to erosion prevention and sediment control practices, this includes permanent stormwater management as discussed in Part III.D of the NPDES Construction Permit and post -construction stormwater management as discussed in Part III.D.S of the MS4 permit. The NPDES permit program requires that the first inch of runoff from impervious surfaces is retained on site. If infiltration is prohibited (see Construction Permit Part III.D.I J), other methods of volume reduction should be evaluated. Volume reduction must occur to the "maximum extent practicable". In either case, the equivalent water quality volume must be treated. The applicant is proposing a filtration basin in the southeast corner of the property. The NPDES Construction Permit requires that "where a project's ultimate development replaces vegetation... with one (1) or more acres of cumulative impervious surface, the Pematee(s) must design the project so the water quality volume of one (1) inch of runoff from the new impervious surfaces... is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water."' When the site constraints are such that infiltration is prohibited as listed in Part III.D.1 j of the NPDES Construction Permit, "the Permitee shall consider other methods of volume reduction and the water quality volume ... must be treated prior to the discharge of stormwater to surface waters." The applicant is providing rate control and water quality improvements through the installation of an EcoStorm structure and a sand filtration system. The applicant is stating that volume reduction is not possible on site due to the presence of soils in the D hydrologic group. However, they have provided no evidence to support this assertion. The USDA has mapped much of the soil in the area as belonging in the B hydrologic group which would be well suited to infiltration. It might be possible to provide storage below the outlet for the sand filtration system to provide a partial infiltration system. It may also be possible to utilize this feature to capture storm water for reuse on landscape features. Minimal Impact Design Standards working group and others have developed a number of practices beyond infiltration that may be used for volume reduction. The applicant shall ' Part III of General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal Program Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 14 of 21 provide an evaluation of other methods of volume reduction to justify any permanent storm water management practice employed. Even if there are limitations to volume reduction, the applicant must still attempt to reduce volume to the maximum extent practicable and then treat an equivalent water quality volume. The applicant is stating the water quality requirements are met through the installation of these best management practices. The applicant must provide modeling showing the proposed practices will meet section 19-144 (a)(3) of Chanhassen City code. (3) Newly -constructed or modified detention basins shall provide storage volume below the outlet (dead storage) to allow for water quality treatment in accordance with the following, whichever is most restrictive: a. Water quality features meeting the MPCA NPDES construction permit for permanent stormwater management systems; b. Water quality treatment consistent with NURP criteria (90 percent removal of TSS and 60 percent removal of TP for a standard NURP particle size distribution); and/or... The applicant must provide water quality modeling showing that the water quality treatment conditions are met for the required water quality volume. Acceptable modeling software are listed in Section 19-144(a)(1)c. of Chanhassen City Code. Long-term maintenance of the facilities shall be privately owned and maintained. The City is required under their MS4 permit to "provide for the establishment of legal mechanisms between the permittee and owners or operators responsible for the long-term maintenance of structural stormwater BMPs not owned or operated by the pernutee..." This system is considered private but assurances need to be put in place to assure that Chanhassen, as a permittee under the MS4 can; a) Conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structureal stormwater BMP has not conducted maintenance. b) Include conditions that are designed to preserve the pemuttee's right to ensure maintenance responsibility... when those responsibilities are legally transferred to another party. c) Include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part III.D.5.a(2) continue to be met The applicant must record a drainage and utility easement over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Planning Commission Villages on the Ponds 1 Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 15 of 21 Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. LANDSCAPING Minimum requirements for landscaping at the specialty grocery store include 1,944 square feet of landscaped area around the parking lot, three landscape islands or peninsulas, seven trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 1,944 sq. ft. >1,944 s . ft. Trees/parkingTrees/parking lot 7 trees 7 trees Islands or peninsulas/parkin lot 3 islands/peninsulas 4 islands/peninsulas Applicant meets minimum requirements for trees and interior landscaping in the parking lot area. To be consistent with landscaping expectations within Villages on the Ponds, staff recommends that additional trees be planted within the larger peninsulas located at the northern entrance/exit drive, at the northwest corner of the site in Pond Promenade and at the corner of Lake Drive and Pond Promenade. The landscape plan shows small, but multiple, inconsistencies. Staff recommends that a corrected landscape plan be supplied to the city prior to construction. MISCELLANEOUS The buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Planning Commission Villages on the Ponds I I b Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 16 of 21 COMPLIANCE TABLE PUD Chanhassen Specialty Grocery (14,000 A) Building Height 3 stories 1 story 40 feet 29.5 feet Building Setback N - 0' E - 0' N - 5' E - 5' 3 3/a" W-0' S-0' W-218' S-15' Parking Stalls 70 stalls 152 stalls # (Retail 1 /200 square feet—14,000/200 = 70 spaces (# 67 spaces on -site, 10 spaces on Main Street, 10 spaces on Lake Drive, 65 spaces on Pond Promenade. Parking Setback N - 0' E - 0' N - WE -142' W-0'S-0' W-0'S-0' Hard Surface Coverage 70% 84 83%# Lot Area 15,000 square feet 48,595 53,851 sq. ft. (1.4-224 acres) # Hard surface coverage must average 70 percent over the entire development. Individual lots may exceed 70 percent site coverage. VARIANCE The applicant is requesting a variance from the sign standards in Villages on the Ponds which limits letter height to 30 inches so that they may use 42-inch letters. While City Code would permit the signage proposed by the developer, the PUD standards restrict the letters and logos to a maximum of 30 inches in height. The PUD standards were established in 1996 when the concept for the development was a compact, urban village with multi -storied buildings along both sides of the street. hi such an environment, signage size could be reduced because views would be limited to the street immediately adjacent to the property. Reduced letter size is adequate in a pedestrian -type environment. The applicant is proposing signage that will be visible from Highway 5 and Market Boulevard. Staff is recommending approval of the variance to permit the 42-inch letters on the north and west building elevations only; however, larger signage is not necessary on the east elevation because it is a pedestrian -oriented, compact urban design. It should be noted that the sign will still comply with the City sign ordinance. Planning Commission Villages on the Ponds 11d' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 17 of 21 RECOMMENDATION Staff recommends that the Planning Commission approve the Villages on the Ponds 11d' Addition and Chanhassen Specialty Grocery subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Subdivision .. .� Y.. .. .. .. RPM .. RVIVP Rp ��� Planning Commission Villages on the Ponds 11`s Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 18 of 21 (Note, the above conditions for water resources apply to the site plan and have been moved there) 1. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. 2. The fees collected with the final plat are: a. Surface Water Management fee: $46,377.06 b. Park Dedication fee: $33,875 c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels) = $55 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. Prior to issuance of the building permit the applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the city, over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. Site Plan with Variance Buildine: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Planning Commission Villages on the Ponds l Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 19 of 21 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: 1. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Planning Commission Villages on the Ponds 11t1i Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 20 of 21 Water Resources: 1 . The appliean4 muq* reeard a drainage and utility easement; of other equivalent pFeteefien as agreed to by the eit�- ever the Eeastaffn and the sand filter basia. This Fesorded easemeR4 Enust speeifieally address who is responsible to own and maintain the s)-Aem and fRust fneet- the - ents spelled e..t in Pai4 TTT ll C /C\ of the Gene..el Dem it A..theri:6atien to Disehar-ge SteFmvffiatef A mosiated ;With Small NWnieipal SepaFate Steffn Sewer Systems ehafge and shall be ehaFged at the eeffffneresial rate upiless left Pally undeveloped. if left fully undevelepedi the eenneefien ehai-7ge shall be delayed until sueh a time as Qu&t B is developed and the quai4er4y fee shall be that of an und"oped let. 3. eefmeetien eharge will be A..e et the tifne of fmal plat 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. Planning Commission Villages on the Ponds 1 Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 21 of 21 ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Project Narrative. 4. Request for Variance Narrative. 5. Reduced Copy Final Plat. 6. Reduced Copy Existing Conditions. 7. Reduced Copy Preliminary Plat, 8. Reduced Copy Civil Site Plan. 9. Reduced Copy Grading Plan. 10. Reduced Copy Erosion Control Plan — Phase I. 11. Reduced Copy Erosion Control Plan — Phase Il. 12. Reduced Copy Utility Plan. 13. Reduced Copy Site Plan - Phase I. 14. Reduced Copy Landscape Plan. 15. Reduced Copy Site Lighting. 16. Reduced Copy Floor Plan. 17. Reduced Copy Roof Plan. 18. Reduced Copy Exterior Elevations with landscaping. 19. Reduced Copy Exterior Elevations. 20. Reduced Copy Exterior Perspectives. 21. Memo from Scott Sobiech and Candice Kantor to Robert Generous dated 9/24/14. 22. Email from Vemelle Clayton to Bob Generous dated 9/17/14. 23. Public Hearing Notice and Mailing List. gAplan\2014 planning cases\2014-29 chanha specialy gm ayWtaff report specialty g=cry.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Venture Pass Partners, LLC and Northcott Company for Subdivision and Site Plan approval with a variance for signage. On October 7, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Venture Pass Partners, LLC and Northcott Company for preliminary plat and site plan approval with a variance for sign letter size. The Planning Commission conducted a public hearing on the proposed subdivision 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. 3. The legal description of the property is: Outlot B, Villages on the Ponds Fourth Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance and meets the standards of the Village on the Ponds Planned Unit Development; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan since the site is guided for mixed use development which includes commercial or multi -family residential; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project 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; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project 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; Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Section 20-1253. Variances. The city council, upon the recommendation of the planning commission, may grant a variance from the requirements of this article where it is shown that by reason of topography or other conditions, strict compliance with the requirements of this article would cause a hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of this article. City code only regulates the total sign area permitted for signage, not the individual size of letters within the sign. The PUD standards for Villages on the Ponds limit the height of letters to 30 inches. These standards were established in 1996 and envisioned a multi -storied, dense urban -style streetscape of buildings and uses. In such an environment, sign height would be less important since views would be limited to along the adjacent street. The 30- inch height limitation is viable in a pedestrian -oriented environment. However, changing economic conditions and times have altered the type of development taking place and the developer is trying to provide views for further distances including Highway 5 and Market Boulevard. Limiting the size of the letter is a hardship in this instance. 7. The planning report #2014-29 dated October 7, 2014, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat (Villages on the Ponds Eleventh Addition) and site plan with a variance for Chanhassen Specialty Grocery. ADOPTED by the Chanhassen Planning Commission this 7' day of October, 2014. CHANHASSEN PLANNING COMMISSION M Its Chairman COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSFN Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 /_=1111111MAEel ZI& aN1;kT/4UI,t51;1I.IIIa:7AylI41u Date Filed: q.5-1� 60-Day Review Deadline: Planner. 'i>� Case 4—),9 Section 1: Application Type pp ❑ Comprehensive Plan Amendment.. ................... $600 ❑� Subdivision.... ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less ....................................... ..... 3001 ❑ Create over 3 lots.......................$600 + $15 per lot ❑ Conditional Use Permit ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Single -Family Residence ................................ $325 ❑ Consolidate Lots ............................................ ..$150 ❑ All Others $425 ❑ Lot Line Adjustment......................................... $150 ......................................................... 0 Final Plat'............ ..$250 ❑ Interim USe Permit *Requires additional 50 ,crow for attorney costs. ❑ In conjunction with Single -Family Residence.. $325 Esaow will be require development contract. r other applications through the ❑ All Others......................................................... $425 ❑ Vacation of Easements/Right-of-way... ................ $300 (Additional recording fees may apply) ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ... $150 ❑ Variance .................................. ❑ Wetland Alteration Permit ❑ Single -Family Residence. ❑ All Others ......................... ..... $200 ............................ $150 ............................ $275 ❑� Site Plan Review ❑ Zoning Appeal ...................................................... $100 ❑ Administrative..................................................$100 ❑� Commercial/Industrial Districts* ...... .... 1-ho.:f $500 ❑ Zoning Ordinance Amendment ............................ $500 Plus $10 per 1,000 square feet of building ari NOTE: When multiple applications are processed concurrently, Include number of existing employees: the appropriate fee shall be charged for each application. and number of new employees: ❑ Residential Districts ......................................... $500 (Refer to the appropriate Application Checklist for required submittal Plus $5 per dwelling unit information that must accompany this application) APITIONAL REQUIRED FEES: ❑ Notification Sign ................................... �200 o^ TOTAL FEES: $_ (City to install and remove) 1' ❑� Property Owners' List within 500......... $3 per address a 6 `` Received from: eAuYP_ gYyprS' '-LC (City to generate — fee determined at pre -application meeting) ❑ Escrow for Recording Documents.. $50 per document Date Received: 9-S- 4 Check Number: 4ZO9 (CUP/SPRNACNARNVAP/Metes& Bounds Subdivision) 1UO O[A)es ir-►Srlqt� 41.rAoo Project Name: Chanhassen Property Address or Location: Outlot B, VILLAGES ON THE PONDS, 4th ADDITION Parcel #: 258460030 Legal Description: Outlot B, VILLAGES ON THE PONDS, 4TH ADDITION Total Acreage: 2.71 Wetlands Present? ❑ Yes ® No Present Zoning: PUD Present Land Use Designation: PUD/Retail Existing Use of Property: Vacant Land Requested Zoning: Existing, PUD Requested Land Use Designation: Retail Description of Proposal: 14,000 sf specialty grocery. Platting outlot for possible future phase 2 (8,100 sf retail strip). Platting outlot underlying the Pond Promenade private road areas. 21 Check box if separate narrative is attached SCANNED 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. 1 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, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for 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: Venture Pass Partners, LLC (or assigns) Contact: Randy Rauwerdink Address: 19620 Waterford Court Phone: (612) 801-4313 City/State/Zip: Shorewood, MN 55331 Cell: (612) 801-4313 Email: rauwerdink@venturepass.net Fax: Signature: Date: 9/5/14 PROPERTY OWNER: In signing this application, I, as erty 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: hot-JHCOTT CiIfgilNy Contact: OKI471r� �CHwE7I Address: a' SO t"h kE wt t'C E,J4 f Phone: 9sY) ;731 City/State/Zip: C Nam' -1444e:4 i Mnt S311' Cell: Email: 6 ,G -VN a Ce je, g i fA I C th Fax: Signature: I iLa I Date: q j7 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name. Sambatek Contact: Mike Brandt Address: 12800 Whitewater Drive Suite 300 Phone: (763) 259-6014 City/State/Zip: Minnetonka, MN 55343 Cell: (612) 703-0732 Email: MBrandt@sambatek.com I- Fax Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: FLI Property Owner Via: ❑✓ Email ❑ Mailed Paper Copy Name: Andy Krenik-Tushie Montgomery Amhite s Applicant Via: 0 Email ❑ Mailed Paper Copy Address: Engineer Via: R] Email ❑ Mailed Paper Copy City/State/Zip: 7 Other' Via: ❑� Email ❑ Mailed Paper Copy Email: AndyK@Mamhite swm PROPOSED DEVELOPMENT-OUTLOT B VILLAGES ON THE PONDS 4T" ADDN PROJECT SUMMARY NARRATIVE Introduction Venture Pass Partners, LLC is pleased to submit for consideration and approval, the attached applications for Site Plan Approval and Subdivision (Plat) for the 2.71 acre Outlot B, VILLAGES ON THE PONDS 4T" ADDITION. We are proposing to subdivide and plat this Outlot into a Phase One (Lot 1) retail development consisting of a 14,000 sf specialty grocery store, as well as Outlot A which will contain Pond Promenade Road improvements, and Outlot B which will be future Phase Two retail development of approximately 8,100 sf building area and associated parking. The proposed Phase Two Outlot B area will be initially left as green- area and will be an integral part of the stormwater design. Sidewalk construction and improvements are proposed along the full perimeter extents of Pond Promenade Road and Main Street as part of the Phase One improvements, enhancing the pedestrian friendly character of the project. Architecture and Design The 14,000 sf single story building will be detailed with a varied pallet of warm toned materials for the building exterior. Materials consist of pigmented rock face and burnished masonry, brick, EIFS cornices, standing seam metal roofing, aluminum windows, and fabric awnings. Accommodation for the 70% sloped roof coverage requirement is accomplished through the use of an entrance tower with a hip roof and wrap around sloped metal roofing at portions of all four elevations. Additional use of projecting fabric awnings and sculpted EIFS cornices provide increased relief within the building facade. The 50% building fenestration requirement is accomplished with an interplay of massing, color, and material detailing at each elevation. The use of large windows, sloped metal roofing, sculpted EIFS cornices, brick piers, and fabric awnings provide a pedestrian scale and architectural detailing to each elevation. Windows along the east elevation (Main Street) would be spandrel or translucent glass highlighted with awnings. The exterior of the building is further enhanced with an emphasis to natural plant materials using a green screen climbing landscape element at the east elevation (Main Street) and extensive use of plantings varied in height along the north, east, and south elevations. The outdoor trash storage and loading area is also screened by use of plant materials. Articulation of the south wall elevation is also accomplished with the natural building steps resulting from the receiving appendage and with the added layering and screening provided by the freestanding trash/pallet enclosure. Tenant signage will be integrally lit channel letters and occur on the west, north, and east elevations per city ordinance for allowable area. The exact location of one tenant sign on the west elevation (front of building) is to be determined. The elevations show two possible locations for signage along the west wall -each within the allowable area. CHANHASSEN SPECIALTY GROCERY-Outlot B VILLAGES ON THE PONDS a ADDN REQUEST FOR VARIANCE TO PERMIT 42" WALL SIGNAGE LETTER HEIGHT Venture Pass Partners, LLC has submitted for Site Plan Approval and Subdivision (Plat) for the 2.71 acre Outlot B VILLAGES ON THE PONDS a ADDN, including the development of a 14,000 sf specialty grocery store. The architectural design and exterior building elevations as submitted incorporate wall signage on three allowable building elevations, as follow: North -Fronting Pond Promenade and visible to Hwy 5 to the north. West -Over main entrance and fronting the parking lot, also visible to Market Blvd. East -Fronting Main Street Signage on each elevation is proposed as individual internally illuminated channel letters, 42" in height, and placed in a consistent fashion/signage band detail. The total area of each sign as proposed is well below the allowable signage area as per City ordinance, more specifically as follows: North-122 sf proposed, 189 sf allowable West-122 sf or 157 sf proposed, 201 sf allowable East-122 sf proposed, 217 sf allowable A variance is required due to a clause in the VOP Development Design Standards, restricting wall letters to a maximum of 30" in height. While this standard may be suitable for small shop space or for visibility and legibility from directly abutting streets or at pedestrian scale, this is far too limiting and ineffective for our proposed use. We also feel that it is not of a scale consistent with the massing and dimensions of our proposed building. It should also be noted that when the Pond Promenade PUD was approved in 1996 it was one of the pioneering new urbanism projects in the Metropolitan area. During this period communities and planners had a general attitude that merchant signs should be minimal and generic. The current trend as evidenced by the relaxing of most municipal sign codes is that adequate signage is not only critical to a merchants success but can add vibrant and creative design elements to a project while adding distinction and variety to a neighborhood. Highly visible and legible signage is critical to the success and viability of a grocery operation with a regional draw. This parcel as situated has critical sightlines to Hwy 5 and to Market Blvd, however it is set back from Hwy 5 by approximately 550', and from Market Blvd by approximately 620'. Providing effective identification and signage to passing motorists is essential. Signage, if restricted to 30" letter height, will prove entirely Research as compiled by the United States Sign Council, studying legibility of signage parallel to roadways from moving vehicles is summarized in the table below. This table only calculates recommended letter heights up to a distance of 400' from the roadway, however even at 400' (highlighted in yellow) the recommended legible sizes exceed 80" in height. The 42" height that we are requesting is obviously well below this recommendation, but it will provide some level of effectiveness that could not be achieved with the 30" restriction. The 42" height is also consistent with other locations of our tenant, and in keeping with their minimum standards. For additional reference I also highlighted in red the effective distance for viewing signage with 30" letters. This approximate 100' distance is consistent with my comments above, suggesting this sizing is suitable for pedestrian scale or viewing from directly abutting roadways. Parallel Signs TY PIC AI PARALLEL SKIMS -AM WLAR VIEWS a ROADWAY Table 3. Parallel sign letter height lookup table. 125 27 29 31 33 35 15D 32 34 36 38 40 175 37 39 41 43 45 2D0 42 44 46 48 50 225 47 49 51 53 55 250 52 54 56 58 60 275 57 59 61 63 65 3D0 62 64 66 68 70 325^— 67 69 71 73 75 �Sn 72 74 76 78 80 Additional research into the effective sizing of signage letters, from the basis of static straight on viewing also supports the 42" sizing of the sign letters. Note on this table that from the distances we are offset from the major roadways, signage with the best impact is 42" to 60" high. This does not take into account the limited viewing time that is possible when in a moving vehicle, or when concentrating on driving the vehicle, as is accounted for in table above. 1LETTER VISIBILITY CHART STATIC PERPENDICULAR VIEWING ------------------ 3., 30' Letter Height Distance for Best Max. Readable (inches) Impact (feet; Distance ifeeti 3" 30, 100' 4" 40' 150' 6" 60, 200' 8" 80' 350' 9" 90, 400' 10" 100, 450' 12" 120' 525' 151, 150' 630' 181, 180' 750' 24" 240' 1000, 30" 300' 1250' 36" 360' 1500, 42" 420' 1750' 48" 480' 2000' 54" 540' 2250' 60" S00' 2500' 4 wvT.r vs.c� MIry CN,[MIi n W 5T ELEVATION 2 NORTIi EIEVAT�M U3e.�i �..a.ee .cmre.m mean— n EAST M"ATM 'T. . I w�ar.c _TDry" MT.emreu cma.. a�oe DRAFT VILLAGES ON THE PONDSiZfH ADDITION VILLAGES ww.....a.w._... �: ,�.,,,.... . ...,.......w..w.w.......w....w. I I ON THE VILLAGES VILLAGES ON THE PONDS I 3RD ADDITION ON THE 'wr . PONDS I .-'••[" �_r.[• F. ,..L.,.mn.+.•.winwr M...wA.n.w.ww..M......c. ......•+,..,•.w...rM_.mr....s....wrlww...,...w.ww «.—a. ....o.,.—.m —.�.----... A— —o,-� — CITY OFCHANHASSEN RECEIVED wv�..y..,.,...a.�w CHANHASSEN PLANNING DEPT SOT N O PONDS n 9 I c, ,n I x I O I [1. I I 4 A I I M7 LOT I ' G w ss c \- BLOCK 1 •, I I J \ OUftOTB ••! ------------- VILLAGE-!; ON TWE PONDS [ t� .• w ..o,.„�I N­NR.,,,• .�,,...NN..„,m I'll /� .., �„ ,•a ,m11..1...i...1 w.' N.....—w• SAMBATEK. INC. nu.xw,rxw,.n u...x euun� aw x[E.xe. ru..,., ..o u.. su.vn.c SCANNED A - tk b&k VVINVZ; Client VENTURE PASS PARTNERS, LLC VILLAGES VRA.M t W'YO.. Yt!­0 A PROMENA E Project CHANHASSEN OW SPECIALTY GROCERY Location III[ CHANHASSEN, - - - - - - - - WIMN , Iiii It/ I It, I Spr.Nc WilI - - - - - A CenificatiGn lak r "-V20U. T- 'OUTRewlsion'!.61or KEDWIVE 'OUTLO LA U A rikj TijE: ri:::X)t 7TH AP I) Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. VEN20145 SCANNED Lill 1 iihi[Y:i \`1 I \ ^I V!i.t..AiiiEEi Oii THEf 'r iiidi;Ei „, •��'� I LOT , :iRb ADnrnari VILLAGES vn- AG E!i 00LOT N Piii•iv (i sMrE'IEtR 1 9 y' .1 r Ir y roL L= ----- __ — . m+E 'VV'" "/Yii �_— —�.• IARL VXIVL LV IIR-� ON THEE E'Oh!OEt 7TH Ar.001TI014 I O� LOT 1 I ' ViLi. i•,iiii5 ..A...o. LLn;:h: ! I I I I —Tl— NOT.. Sm,nwu.n,un, a, •..rain. �FXISTIXG OFSOI�IfION.n....n. mir...i. 6PROPERTVSVMIMRY .0WACTINEORMATION•Y xururvm t Sambatek Client VENTURE PASS PARTNERS, LLC [�NNyE P,us PNIM0.f Project CHANHASSEN RETAIL Location CHANHASSEN, MN C...fi cation ..' ....r......_._ •nummary� �� Revision History Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS LOTH ADDITION Sheet No. Revision C2.03 Project No, Vt Nlalns :iCANNF_C i �LEDEXD �vom ume .tea._ ...wn � •nxxnuau �DEVHOPMFNTNOTFS =KEY NOTES w ffwww.k 1XNNi� uwRw batp ntw.w�� Client VENTURE PASS PARTNERS, LLC &OW PAS$ FiRPtu Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification cel- Summary Revision History �.nx. Sheet Title CIVIL SITE PLAN ® Sheet No. Revision No.T« C3.01 . In, Project No, m mimes SCANNED �.,a.,,.. 4:, e GMDWNG NOTES T , nb&k �o Client VENTURE PASS PARTNERS, LLC �tinlY. PASS PAIf11tA5 Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification FA Summary Revision Wstory Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. VEN20145 SCANNED m'•.����a�0�00�0�0�0�0�0���R�0�0�0�0� __.. IIEJ•��I������a���LE�tlRl�!• MEN eIEOENO a:8a batek , emoeuxoow wwwe Client ••• "� VENTURE PASS �q4 —®— PARTNERS, LLC am ,,..,.....,o_„�.... Sit �,.......,�,..,.,,�...„„.,.. TE Project CHANHASSEN —v'— SPECIALTY e SEQUENCE OE CONSTRUCTION GROCERY w[• Location CHANHASSEN, a MN Certification �E� z. —nmEwTO CD11rR4RMwo ��rpa'c 111 ,www,,..�,.w, w^....m" rumm0� ry MEASU_MIMRYINACRES Revision— Hi 0 'RI m ea ew w r,oln, wmle«A.�I ;; «.;« Mxµo,IM�mon. EROSION CONTROL. SMIFRWS QUANTTRf 11[M W Wm,nry Sheet Title EROSION CONTROL PLAN -PHASEI ® ru w nn Sheet No. Revision C5.01 Project NO. N N20141 sew"ED m e1 S1.9 {e YP111 ww.w. T,• �fFO11FNCF OF fAXSTIIYVIE U n IT,— TTI­M­11­MDWN'T1A­I1 iri ONmETOCCOTRACOR .:w.,m.x,.,'n — — AREA WMMARN IN ACRES i u.ra, ,we—r-wn.rvn ilrow N 119..11( .1 IM41MIM1 XOIFS.IMNH..11 .1H, 1.10... 1.11AXWXOO IAIY WAN_TRIFS gMXIOY XCR,X .batek Client VENTURE PASS PARTNERS, LLC SxglwAnRlw.'S1.XT �eRUe PA55 Iila1NR5 Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification . ummar� Revision HiStory Sheet Title EROSION CONTROL PLAN -PHASE II Sheet No. Revision C5.02 Project No. VEN20145 SCANNED i i I I NNE"M coNSleurnON NOTES zz Sambatek Client VENTURE PASS PARTNERS, LLC �tNRllit. PASS' PAl11NRS Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification Summary Revision ^History �.vn. Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. VEN20145 SCANNED RESTAURANT t\ .v. LOT A 943 5f 917 ACP!')� 5@ DMLOMEW SUMMARY V `� ammo arneen .W ww.ee.avw i � � 101ueIRNeW iigif�NM1r� /f\ � rowmawiSTMVALItlr Imlana6Nn / �, pWgwrrtgtt� n Imi•ufoevp `` em counic�. a�iwcaRemw.Niarirarore•nnien rwalrw.o w �a+..�� •n BIKE 5MOL �\ PO[ID PROV EVADE LOT 1 48,595 5F (I. I ) ACRES) PROPOSED SPECIALN GROCERY 14,000 5F LAKE DRIVE APARTMENTS a ZU w0N U) c c Q 1: z J S v U Lu c U FOay- w NOT�U0110 OONs an EIIfI-moc I LI.0 SCANNED PLANTING SCHEDULE APARTMENTS I LANpkl PLAN &fM, IIA[, PASS WM A El\M\"PRY ,PM1�S EO ��N CANS�U` UNoxve'UN L3.0 SCANNED Mai H ���iri/�i✓ MI i' A. L 5IKE 5n0 w 4 -'F L . Y LAKE DRIVEL (71l • L L %�.I Y Y 4 ji .L.Y .. Y Y.. � � �. L L Y M L. M-L YJ• h 4 Y � y L L L �}f Y Y Llii Yy 1y r _ �M�..M-1�-YYnMi 4.� � 4 W -' • Y) g�mg t Plan (PrepPhared by II pe UgM!na North Amen) APARTMENT5 I i n W W 0 U)'R V 4 zo= =Qm U LU d U CO e ue jw I L5.0 11 SCANNED D z z U Ayy Wyy Ny c SWDWDp : 5n C SWDn— N N C C C i Z - -19 - i s m • e W w 3 zx ! I I I i I I — I I 6 I I I r_—_ — _ —_ — _— -—___—_—___ I I I I I I E I I I I I I I i Dim $i ?��9931Eif° i CHANHASSEN €sp�=z SPECIALTY GROCERY < °5 " ¢g Lake Dr. & Main St. @�I�'AQ I Chanhassen, Minnesota 55317 - O O O O Ir-n u u nZs_n n n �r�ll—n n u n I' i n cll BIGHTIJNt DIAGRAM[ 2 ROOr DRAIN DCTaL 3 ROOF COUIPMfNT 4 SUPPORT CURB D[TAL V ROOPCNT DCTaL /1 ROOP HATCH D[Ta. -T I ---1------------- SCANNED EXTERIOR FINISH SCHEDULE >s �armxo rwl v vnve noes rye U 5 H 1 ONTGOMER R('I?I'I'E( 1 i � r Z U Y? w0 s U)� QUA= 1: m Z Jo= SQ' UW a U U) f14 19Plnl Ii� SCANNED l.u. <v.vnnuc I , T U S H I S AOMER A R, ITECTS "",•'"`"a..<an x. x LU H25T ELEVATION cyan «xoa.x .w..a D meewme.,nw cur. s'^ Cj ax xxn A {�rQ w0 nwMf�xuz Awwc ssw ew n n U) uw cw , au,wen,araY muu w.w.e ine Y,w � a V C _ r l a K.0 xoa vM we � i w.0 fCO�C[IaT v cwca9 w L Li U NORTN ELEVATION n _ - awwe,,.sn��I�HMIEB waa.. m EAST ELEVATION n ��NOtFOR AWN EXTERIOR FINISH SCHEDULE wK:urnwMti <u�"�n� eua �,a exrx.. <aa ercia..i:a. .awe: SCANNED 3D View 2 Mp0.Y. .PRNO FOk WN OONS�W IXIOtIOR �'KTIVtD A2.2 resourceful. noturally. BAR R engmeenng and environmental conwllanls - Memorandum To: Robert Generous, AICP, Senior Planner; City of Chanhassen From: Scott Sobiech, PE and Candice Kantor Subject: Chanhassen Specialty Grocery Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: September 24, 2014 c: Claire Bleser; Administrator Riley -Purgatory -Bluff Creek Watershed District The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) is in the process of implementing watershed district rules. The draft rules were released for public review and comment earlier this spring. The District is currently reviewing comments and anticipates implementing the permitting program this fall. Because the draft rules have not been adopted, the District does not currently have an official permitting program. We appreciate the opportunity to provide comments on the project relative to the draft rules and your willingness to work with the District in advance of the permitting program. The following is a summary of RPBCWD review comments for the Chanhassen Specialty Grocery development at the northwest corner of the intersection of Lake Drive and Main Street. The most current version of the draft rules are available for download on the RPBCWD website: ham•//www ri)bcwd org/permits/. The following comments are based on the draft rules that would likely apply to this project and highlight the areas where revisions or additional information would be needed to fully meet the draft rules. Rule C: Erosion and Sediment Control Rule C: Erosion and Sediment Control applies if a project disturbs more than 5,000 square feet or more than 50 cubic yards. Based on the submitted design plans and supporting documents, the project will disturb more than 5,000 square feet and excavate more than 50 cubic yards. In this case Rule C would apply, and the comments below should be reflected in the plans. • Provide an erosion and sediment control plan in accordance with Section 4 (requirements of the erosion and sediment control plan submittal) and meeting the criteria established in Section 3 of Rule C. Main components of the erosion and sediment control plan include but are not limited to: o The intensity and duration of disturbance at the site shall be minimized by the use of construction phasing. o Final site stabilization should include specifying that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Bare Engineering Co. 4700 West 77th Street, Suite 200, Minneapolis, MN 55435 952.832,2600 www.barrcom To: Robert Generous, AICP, Senior Planner, City of Chanhassen From: Scott Sobiech, PE and Candice Kantor Subject Chanhassen Specialty Grocery Plan Review by Riley -Purgatory -Bluff Creek Watershed District Dale: September 24, 2014 Page: 2 o Soil surfaces disturbed or compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches. o Inlet protection shall be installed prior to any site disturbance. o Silt fences shall be installed prior to any site disturbance. o The silt fence and silt dike at the southwestern comer of the site should be constructed such that no sediment laden water can leave the site. o A construction entrance should be shown for the Phase 2 construction. Rule J: Stormwater Management Rule 1: Stormwater Management applies if a project disturbs 5,000 square feet or more or disturbs 50 cubic yards or more. Based on the submitted design plans and supporting documents, the project will disturb more than 5,000 square feet and excavate more than 50 cubic yards. Because the project will increase the imperviousness of the parcel by more than 50 percent, the criteria will apply to the entire parcel. The following criteria would apply. • Rate Control: Documentation must be provided showing that the project does not increase runoff rates for all points where stormwater leaves the site for the 2-,10-, and 100-year storm events, and the 100-year frequency, 10-day snowmelt event. This analysis must be done using Atlas 14 reference data using a nested storm distribution. o A stormwater analysis was provided that addressed rate control for the 2-, 10-, and 100- year storm events. The events used Atlas 14 precipitation depths; however it used the SCS Type II distribution. The modeling should be revised to use a nested stone distribution based on the Atlas 14 precipitation. o The draft RPBCWD rules require that the project not increase runoff rates for all points where stormwater leaves the site. To accurately comply with the draft rules, the existing and proposed conditions modeling should be split to represent that there are multiple points where stormwater leaves the site, and documentation should be provided showing that the runoff rates do not increase at any location. o The existing condition modeling does not represent existing site conditions. According to the draft rules, existing conditions are defined as follows: "Site conditions at the time of consideration of a permit application by the District, before any of the work for which a permit is sought has commenced, except that when impervious surfaces have been fully or partially removed from a previously developed parcel but no intervening use has been legally or practically established, "existing conditions" denotes the previously established developed use and condition of the parcel". Therefore the existing pond, land cover, and drainage patterns on the parcel must be modeled. To: Robert Generous, AICP, Senior Planner, City of Chanhassen From: Scott Sobiech, PE and Candice Kantor Subject: Chanhassen Specialty Grocery Pion Review by Riley -Purgatory -Bluff Creek Watershed District Date: September 24, 2014 Page: 3 o Provide information documenting the existing and proposed time of concentration estimates. The time of concentration should vary based on watershed size and characteristics rather than being the same for all subwatersheds and land cover conditions. The recommended minimum time of concentration in TR-55 is 6 minutes. o The existing conditions HydroCAD model lists paved parking as HSG C. The proposed conditions HydroCAD model lists paved parking as HSC D. Review and revise for consistency. o The pipe length and slope for the pipe leaving the sand filter used in the HydroCAD modeling does not match the design plans. Review and revise for consistency. o The proposed conditions HydroCAD modeling indicates that all three 6" draintile are connected to the outlet structure which is inconsistent with the plan set. Review and revise for consistency. o Applicant may want to consider incorporating a portion of the downstream storm sewer system into the HydroCAD modeling to accurately predict the flood levels on the site as they may be influenced by tailwater effects from the downstream trunk storm sewer system. o Provide a detail on the plans for the outlet control structure. o Provide a detail on the plans for the Triton system. o Provide a section view on the plans showing the combined sand filter and Triton system. Volume Control: Stormwater management features must provide abstraction for 1.1 inches of runoff from all impervious surface of the parcel because the project increases the imperviousness of the parcel by more than 50%. o The proposed project includes filtration of runoff but does not include any of the required runoff abstraction, thus not meeting the RPBCWD draft rules. The applicant must demonstrate that the District abstraction standard cannot practicably be met in order for the property to be considered a restricted site due to underlying soil conditions. If the applicate demonstrates the abstraction cannot be met the criteria in Rule J, Section 3.3 would apply to the project. However, Section 3.3 still requires abstraction to the maximum extent practicable. o The proposed design routes most, but not all of the proposed impervious surface to the sand filter for treatment. RPBCWD draft rules require that the project provide treatment for the entire parcel. Water Quality. Stormwater management features must provide an annual total phosphorus removal of at least 75% and an annual total suspended solids removal of at least 90% from all site runoff. However, if the applicant demonstrates the District abstraction standard cannot practicably be met the water quality treatment criteria in Section 3.3 would apply to the project. To: Robert Generous, AICP, Senior Planner, City of Chanhassen From: Scott Sobiech, PE and Candice Kantor Subject: Chanhassen Specialty Grocery Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: September 24, 2014 Page: 4 o Calculations must be provided that verify that the proposed treatment system provides the required level of water quality treatment. No water quality computations were provided. o Provide a detail on the plans for the EcoStorm system. General Comments: o All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity. A maintenance and inspection plan must be provided. o Upon completion of site work, submit as -built drawings demonstrating that at the time of final stabilization, stormwater facilities conform to design specifications as approved by the District. Summary Based on the information provided to date, the proposed design would not fully meet the RPBCWD draft rules once implemented. Depending on the timing of the project and the official implementation date of the draft rules, the project could be required to obtain Erosion and Sediment Control and Stormwater Management permits from RPBCWD. Generous, Bob From: Vernelle Clayton [vernelle@visi.com] Sent: Wednesday, September 17, 2014 7:25 PM To: Generous, Bob Subject: FW: VOP, Architectural Review Committee's Review Report for "Chanhassen Specialty Grocery " Follow Up Flag: Follow up Flag Status: Flagged Bob - Below is Mika Milo's review of the Chanhassen Specialty Grocery submission on behalf of the Architectural Review Committee of the Village on the Ponds Association. To: Village on the Ponds Association c/o Vernelle Clayton, the manager of the Association. Re. VOP- Architectural Review Committee review of : " Chanhassen Specialty Grocery" proposed development plans. By: Venture Pass Partners Date issued: 9/17/2014 Dear Vernelle, It is our understanding that the proposed specialty grocery store will be a very welcome addition both to the City, as well as for the VOP community, and is expected to generate a more dynamic business environment for the whole area. And this is at the core of the concept for our Village: a wide range of uses that together create pedestrian oriented streets and a vibrant urban setting. In that respect we look favorably at the proposed development, even though it is not providing for a more mix of uses (retail, residential, office ... )on this one specific site along the Main Street. Also, the main entry is not oriented towards the Main Street, as called for in the VOP Guidelines, assuming some office or residential uses housed on the upper floors. However, we recognize that in this case of a large, single level grocery store, in order to be successful in operation, the main entry needs to be oriented and as close as possible to the parking. Especially in case of very cold winters we have in our Minnesota. Consideration of the addition of another entry (but not necessarily an exit)door towards the street, would be very helpful. It would create a highly welcome break in the long straight rear wall along the Main street. That would spare the customers coming from the street to take a long walk around the building to reach the front door. Or worst, possibly cut across the unimproved site along the loading area to get to the front door. Also, we hope that the "second phase', would offer more opportunities along that line by the nature of the uses involved (like a cafe, restaurant, office or...), which would provide a stronger integration with the street life. In regard t some other specifics: c.--- Sheet L1.0- Site plan, calls for the removal of the street lights on the East side. However, those lights have to be preserved and operational at the construction completion. d.--- Sheet 1-3- Landscape plan, calls for the existing 5 street trees to remain, which is of essence. Especially due to a very tight space between the wall and the street parking, allowing only nominal new landscaping to be planted along the wall. Also, consider a design change to the ECO mesh green wall, to be slightly curved(in footprint)to help break the monotony of the long, straight wall along the street. e.--- Sheets A2.1; A2.2-Aarchitectural Elevations --- Signage: we recognize the need for the store to be well exposed to the freeway, including its signage, but they appear to be too large and too pronounced. Especially above the front entry area. Consider placing the signs over the brick directly, or at least, to color the EIFS sign panel in a way to blend better with the brick around it. --- Roof line, sheet metal roof above the main entry tower: instead to be shallow in its depth just like all other perimeter sloped roofs, consider to extend far behind over the flat roof areas, to provide for a better integration with the overall building, and less of a "fake" appearance. Possibly to extend it upwards to a full "pyramid" form, thus visually better connecting with the roofs of the proposed next door "Villages" retail. --- Materials and colors: (based on the drawings review only) seem to be acceptable, but more use of the brick vs. cmu blocks, would further enhance and provide greater variety on the large elevation walls. The above comments were based on our review of the set of preliminary plans (with a focus on architectural and landscape plans) as provided to us on 9/10/14. We hope this report would be of some help, along with all City's reviews and hearings, towards a successful completion and integration of this development into the VOP and City of Chanhassen urban core. Please let us know if we can be of any further assistance. Thank you, Mika Milo, r. architect For VOP Architectural Review Committee. 0 This email is free from viruses and malware because avast! Antivirus protection is active. c.--- Sheet L1.0- Site plan, calls for the removal of the street lights on the East side. However, those lights have to be preserved and operational at the construction completion. d.--- Sheet L3- Landscape plan, calls for the existing 5 street trees to remain, which is of essence. Especially due to a very tight space between the wall and the street parking, allowing only nominal new landscaping to be planted along the wall. Also, consider a design change to the ECO mesh green wall, to be slightly curved(in footprint)to help break the monotony of the long, straight wall along the street. e.--- Sheets A2.1; A2.2-Aarchitectural Elevations: --- Signage: we recognize the need for the store to be well exposed to the freeway, including its signage, but they appear to be too large and too pronounced. Especially above the front entry area. Consider placing the signs over the brick directly, or at least, to color the EIFS sign panel in a way to blend better with the brick around it. --- Roof line, sheet metal roof above the main entry tower: instead to be shallow in its depth just like all other perimeter sloped roofs, consider to extend far behind over the flat roof areas, to provide for a better integration with the overall building, and less of a "fake" appearance. Possibly to extend it upwards to a full "pyramid" form, thus visually better connecting with the roofs of the proposed next door "Villages" retail. --- Materials and colors: (based on the drawings review only) seem to be acceptable, but more use of the brick vs. cmu blocks, would further enhance and provide greater variety on the large elevation walls. The above comments were based on our review of the set of preliminary plans (with a focus on architectural and landscape plans) as provided to us on 9/10/14. We hope this report would be of some help, along with all City's reviews and hearings, towards a successful completion and integration of this development into the VOP and City of Chanhassen urban core. Please let us know if we can be of any further assistance. Thank you, Mika Milo, r. architect For VOP Architectural Review Committee. 0 J This email is free from viruses and malware because avast! Antivirus protection is active. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being fast duly sworn, on oath deposes that she is and was on September 25, 2014, 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 Specialty Grocery Store — Planning Case 2014-29 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. Subscribed and sworn to before me this ± day ot!Le4Aen,1aer , 2014. , tin �_ � � z.A�e�✓� Notary P blic K en J. E e ardt, D uty Clerk yIC,Ydf KIM T. MEUWISSEN Notary Public -Minnesota iy; My c nnj,6w Expires Jen 31. 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 7, 2014 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. Request for preliminary plat of 2.71 acres into two lots and one outlot; and Site Plan Review with variances for a 14,000 square - Proposal: foot one-story specialty grocery store on property zoned Planned Unit Development PUD Applicant: Venture Pass Partners, LLC Owner: Northcott Company Property Outlot B, Villages on the Ponds 41h Addition 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 W 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/2014-29. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous(Mci.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. City Review Procedure: • Subdivisions, Planned unit Developments. Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Remnings, 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. • 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 be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerclal/Industdal. • 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 spokesperson/representative 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 pemon(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 Council. 0 you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 7, 2014 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. Request for preliminary plat of 2.71 acres into two lots and one outlot; and Site Plan Review with variances for a 14,000 square - Proposal: foot one-story specialty grocery store on property zoned Planned Unit Development PUD Applicant: Venture Pass Partners, LLC Owner: Northcott Company Property Outlot B, Villages on the Ponds 4th Addition 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/2014-29. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous(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. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland 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. • 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 be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings 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 spokesperson/representative 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 hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the city Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. CLOUTIER PROPERTIES CORP CLOUTIER PROPERTIES CORP CLOUTIER PROPERTIES CORP 16505 75TH AVE N 16505 75TH AVE N 16505 75TH AVE N OSSEO, MN 55311-2783 OSSEO, MN 55311-2783 OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP 16505 75TH AVE N OSSEO, MN 55311-2783 CLOUTIER PROPERTIES CORP CLOUTIER PROPERTIES CORP CLOUTIER PROPERTIES CORP 16505 75TH AVE N 16505 75TH AVE N 16505 75TH AVE N OSSEO, MN 55311-2783 OSSEO, MN 55311-2783 OSSEO, MN 55311-2783 rm- �z a 133N1S NItlW r-r-.-r-r-r-r- v iouno r e ei"� 17-1' k Mn tz � I FRONT VIEW R �? 3M SCOTCNCAL VT-0538 RED VINYL 3M SCOTCHCAL VT-1OOH8 BLUE / ACCESS TO FACES THROUSHREMOVABLE PLACEMENT OF SINGLELINECOPY TRANSLUCENT WHITE RENNER? TO BE VERIFIED BYAMERIONN PRIOR TO EMBOSSED PAN FACE FABRICATION WITH VWY L OVERLAY TEXT $ STAR TO BE TRANSLUCENT WHITE RECESSED CABINET FIELD VERIFY DEPTH CABINET PANTED 1'EMBOSSED WHITE BORDER MOEWS MATTE BLACK GOES AROUND BLUE FIELD E7LE ME EN eeoE WP*-%N7-130n ie GN4WIN AME00% exFse�f yG gnat AJG SCAIE 318" =1' 0" eons )OOUOOOIX NOTES u A vrm�e.a..eu.+ wm,.r. w emw pq,maw �f�lmsun F` 11/29/99 BOKOO cab. 12'-6" , RED e I;ok( b Bik, S TM 3- S/F ILLUMINATED WALL MOUNT SIGN DISPLAYS PC Pan formed face with embossed copy and logo band Frame to match building finish color JOB SITE LOCATION: BokooBikes 550 Lake Drive Chanhassen, MN 11' 11 1N'T ELECTRIC STUB— RED Thru bolt using 1/2" carnage bolts with washers and lock nuts / 1/2" sleeve thru Drivit material Metal studs " " -- Aluminum cabinet finished to match building Bkg. " I Pan formed PC face with Drywall Kid J I I raised copy and logo band HO Fluorescent lighting system with cold weather rapid start ballast —WALL PAN BOSSED ' 30 & COPY, PAINTED CABINET 2� ��O�f. ��I1• SIGN AREA 48 Sq.Ft. Sign Weight 220 LBS I Equipment to carry required U.L. Approval Thn b an original unpu0l'"neE design, «ealeE Ey Twin C:nes Sgn Images, Inc. Drivit material It 2 suhmMeE I« your penwnal uee in connaCt n wnh Iha pmje 1 bein9 planned for you hY Twin CiUee Sgn es, Inc n i rot to M mown to anyone outside of yo« ET..lion, nor" rt to be use0. mv�uma. copie0 « ia.za In any Concrete block fash.w ut tna wnnen pe miuo of Twm Coles Sqn lmagea, NI or any Pan of Ns eesgn (esmpf regutaraE traCemanu) remain the prgwty of Twin Cases Sron Images. In rporaiea. DESIGNERS • BUILDERS* INSTALLERS of interior & extenor sign systems - 17201 113th Avenue No. • Suite 104 a _OSSEO, MN 55369 • (612) 428-1599 Fax 428-1597 N (il PENETRATION POINT it 1 MOUNTING AND ELECTRICAL LOCATION DETAIL 2.3 SCA E 1�° = IV; 3 ADDED MODXONGANO ELEOPoGL LOGTIOX ODMLS Nordquist NweeXlu Sir can Iv.. 312 WW W.6M ..PPP, la. MN H*SB PH 613-033.]291 FX 612.824.6211 wwmommi IWalpl.wm MGa:IP.rWMlnpeluYM rnYwlatl XAa.o.YXtlYW weM61a1N .IaMul :na nlXan smaan: a x.eww sw �no.+a, m.. mX ..m�.�lm.eAnw r.aw wa a P., i. Xww e.: tl I®wew eapwr onlaen. MOTE: 21252 PREY. OWG: MDEAPPI1CMIlE SALES: SH DESIGN: CH DATE: 10.04.04 REY 1: 10.18.04 HP REV 2: 10.22.D4 CH REV 3: 11.02.04 CH NEW 4: NEV 5: COMMUNITY BANK CHANHASSEN CHANHASSEN,MN SIGN TYPE: ILLUMINATED LETTERS APPROVAL: REF: COMM. SANKCHAN... DWG: 04453 PAGE: 2.3 1\UR 1 fl LLL YH I IUN 1/8 W = 1'-0° )UCT ALTERNATE # 2 4 a4.1 -, 051tiir - Cr-- --i I hereby certify that this drawing was prepared by Drawing No. 'IM SCHOOL me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. 'IM SCHOOL - CHANHASSEN, MN By Title kch1fillid al 1 ELEVATIONS Registration Number Fm- A EQUAL " "' JULY 1s,1"a NORTH ELEVATION CHANHASSEN, MN EQUAL L� 0 .a 52" ILL, LTR. / TYPICAL — NnN rnnru�cnic "I Chanhassen City Council — February 9, 2015 9. Approval of Temporary On -Sale Liquor License; Love, Inc. Banquet; October 30; St. Hubert Catholic Community, 8201 Main Street. 10. Approve Extension of Site Plan for Chanhassen Specialty Grocery Until May 31, 2015, Villages on the Pond, Outlot B, Venture Pass Partners, LLC. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. None. 2015 STREET REHABILITATION PROJECT (KERBER BOULEVARD): PUBLIC HEARING; CONSIDER APPROVAL OF RESOLUTION ORDERING PLANS AND SPECIFICATIONS. Paul Oehme: Thank you Mayor, City Council members. Tonight we'd like to have the council consider allowing staff to finish up plans and specs on the Kerber Boulevard improvement. So through the agenda tonight we'd like to talk about the background, the need for the project. The scope of the project. What's proposed. The cost and financing of the project and the schedule and then we'd like to open up the project for a public hearing as well. So what is being proposed under this project is the rehabilitation of approximately 1.4 miles of streets and that's on Kerber Boulevard again from Powers Boulevard all the way down to 78`6 Street. So the road is 40 feet wide. It's 35 years old. The southern half of Kerber Boulevard was originally constructed back in the 1940's when this was just a smaller, little town. Been obviously reconstructed since then. It has been overlaid in '96 and was also sealcoated. The reason for the project is, it is nearly 20 years old. There are some conditions of the pavement that staff feels should be fixed at this time. The street cannot be maintained cost effectively with say sealcoats and just regular maintenance package so we're looking at a little bit higher level of maintenance at this time. The City does rate our streets in terms of the quality, of the ride ability and the, how structurally sound it is so rating our streets basically from 100 for a new street down to 0 for a deteriorated street and here's just some examples of some, examples of severities of pavement distresses that we find and we rate. So with that system that we use for rating our pavements we do rate our streets, every street once every 3 years. This Kerber Boulevard was re -surveyed back in 2013 was the last time so based upon that survey the ranges are shown here. Anywhere from 23 as a low point up to 57 so this is in our range of where we typically would consider a mill and an overlay. Not a full reconstruction. Not ripping out or removing the whole pavement section but basically just the wear surface where we see a lot of pothole issues and cracks and ride ability issues. That's the thing that we'd like to address under this project. What is being proposed is a 4 inch mill and overlay for the entire street section so we'd come in there. Hire a contractor to mill out 4 inches. Fix any distresses that are out there. Patch those areas and there's some curb and gutter that also would have to be repaired in conjunction with that and then resurface the road. Also being proposed is, are the looking at the trails along Kerber Boulevard. They are basically the same vintage or they were put in at about the same time as the roadway. We also do rate our trails and they are within the range where we feel they should be removed and replaced at this time. We are looking at going out with bids for this, for the trail section with alternate bids so we have the ability to add that into the contract or delete it from the contract if the council desires. So storm sewer that's being proposed, improvements. Many of the manholes out here, covers, rings are SCANNED CHANHASSEN CITY COUNCIL REGULAR MEETING FEBRUARY 9, 2015 Mayor Laufenburger called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Laufenburger, Councilwoman Tjomhom, Councilman McDonald, Councilwoman Ryan, and Councilman Campion STAFF PRESENT: Todd Gerhardt, Chelsea Peterson, Paul Oehme, Bob Generous, Todd Hoffman, Roger Knutson, and Sgt. Peter Anderley PUBLIC PRESENT: Dan Nesler 4700 West 77'h St, Minneapolis Brian LeMon 4700 West 77' St, Minneapolis Karen Engberg 910 Saddlebrook Curve PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilwoman Tjornhom moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: Approve City Council Minutes dated January 26, 2015 2. Receive Planning Commission Minutes dated January 20, 2015 3. Approval of Two -Year Lifeguard Contract for lake Ann Beach, Minnetonka Public Schools. 4. Resolution #2015-05: 2015 Street Rehabilitation project (Carver Beach Area): Approve Plans & Specifications; Order Ad for Bids. Resolution #2015-06: Well No. 15: Accept Bids, Award Contract. 6. Resolution #2015-07: Approval of 2015 Vehicle and Equipment Purchases. Resolution #2015-08: Approve Resolution Requesting Advance of State Aid Funding for Municipal State Aid Routes 194-101-030 and 194-101-040, City Project 15-02, Kerber Boulevard from Powers Boulevard to West 78m Street. 8. Approval of 2015 Key Financial Strategies. February 11, 2015 CITY�F Mr. David Carland 111 Venture Pass Partners, LLC Ws19620 Waterford Court BEN Shorewood, MN 55331 7700 Market Boulevard PO Box 147 Re: Specialty Grocery, Planning Case #2014-19 Chanhassen, MN 55317 Dear Mr. Carland: Administration Phone: 952.227.1100 This letter is to confirm that on February 9, 2015, the Chanhassen City Council approved the Fax: 952.227.1110 extension of the time to record the site plan agreement for Chanhassen Specialty Grocery and the final plat for Villages on the Ponds IOut Addition to May 31, 2015. Building Inspections Phone: 952.227.1180 The site plan agreement must be executed by Pond Promenade Ventures, LLC. Please let me Fax: 952.227.1190 know if you need another copy of the site plan agreement. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at Engineering the end of the agreement. Return the agreement to me for City execution and recording at Carver Phone: 952.227,1160 County by May 31, 2015 and prior to the issuance of a building permit. The required security Fax: 952.227.1170 specified in the site plan agreement ($40,000.00) shall be submitted in conjunction with the site plan agreement. Once this is recorded and erosion control installed and inspected, you may begin Roane site work. A separate building permit application and review is required. A copy of the executed Phone: 952.227.1140 agreement will be returned for your files. Fax: 952.227.1110 Two signed mylar copies of the final plat shall be submitted to our office for signatures. One Park :Recreation Phone: 1 "=200' scale mylar reduction of the final plat, three 1"=200' scale paper reductions of the final 52.227.1110 Fax 952227.1110 plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in Recreation Center Aif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. 2310 Coulter Boulevard Pond Promenade Ventures, LLC must execute Addendum "E" to the Villages on the Ponds Phone: 952.227.1400 Development Contract. Note that if there is a different property owner and/or mortgage holder on Fax: 952.227.1404 the property, they will need to sign the consent(s) at the end of the Addendum. The fees in the amount of $80,521.40 must be paid prior to recording the final plat. The City will submit all the Planning & necessary documents to Carver County for recording. Processing of the final plat documents Natural Resources prior to recording usually takes approximately two weeks upon receipt by the city. Phone:952.227.1130 Fax: 952.227.1110 Ali current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Public Works 7901 Park Place Should you have any questions, please contact me at (952) 227-1131 or by email at Phone:952.227.1300 brrenerousAci.chanhassen.mn.us. Fax:952.227.1310- Senior Center Sincerelvvv'''' PFax:952.222Z110 ! / t Fax: 952.227.1110 Webshe Robert Generous, AICP www.ci.chanhassen.mn.us Senior Planner ec: Kate Aanenson, Community Development Director 9-Aplan12014 planning casest2014-29 chanhassen specialty grocery`appmval kner extension for recording.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone:952.2271100 Fax:952.2271110 Building Inspections Phone:952.227.1180 Fax:952,227.1190 Engineering Phone:952.227.1160 Fax:952,227.1170 Finance Phone:952.227.1140 Fax:952.227.1110 Park & Recreation Phone:952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227.1404 Planning 8 Natural Resources Phone:952.227.1130 Fax: 952,227.1110 Public Works 7901 Park Place Phone:952.2271300 Fax:952.227.1310 Senior Center Phone:952.227,1125 Fax:952.227.1110 Web Site www.ci.chanhassen.mn.us D 10 MEMORANDUM TO: FROM: DATE: SUBJ: Todd Gerhardt, City Manager Bob Generous, Senior Planner February 9, 2015 Bk' Chanhassen Specialty Grocery Planning Case #2014-29 PROPOSED MOTION "The Chanhassen City Council approves an extension of the time to record the site plan agreement for Chanhassen Specialty Grocery and the final plat for Villages on the Ponds 101 Addition to May 31, 2015." City Council approval requires a majority vote. EXECUTIVE SUMMARY Venture Pass Partners, LLC has requested an extension of the time for recording the site plan approval until May 31, 2015. Section 20-30 of the Chanhassen City Code requires recording of site plan approvals within 120 days of approval. City Council approved the site plan for Chanhassen Specialty Grocery on October 27, 2014, which means the approval must be recorded by February 25, 2015. The applicant has been unable to finalize the transaction for the property and therefore is unable to record the final plat and site plan approval documents. They have stated that should be able to complete the process by May 31, 2015. RECOMMENDATION Staff recommends approval of the extension of the time frame for recording of the project documents to May 31, 2015. ATTACHMENTS 1. Email from David Carland, Venture Pass Partners, LLC. 2. Site Plan Agreement #2014-29. g:Iplant2014 planning cases\2014-29 chanhassn specialty grocery\extension of recording memo.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Generous, Bob From: Aanenson, Kate Sent: Monday, February 02, 2015 4:23 PM To: Generous, Bob Subject: FW: VOP Outlot B From: Dave Carland[mailto:DCarland@VENTUREPASS. NETI Sent: Monday, February 02, 2015 3:34 PM To: Aanenson, Kate Cc: Randy Rauwerdink; Jim Ottenstein Subject: VOP Outlot B Hi Kate, this e-mail is our formal request that the Chanhassen City Council extend our approvals for VOP Outlot B until May 31, 2015. David Carland Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 (o) 952.473.1210 (c) 612.963.9107 dcarlandCcDventureuass net /VENTURE PASS PARTNERS Ctl1 I lV903 06116 Mi!1: /_yy cl►1 SITE PLAN AGREEMENT #2014-29 CHANHASSEN SPECIALTY GROCERY SPECIAL PROVISIONS AGREEMENT dated October 27, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Pond Promenade Ventures, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a Chanhassen Specialty Grocery with a Variance to the sign letter size on the north and west building elevations, a 14,000 square -foot, one-story commercial building (referred to in this Agreement as the "project'). The land is legally described as Lot 1, Block 1, Villages on the Ponds I It' Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnishes 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 Tushie Montgomery Architects, dated 09/05/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Sambatek, dated 09/05/14. Plan C: Landscape Plan prepared by Tushie Montgomery Architects, dated 09/05/14. Plan D: Utility Plans prepared by Sambatek, dated 09/05/14. Plan E: Erosion Control Plan — Phase I, prepared by Sambatek, dated 09/05/14. Plan F: Erosion Control Plan — Phase II, prepared by Sambatek, dated 09/05/14. Plan G: Site Lighting Plan prepared by Tushie Montgomery Architects, dated 09/05/14. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. 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 $40,000.00 (storm sewer, erosion control and landscaping). 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: Mr. Randy Rauwerdink Pond Promenade Ventures, LLC 19620 Waterford Court Shorewood, MN 55331 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 a 14,000 square -foot, one-story specialty grocery store with a variance from the Planned Unit Development sign letter height to permit letters in excess of 30 inches on the north and west building elevations subject to the following conditions: Building: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. d. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineerinn : a. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: a. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: a. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. b. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. c. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. d. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. e. Additional landscaping shall be provided to the south of the building. Water Resources: a. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. b. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. c. The applicant must provide water quality modeling, acceptable under Section 19- 144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. d. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. e. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. f. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. g. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN IWO AND: STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me thisday of , 2014, by Thomas A. Furlong, 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 POND PROMENADE VENTURES, LLC BY: Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2014 by ,the of Pond Promenade Ventures, LLC. 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. 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 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 plat 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 fire 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. ;.2 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 Agreement, 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 Agreement 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. 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. Recording. This Agreement shall run with the land and may be recorded against the title to the property. I. 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 7 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- 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 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal 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 requited, 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. 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: I . 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 furnish 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. 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 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. 8 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this_ day of 2014 ag STATE OF MINNESOTA ) (sS COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 2014, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 the NOTARY PUBLIC of 0 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, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2014. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2014,by ,the DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 gAplan\2014 planning cases\2014-29 chanhassen specialty gRxay\site plan agreemenLdoc day of NOTARY PUBLIC of 10 14 -3io CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 8, 2014 RESOLUTION NO: 2014-84 MOTION BY: Ernst SECONDED BY: Laufenbureer A RESOLUTION APPROVING A METES AND BOUNDS SUBDIVISION OF LOT 30 AND PART OF LOT 31, MINNEWASHTA PARK WHEREAS, Kenneth and Betty Lang have requested a metes and bounds subdivision of their property into two single-family lots of 41,301square feet and 70,706 square feet; and WHEREAS, the property is guided for Residential — Low Density use; and WHEREAS, the property is zoned Single -Family Residential District, RSF; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed subdivision adequately provides for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; and WHEREAS, the proposed subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the metes and bounds subdivision separating Lot 30 and part of Lot 31, Minnewashta Park into two separate lots subject to the following conditions: Buildine 1. All properties must be provided with separate sewer and water connections. Engineering 1. The standard 10-foot at front and 5-foot drainage and utility easements shall be granted around the perimeter of the parcels. 2. The owner of Parcel A must grant an easement for the water and sanitary service for Parcel B to run across Parcel A. 3. The city must grant an encroachment agreement for the water and sanitary service for Parcel B to run through the city's drainage and utility easement on Parcel B. SCANNED 4. The developer must submit a soils report to the city indicating the soil conditions, permeability and slope. If water is encountered, the lowest floor elevation of the proposed building must be three feet above the highest known groundwater elevation. 5. The existing topographic plan must show the first floor elevation of the nearby building at 6360 Forest Circle. 6. The grading plan must show drainage arrows for proposed and existing water flow. 7. Grading at the northwest corner of the proposed building shall be revised so that it is not directing water towards the structure. The grading plan shall be revised to show the elevation at the comers of the proposed building pad. 8. The grading north and west of the proposed building shall be revised so that no slope is steeper than 3:1. 9. Ten percent (10%) is the maximum driveway grade allowed in the City Code. No part of the driveway may exceed 10%. 10. Partial water and sewer hookup fees will be due at the time of recording of the lot division (deed); the remaining hook-up fees will be due with the building permit. The fees will be assessed at the rate in effect at that time. Environmental Resources Specialist 1. Tree protection fencing will be required at the edge of grading limits. It shall be installed prior to grading. Fire Marshal 1. Additional address numbers may be required at the driveway entrance if not visible on the house from the road. Park and Recreation I. The development shall pay full park fees ($5,800.00) in force for the one new lot at the time of subdivision approval. Planning 1. Deeds for the two parcels shall be submitted to the city for review and approval and then recorded at Carver County. Water Resources Coordinator 1. A grading, drainage and erosion control plan shall be provided for review and approval consistent with Chanhassen City Code with the building permit application. 2. The applicant shall pay $11,761.20 in storm water utility connection charges prior to recording the property deed(s). 3. Prior to building permit approval, the applicant shall work with staff to determine the wetland extent on the property and design accordingly. Passed and adopted by the Chanhassen City Council this 8'a day December of 2014. ATTEST• odd Gerhardt, tty Manager Tom Furlong, Mayor YES NO Furlong None Ernst Laufenburger McDonald Tjornhom ABSENT None Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN CARVER & IN Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized COUNTSTIES agent of the publisher of the news known as the Chaska Herald and the Chanhassen Vil- NOTICE R PUBLIC g P PaP� B�EARy4g lager and has full knowledge of the facts herein stated as follows: PLANNING CASE NO. 2014.36 NOTICE IS HEREBY GIVEN (A) These newspapers have complied with the requirements constituting qualification as a legal thatthe Chanhassen City Council newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as will hold a public hearing on amended Monday, December 8, 2014, at 7:00 the Council Chambers in Chanhassen (B) The printed public notice that is attached to this Affidavit and identified as No. Vdjj in Cnhassen City Hall, 7700 P newspaper Market Blvd. The purpose of was published on the date or dates and in the new a stated in the attached Notice and said S this hearing is to consider a Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of request for a metes and bounds the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both subdivision of a 2.57-acre parcel inclusive, and is hereby acknowledged as being the kind and size of type used in the composition into two (2) lots on property and publication of the Notice: zoned Single Family Residential (RSF) and located at 2631 Forest abcdefghukhnnopgrstuvppryz Avenue (Lot 30 & part of Lot 31, v' Minnewashta Park). Applicant/ / Owner: Kenneth and Betty Lang. A plan showing the location y; Wr"' of the proposal is available for public review on the City's Laurie A. Hartmann web site at wwwci.chanhassen. mn.us/2014-36 or at City Hall during regular business hours. Subscribed and swom before me on A0 interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior this C G day of y 2014 Planner Email: bgenerous@ ci.chanhassen.mn.us Phone: 952-227-1131 JYMME JEANNETfE WK (Published in the Chanhassen NO*Am FmC-m'NNE50'.A Villager on Thursday, November WY C011MISSION EXPIRES 01;31r".8 27 2014: No. 4051) r ublic 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 .............................................. $12.59 per column inch SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 11/04/2014 10:33 AM Receipt No. 00266850 CLERK: AshleyM PAYEE: Kenneth or Betty Lou Lang 2631 Forest Circle Excelsior MN 55331- ----------------------------------------- Subdivision 400.00 Sign Rent 200.00 Recording Fees 200.00 GIS List 81.00 Overpayment -Refund 100.00 Total Cash Check 4312 Change 981.00 0.00 981.00 0.00 SCANNED' CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: October 7, 2014 CC DATE: October 27, 2014 REVIEW DEADLINE: November 4, 2014 CASE #: 2014-29 BY: AF, RG, TH, TJ, ML, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the preliminary plat for Villages on the Ponds 11' Addition and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the conditions of the staff report, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting preliminary plat approval to create two lots and one Outlot and Site Plan Review for a 14,000 square -foot, one-story specialty grocery store with a variance from the Planned Unit Development sign letter height to permit letters in excess of 30 inches. LOCATION: Northwest Comer of Lake Drive and Main Street Outlot B, Villages on the Ponds 4m Addition (PID 25-8460030) APPLICANT: Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 (612) 801-4313 mauwerdink@venturepass.net Owner: Northcott Company 250 Lake Drive East Chanhassen, MN 55317 (952)294-5215 bschwen@northcotthospitality.com PRESENT ZONING: Planned Unit Development (PUD) (Villages on the Ponds) 2020 LAND USE PLAN: Mixed Use ACREAGE: 2.71 acres DENSITY: F.A.R. 0.29 SCANNED Planning Commission Villages on the Ponds I I a, Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 2of19 LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The development is located within Villages on the Ponds, a mixed -use development. The site was rough graded as part of the overall development. The property is located within Sector I of the Villages on the Ponds development. The applicant is requesting subdivision approval to create two lots and one outlot and site plan approval. The proposed development consists of a one-story, 14,000 square -foot retail building. A second building site is being platted along Lake Drive, which will be developed in the future. The primary parking for the project is located in the interior of the lot. Some on -street parking is also available along Lake Drive, Main Street and Pond Promenade, which are all private streets. Within Villages on the Ponds there are existing cross -access and cross -parking agreements that permit a portion of the parking to be located off site. Parking requirements in excess of those specifically provided on site are through shared parking. The primary building material consists of dark brown and tan rock face block, single score burnished block light brown accent bands with brown and reddish brown brick in columns and at the entrance. Black awnings are proposed over individual windows. A white E.I.F.S. cornice is incorporated at the top of the walls. The roof is a lighter brown standing seam metal. The proposed development is consistent with the comprehensive plan and the project's development design standards. Staff is recommending approval of the project subject to the conditions of this report. Planning Commission Villages on the Ponds I Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 3 of 19 APPLICABLE REGULATIONS Chapter 18, Subdivision Chapter 20, Article II, Division 6, Site Plan Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Development Villages on the Ponds Development Design Standards BACKGROUND On December 9, 2002 the Chanhassen City Council approved Site Plan #2002-9, plans prepared by Truman Howell Architects and Associates, Inc., dated October 18, 2002, for a 70,873 square - foot, three-story building consisting of street level commercial and upper level hotel rooms (not constructed); and A variance for the use of more than 15 percent EIFS on the building based upon the finding that it is consistent with other buildings approved in the area (void since not used); and A variance for signage in excess of 20 feet in height on the building based on the fact that it is consistent with the approval given to the Community Bank of Chanhassen building (void since not used). On June 28, 1999, the City Council approved PUD 95-2 granting Final Plat approval for Villages on the Ponds Fourth Addition, creating one lot and two outlots. The lot is for the Peddler Cyclery, a.k.a., Bokoo Bikes. On September 23,1996, the City Council approved PUD 95-2, Villages on the Ponds, including a Comprehensive Land Use Plan amendment from Office/Industrial, Institutional, Residential Medium Density, Residential Low Density to Mixed Use -Commercial, High Density Residential, Institutional and Office; Preliminary planned unit development for up to 291,000 square feet of commercial/office buildings,100,000 square feet of institutional buildings, and 322 dwelling units; Rezoning from IOP and RSF to PUD, Planned Unit Development (final reading); and final plat dated "Received September 19, 1996" for two lots and ten outlots and public right-of-way. SUBDIVISION The developer is proposing subdividing the property into two lots and one outlot. The initial phase will only plat one lot for the specialty grocery building. Outlot A is for Pond Promenade. Outlot B will be final platted in the future as a lot for another commercial building. Planning Commission Villages on the Ponds I lb Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 4 of 19 _ __ iLLiiuea ON THE 'rOHii_ .,,�,�. �• .enx _ WTI SPED ADDIT1O0 n L .c ON THE PONDS MTH /�" _-_ --_-4r THE f+iB• .n. � I �o ,TH PRELIMINARY PLAT Fees The fees collected with the final plat are: Surface Water Management fee Park Dedication fee GIS fee: $25 (plat) + ($10/parcel x 3 parcels) = $55 City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. The Surface Water Utility Charges are calculated based upon land use type and land area. Credits may be applied based upon storm water practices being implemented. The following table illustrates the Storm Water Utility Charges associated with the development of this parcel. Area Rate Total Water Quality 2.71 ac $22,060/ac $59,848.78 Water Quantity 2.71 ac $8,560/ac $23,223.28 Treatment BMP Credit 1.80 ac $22,060 0.5 /ac ($19,854.00 $63,218.06 Planning Commission Villages on the Ponds I Idi Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 5 of 19 Outlot B will be developed with thirteen (13) parking stalls and a drive lane as well as storm water improvements necessary for the development of the parcel. Because of these improvements it will not be considered undeveloped and will be assessed a storm water connection charge and will be assessed the quarterly surface water management fee at the rate for commercial properties. If the applicant wishes to avoid these assessments Outlot B must be reconfigured such that it contains no improvements and remains an undeveloped lot. The assessments will then be deferred until such time as outlot B is developed. PARKS This property is located within the community park service area for Lake Susan Community Park and the neighborhood park service area for Rice Marsh Lake Neighborhood Park. Employees and visitors to the specialty grocery store will have convenient access to these publicly -maintained park and recreation facilities. Lake Susan Park is 33 acres in size and features large playgrounds, basketball court, picnic shelter, tennis courts, archery range, public water access, fishing pier and a ball field. Ample off-street parking is available at the park. Rice Marsh Lake Park is four acres in size and features a playground, ball field, basketball court, volleyball court and a small picnic shelter. Off-street parking is available. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has convenient access to the public trails along Great Plains Boulevard, the three- mile Rice Marsh Lake Trail Loop and the Lakeside trail route to Lake Susan Park. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outiot B, Villages on the Ponds 4's Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current commercial park fee rate of $12,500 per acre, the total park fees would be $33,875. UTILITIES Public sanitary sewer and water main are within streets surrounding the proposed development. The plat must be revised to include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. Planning Commission Villages on the Ponds 11b Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 6 of 19 The developer proposes to wet tap a 6-inch diameter water service to the existing water main and extend a sanitary sewer service from an existing sanitary sewer manhole northwest of the building on Lot 1. These service connections will be inspected by the Building Department in conjunction with the building/plumbing permit. COMPLIANCE TABLE Areas . ft.) Frontage(ft.) Depth(ft.) Notes PUD 15,000 100 100 CBD District Lot 1 48,595 130 354 1.12 acres Outlot A 39,943 NA NA Pond Promenade, 0.92 acre Outlot B 29,636 109 319 Future Development 0.68 acre 118,174 2.71 acres GENERAL SITE PLAN/ARCHITECTURE The applicant is proposing a one-story, 14,000 square -foot retail building. i a � ' t it ` LAKE DRIVE Planning Commission Villages on the Ponds 11' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 7 of 19 ARCHITECTURAL COMPLIANCE llworzn, eev�nox Planning Commission Villages on the Ponds 11 m Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 8 of 19 Size Portion Placement The building entrance is oriented to the west parking area and consists of a five-foot projected tower structure of reddish -brown utility brick. Had his been a multi -tenant building, store frontages would have been required on the Main Street elevation. The building elevations are highly articulated with numerous openings, changes in materials, projections and recesses in the building facade and incorporation of various window treatments and styles. Material and Detail and Color The primary building material consists of dark brown and tan rock face block, single score burnished, light brown accent bands with brown and reddish brown brick in columns and at the entrance. Black awnings are proposed over individual windows. A white E.I.F.S. cornice is incorporated at the top of the walls. The roof is a lighter brown standing seam metal. Height and Roof Design The tallest point of the entrance roof is 32 feet 10 inches. The top of wall is 25 feet 4 inches which is topped with a dark brown aluminum cap flashing. The roof is a lighter brown standing seam metal. Mechanical equipment is screened through placement and parapet walls. Facade Transparency Transparent windows and doors are located on the north and west building elevations. All other areas shall include landscaping material and architectural detailing and articulation. For portions of buildings with a use or function that does not readily allow windows, e.g., cooler or freezer areas, mechanical rooms, security areas, storage areas or warehouse or manufacturing space in commercial or industrial buildings, the fenestration standards may be reduced. However, the architecture detailing must be provided by the use of upper level windows, the use of spandrel glass or architectural detailing which provides arches, patterning, recesses and shadowing that provide aesthetic interest. Landscaping shall be provided to the south of the building to provide some relief to the blank expanse of wall and screen the loading dock area. Site Furnishing The applicant is providing bicycle racks in the northwest comer of the building and an eco mesh green wall on the east side of the building. The developer shall consider a design change to the ECO mesh green wall to be slightly curved to help break the monotony of the long, straight wall along the street. As part of the hardscape design for Villages on the Ponds, Main Street was to have two benches east of the building. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others provided throughout Villages on the Ponds. Planning Commission Villages on the Ponds l Ph Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 9 of 19 Lighting The plan calls for the removal of the street lights on the East side. However, those lights have to be preserved and operational when site construction is completed. The pedestrian component of Villages on the Ponds incorporates the acorn -style lighting along Main Street and Lake Drive. Parking area lighting is provided by 27.5-foot tall, shoe -box style light fixtures. All fixtures must be shielded, high-pressure sodium or light -emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees. Three styles of wall -mounted lighting fixtures are proposed around the building. All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. Loading Areas, Refuse Area, etc. A trash and pallet enclosure is provided to the south of the building and consists of the same material as proposed for the building. The loading dock is located along the south wall behind the enclosure and shall be screened with additional landscape plantings. Lot Frontage and Parking location The site has frontage on three streets. Parking is primarily provided to the west of the building with 67 spaces on site and 65 in Pond Promenade. Ten more spaces are located along Main Street and ten on Lake Drive. Signage Wall signage is permitted on the north, east and west elevations of the building. One sign per tenant is permitted on each of these elevations. While City Code would permit the signage proposed by the developer, the PUD standards restrict the letters and logos to a maximum of 30 inches in height. A variance is being applied for to permit the 42-inch letters shown on the exterior elevations. A separate sign permit is required for each sign. ACCESS Pedestrian access is provided from Pond Promenade. With the future development of the lot along Lake Drive, pedestrian access will be provided from the south and west. The site lies within the Villages on the Pond Planned Unit Development located south of Trunk Highway 5 between County Road 101 and Great Plains Boulevard. The streets within the Villages development — Pond Promenade, Lake Drive and Main Street — are privately owned and maintained. The site is on the northwest corner of Lake Drive and Main Street and will be accessed from the north via Pond Promenade and from the west via the existing north -south (unnamed) street between Lake Drive and Pond Promenade. Planning Commission Villages on the Ponds 111 Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 10 of 19 The developer proposes improvements along the private streets north and west of the site, specifically installation of 90-degree parking stalls that will be paved and will have curb and gutter. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Delivery access for the site will be from the access at Pond Promenade. The developer's engineer submitted tnmk turning movements to illustrate how a tractor -trailer unit would access the delivery dock on the south side of the building. The developer's engineer is encouraged to evaluate the turning movements to determine if the wheels would conflict with the curb line, and make the necessary adjustments to the plan. The plans indicate a potential layout on Outiot B for future development. Cross -access and/or cross -parking agreements required for any future development would be addressed at the time of final plat for Outiot B. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. GRADING Site Characteristics The site is an existing unimproved lot within the Villages on the Pond plat. There is currently an area that acts to hold water on site. This area is a remnant from a previous attempt to excavate for improvements on the site that was never completed. This area does not meet the criteria to be classified as a jurisdictional wetland nor was intended for the purpose of storm water management. The plan proposes to fill this area. A dewatering plan will be required for draining this pond. This dewatering plan must assure that sediment -laden waters are not discharged from the site. It is highly recommended that this area be used as a temporary sediment basin during site development. The site has a gradual decrease in elevation from north to south and from east to west toward the pond area. There are no bluffs or steep slopes located on the property that must be protected during site development. The property is 1,200 feet from Lake Susan and 1,400 feet from Rice Marsh Lake at the closest points. This is outside of the 1,000-foot shoreland zone. Soils on the site consist of Lester -Kilkenny loams as identified in the United States Department of Agriculture Web Soil Survey. With the exception of an area approximately 40 feet in width adjacent to Lake Drive, the soils on the site fall into the B hydrologic soils group and would be conducive to infiltration. Approximately half the site does have a seasonally high water table that could be restrictive to infiltration. Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 11 of 19 Grading: Drainage The site was mass graded when the surrounding area was developed. The original plans for the site included underground parking within the area now shown as Outlot B. The underground parking was sub -cut with the original site grading and has since filled with surface water runoff. The developer proposes to fill the majority of this area, with the eastern portion of Outlot B being utilized for a sand filter basin to treat storm water runoff from the proposed development. A new storm sewer manhole will be installed to connect the discharge pipe from the sand filter basin to the existing storm sewer within Lake Drive. This connection will be inspected by the Building Department in conjunction with the building/plumbing permit. The proposed design maintains the same overall drainage pattern with some minor alterations for rate control and water quality treatment. The system will be private and will connect to a private system internal to Villages on the Ponds before entering the public system at Main Street and Great Plains Boulevard. The proposed drainage post development reduces runoff rates in the 2- year, 10-year and 100-year return interval storm event conditions. This meets City requirements. Grading: Erosion Prevention and Sediment Control Because this will result in greater than one acre of new impervious, it must meet the requirements set forth in the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). As part of the NPDES the applicant must develop or cause to be developed a Surface Water Pollution Prevention Plan (SWPPP) with all of the elements required under Part III of the permit. Section 18-40 of Chanhassen city code requires that the SWPPP be provided with the preliminary plat submittal. Section 19-145 states that this SWPPP must be a standalone document. The City will make available a checklist of the required elements that can be used by the applicant to develop a SWPPP compliant with the NPDES Construction Permit and Section 19-145 of city code. The SWPPP should be a single standalone document that assembles the required information in one place for ease of review, inspection, maintenance, modification and assurance of compliance. City staff must have reviewed and approved the SWPPP prior to the issuance of a grading permit or any other earth - disturbing activities are allowed. This shall include, but not be limited to, installation of perimeter BMPs, removal of vegetation, dewatering of the basin, removal of any structure or improved surface as well as grading, excavating or placement of fill materials. Planning Commission Villages on the Ponds I lth Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 12 of 19 During construction, every reasonable effort must be made to protect the filtration area from construction impacts. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. It is highly recommended that the pond be used as a temporary sediment basin during site development. Stormwater Management This site will exceed the one (1) acre threshold triggering the National Pollution Discharge Elimination System (NPDES) permit. The project will need to meet the requirements of the NPDES permits including the Municipal Separate Storm Sewer System (MS4) permit and the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). In addition to erosion prevention and sediment control practices, this includes permanent stormwater management as discussed in Part III.D of the NPDES Construction Permit and post -construction stormwater management as discussed in Part III.D.5 of the MS4 permit. The NPDES permit program requires that the first inch of runoff from impervious surfaces is retained on site. If infiltration is prohibited (see Construction Permit Part III.D.1 j), other methods of volume reduction should be evaluated. Volume reduction must occur to the "maximum extent practicable". In either case, the equivalent water quality volume must be treated. The applicant is proposing a filtration basin in the southeast corner of the property. The NPDES Construction Pennit requires that "where a project's ultimate development replaces vegetation... with one (1) or more acres of cumulative impervious surface, the Permitee(s) must design the project so the water quality volume of one (1) inch of runoff from the new impervious surfaces ... is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water."' When the site constraints are such that infiltration is prohibited as listed in Part III.D.1 j of the NPDES Construction Permit, "the Permitee shall consider other methods of volume reduction and the water quality volume... must be treated prior to the discharge of stormwater to surface waters." The applicant is providing rate control and water quality improvements through the installation of an EcoStorm structure and a sand filtration system. The applicant is stating that volume reduction is not possible on site due to the presence of soils in the D hydrologic group. However, they have provided no evidence to support this assertion. The USDA has mapped much of the soil in the area as belonging in the B hydrologic group which would be well suited to infiltration. It might be possible to provide storage below the outlet for the sand filtration system to provide a partial infiltration system. It may also be possible to utilize this feature to capture storm water for reuse on landscape features. Minimal Impact Design Standards working group and others have developed a number of practices beyond infiltration that may be used for volume reduction. The applicant shall ' Part III of General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal Program Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 13 of 19 provide an evaluation of other methods of volume reduction to justify any permanent storm water management practice employed. Even if there are limitations to volume reduction, the applicant must still attempt to reduce volume to the maximum extent practicable and then treat an equivalent water quality volume. The applicant is stating the water quality requirements are met through the installation of these best management practices. The applicant must provide modeling showing the proposed practices will meet section 19-144 (a)(3) of Chanhassen City code. (3) Newly -constructed or modified detention basins shall provide storage volume below the outlet (dead storage) to allow for water quality treatment in accordance with the following, whichever is most restrictive: a. Water quality features meeting the MPCA NPDES construction permit for permanent stormwater management systems; b. Water quality treatment consistent with NURP criteria (90 percent removal of TSS and 60 percent removal of TP for a standard NURP particle size distribution); and/or... The applicant must provide water quality modeling showing that the water quality treatment conditions are met for the required water quality volume. Acceptable modeling software are listed in Section 19-144(a)(1)c. of Chanhassen City Code. Long-term maintenance of the facilities shall be privately owned and maintained. The City is required under their MS4 permit to "provide for the establishment of legal mechanisms between the permittee and owners or operators responsible for the long-term maintenance of structural stormwater BMPs not owned or operated by the pemvtee..." This system is considered private but assurances need to be put in place to assure that Chanhassen, as a pemuttee under the MS4 can; a) Conduct inspections, perform maintenance and assess costs when the pemrittee determines that the owner and/or operator of the structureal stormwater BMP has not conducted maintenance. b) Include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ... when those responsibilities are legally transferred to another party. c) Include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part HI.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part III.D.5.a(2) continue to be met The applicant must record a drainage and utility easement over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part HI.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Planning Commission Villages on the Ponds 11`h Planning Case 2014-29 October 7, 2014 Page 14 of 19 Addition/Chanhassen Specialty Grocery Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. LANDSCAPING Minimum requirements for landscaping at the specialty grocery store include 1,944 square feet of landscaped area around the parking lot, three landscape islands or peninsulas, seven trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 1,944 s . ft. >1,944 s . ft. Trees/parkingTrees/parking lot 7 trees 7 trees Islands or peninsulas/parking lot 3 islands/peninsulas 4 islands/peninsulas Applicant meets minimum requirements for trees and interior landscaping in the parking lot area. To be consistent with landscaping expectations within Villages on the Ponds, staff recommends that additional trees be planted within the larger peninsulas located at the northern entrance/exit drive, at the northwest corner of the site in Pond Promenade and at the corner of Lake Drive and Pond Promenade. The landscape plan shows small, but multiple, inconsistencies. Staff recommends that a corrected landscape plan be supplied to the city prior to construction. MISCELLANEOUS The buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Planning Commission Villages on the Ponds l Id' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 15 of 19 COMPLIANCE TABLE PUD Building Height 3 stories 40 feet Building Setback N - 0' E - 0' W-0' S-0' Parking Stalls 70 stalls Chanhassen Specialty Grocery (14,000 sf) 1 story 29.5 feet N-5' E-5'3%" W-218' S-15' 152 stalls # (Retail 1/200 square feet—14,000/200 = 70 spaces (# 67 spaces on -site, 10 spaces on Main Street, 10 spaces on Lake Drive, 65 spaces on Pond Promenade. Parking Setback Hard Surface Coverage Lot Area N-0'E-0' W-0'S-0' 70% 15,000 square feet N-0'E-142' W-0'S-0' 84%# 48,595 sq. ft. (1.12 acres) # Hard surface coverage must average 70 percent over the entire development. Individual lots may exceed 70 percent site coverage. VARIANCE The applicant is requesting a variance from the sign standards in Villages on the Ponds which limits letter height to 30 inches so that they may use 42-inch letters. While City Code would permit the signage proposed by the developer, the PUD standards restrict the letters and logos to a maximum of 30 inches in height. The PUD standards were established in 1996 when the concept for the development was a compact, urban village with multi -storied buildings along both sides of the street. In such an environment, signage size could be reduced because views would be limited to the street immediately adjacent to the property. Reduced letter size is adequate in a pedestrian -type environment. The applicant is proposing signage that will be visible from Highway 5 and Market Boulevard. Staff is recommending approval of the variance to permit the 42-inch letters on the north and west building elevations only; however, larger signage is not necessary on the east elevation because it is a pedestrian -oriented, compact urban design. It should be noted that the sign will still comply with the City sign ordinance. Planning Commission Villages on the Ponds 1 I b Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 16 of 19 RECOMMENDATION Staff recommends that the Planning Commission approve the Villages on the Ponds 111s Addition and Chanhassen Specialty Grocery subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Subdivision En�neerin : 1. The plat must be revised to include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. 2. The fees collected with the final plat are: a. Surface Water Management fee b. Park Dedication fee c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels) = $55 City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. Parks: 1. Park fees shall be collected in full at the rate in force upon final plat submission and approval. Water Resources: The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(I )c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. Planning Commission Villages on the Ponds 11`h Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 17 of 19 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. Site Plan with Variance Buildin¢: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning Commission Villages on the Ponds I I' Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 18 of 19 Planning: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Water Resources: The applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the city, over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part HI.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. 2. Outlot B shall be included in the quarterly SWMP fees and in the Storm Water Connection charge and shall be charged at the commercial rate unless left fully undeveloped. If left fully undeveloped the connection charge shall be delayed until such a time as Outlot B is developed and the quarterly fee shall be that of an undeveloped lot. 3. Surface Water Management connection charges are estimated to be $63,218.06. This connection charge will be due at the time of final plat. Planning Commission Villages on the Ponds l Vh Addition/Chanhassen Specialty Grocery Planning Case 2014-29 October 7, 2014 Page 19 of 19 ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Project Narrative. 4. Request for Variance Narrative. 5. Reduced Copy Final Plat. 6. Reduced Copy Existing Conditions. 7. Reduced Copy Preliminary Plat. 8. Reduced Copy Civil Site Plan. 9. Reduced Copy Grading Plan. 10. Reduced Copy Erosion Control Plan — Phase I. 11. Reduced Copy Erosion Control Plan — Phase II. 12. Reduced Copy Utility Plan. 13. Reduced Copy Site Plan - Phase I. 14. Reduced Copy Landscape Plan. 15. Reduced Copy Site Lighting. 16. Reduced Copy Floor Plan. 17. Reduced Copy Roof Plan. 18. Reduced Copy Exterior Elevations with landscaping. 19. Reduced Copy Exterior Elevations. 20. Reduced Copy Exterior Perspectives. 21. Memo from Scott Sobiech and Candice Kantor to Robert Generous dated 9/24/14. 22. Email from Vernelle Clayton to Bob Generous dated 9/17/14. 23. Public Hearing Notice and Mailing List. g:\plan\2014 planning cases�2014-29 chanhassen specialty gnxery\staff report specialty gnxery.doc ENGINEER'S COST ESTIMATE OF IMPROVEMENTS Project: Chanhassen Specialty Grocery Date: 10/13/14 Project No.: VEN20145 Completed By: Mike Bultman Construction Phase: 1 Storm Sewer QUANTITY UNIT I UNIT PRICE TOTAL 1 12" HDPE Storm Sewer 47 LF $20.00 $940.00 2 6" Perforated HOPE Draintile 257 LF $10.00 $2,570.00 3 6" HDPE Cleanout 4 EA $500.00 $2,000.00 4 Mn/Dot Class 3 Rip Rap 24 CY $75.00 $1,800.00 5 Connect to Existing Storm Sewer 1 EA $700.00 $700.00 6 Cleaning & Maintenance 1 LS $5,000.00 $5,000.00 7 jSand Borrow For Filtration Basin 250 CY $25.00 $6,250.00 SUBTOTAL STORM SEWER $19,260.00 Landscaping QUANTITY UNIT UNIT PRICE TOTAL 1 Deciduous Tree 17 EA $250.00 $4,250.00 2 Coniferous Tree 6 EA $250.00 $1,500.00 3 Shrubs 72 EA $40.00 $2,880.00 4 Perennials 463 EA $10.00 $4,630.00 5 Seed & Mulch 0.6 AC $250.00 $150,00 6 Sod 2001 SY 1 $3.00 $600.00 SUBTOTAL LANDSCAPING 1 $14,010.00 Erosion Control QUANTITY UNIT UNIT PRICE TOTAL 1 Rock Construction Entrance 1 EA $1,500.00 $1,500.00 2 Inlet Protection -Type A 6 EA $150.00 $900.00 3 Install/Maintain/Remove Silt Fence 340 LF $2.00 $680.00 4 Tree Protection Fence 50 LF $2.00 $100.00 SUBTOTAL EROSION CONTROL $3,180.00 SUMMARY STORM SEWER $19,260.00 LANDSCAPING $14,010.00 EROSION CONTROL $3,180.00 TOTAL $36,450.00 ' ID_g70 l V Chanhassen City Council — October 27, 2014 1`F-03 Laurie Hokkanen: The base service starts at $87 an hour for mowing and then there's a separate cost for weed treatment or if they need, often they need to use specialized equipment because they can't go in there with their regular mowers. Councilwoman Tjornhom: Okay. Laurie Hokkanen: And they charge on an hourly basis I believe in 20 minute increments. Councilwoman Tjornhom: Okay. And so do we know how many properties they do? Laurie Hokkanen: It's not very many. This summer I think there were 5 that we did more than once and maybe 4 or 5 times each. And maybe another 3 or 4 that we did once and then the property owner called or the property turned over and it got taken care of. It fluctuates from year to year but it's never been a large problem for us. Councilwoman Tjornhom: Okay, thank you. Roger Knutson: Mayor just a quick comment on. Mayor Furlong: Mr. Knutson. Roger Knutson: On the stormwater. That's specifically authorized, that charge is specifically authorized by statute and we follow the statute to the letter. It's Minnesota Statute 444.075. Mayor Furlong: Okay, thank you. Any other discussion? If not, without objection we can probably deal with both of these items in a single motion. If somebody would like to make the motion. Mr. McDonald. Councilman McDonald: Yes I'll make a motion that we take both of them items and approve them. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Resolution #2014-67: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the Resolution Certifying Delinquent Utility Accounts to the County Auditor. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2014-68: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the Resolution Certifying Delinquent Code Enforcement Accounts to the County Auditor. All voted in favor and the motion carried unanimously with a vote of 5 to 0. CHANHASSEN SPECIALTY GROCERY: CONSIDER APPROVAL OF PRELIMINARY AND FINAL PLAT FOR VH.LAGES ON THE PONDS 11Ta ADDTI'ION: AND SITE PLAN REVIEW FOR A 14,000 SQUARE FOOT ONE-STORY BUILDING WITH A VARIANCE TO THE SIGN LETTER SIZE: AND DEVELOPMENT CONTRACT. APPLICANT/OWNER: VENTURE PASS PARTNERS/NORTHCOTT COMPANY. SCANNED Chanhassen City Council — October 27, 2014 Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on their October 7' meeting and they did recommend approval. Just wanted to give you a little background on the Villages on the Pond. It started, we put the PUD together in 1996 and everybody thought it would kind of come to fruition and a lot faster. It's evolved. When the PUD was put together was for mixed use commercial as well as high density residential, institutional and office. Again one of the drivers on this site was actually St. Hubert's Church was the large institutional use so they were kind of the engine that made this happen so the City was looking for an opportunity to put some other retail space. At the time it was put together we envisioned it'd be kind of more of a village concept, hence the words Villages on the Pond. Kind of maybe quaint, smaller stores. When Presbyterian Homes came in that was kind of the vision that we had which was the retail on the first floor and the residential above but it kind of ebbed and flowed. Americhm was one of the early users too. Then with Houlihan's. When Culver's came in, the Planning Commission and the planning staff had recommended against the drive in because we thought was more traditional and not kind of the, what we envisioned this area. So as time elapsed and here we are a number of years later, there's been things that we hadn't thought of that came in. You know the Foss Swim School was great for kind of a gathering place. Kind of a nice thing and then we were excited when, then we got the Lakewind's to come in because that was always an element too and you most recently approved the Village Shoppes at Chanhassen is another more restaurants there. So now right next to it then we have the specialty grocery going in. I don't want to leave anybody off there. The Bookoo Bikes is always making a nice component but we're down to kind of after this use we're down to the two lots that are closer to St. Hubert's but I just wanted to give you that background. How this thing has kind of evolved and kind of what the original vision was. Again adapting to the time and to the market. Being a little bit flexible as it's moved forward. So as I stated this request before you is located on the comer of Lake Drive and Main Street and it's, some of the parking here, as the platting itself encumbersome of the streets itself and I'll go through that in a little bit more detail. So the request then is for preliminary and final plat for Villages on the Pond 11 th Addition and then the site plan for the Chanhassen Specialty Grocery with a variance on the sign. So the subdivision itself is creating one lot. Two lots but they're just platting the one at this time. This would be a future lot and outlot. The Planning Commission and the staff did recommend, there's parking on this. That that be included with the Lot 1 and that would also include extractions for stormwater fees and managing that since there will be hard cover on that. So this will be the final plat. This lot right here would be where the specialty grocery would go. Outlot A including some of the parking, shared parking and then Outlot B would be a future lot. This site plan itself is for a 14,000 square feet of the store. The parking would include the area adjacent to the store and then also the parking on the streets here. As I mentioned this was the additional 13 stalls so we straighten out that lot line. Again this outlot will be platted in the future and the stormwater pond will actually go on that site. This is the utilities. This area is all private utilities. Private streets so there's no development contract with this project. Grading as I mentioned there will be a temporary stormwater pond located on the outlot and when that project comes in and a building goes there, they'll actually put this underground stormwater management for that site. So the subdivision as proposed, again we're making preliminary and final plat and it does meet all the conditions of the subdivision regulations. So the architecture itself, I have the material here, if anybody's interested in seeing that in more detail but it does meet all of our architectural design standards. It's a nice looking building with the orientation. Again there's some of it's closer to the street and so we've looked at ways to screen so we've got some interesting green walls where we've got large spanses close to the street, trying to break up that architecture which we've done with some of the other buildings. Some relief in the sight lines and then the kind of the pitched roof element. The standing seam siding. Screening some of the roof top equipment. They are requesting a sign variance. This shows in a little bit more detail their sight lines that I talked about. How we originally thought this being a village concept. How some of the things have changed where they're actually, some of the uses for example event Culver's are taking advantage of exposure from Highway 5. So this building has exposure on the two sides and that's where they would get the requesting the 42 inch letters and on the north and the west, on the larger sign there. We're not recommending on the east 10 Chanhassen City Council — October 27, 2014 elevation because that doesn't have the same exposure so at the Planning Commission they spent some time talking about this and I just wanted to show you illustratively some of the other sign elements that are in this area. So there's different iterations. If you look at Americlnn they have a taller, kind of a cupola where they've actually taken advantage of that so their sign is pretty large on that building. Catching the visibility. 11 by 17. And then Bookoo Bikes is 48 by 12 and they're taking advantage of the fact that you know they've got a, kind of a logo that wraps around, as does Americhm. Maybe the letters aren't that big but the actual sign area. Chanbassen Community Bank also did like a cupola on the top too to get the visibility and their's is fairly large and the 54 inches with the sign area, and the same with the Foss Swim School. And to also include Houlihan's which is individual letters but on a 2.6 and 8 and then finally Lakewind's which has kind of the double wording there so their's is actually 5 feet high. So looking at the fact that, going back to the signage for the building. While it's 48 inches, it's high. It's not, it's individual letters. There's no detail and trademark or anything like that. Would just be individual letters for the sign so the Planning Commission and the staff felt it was consistent with some of the other approaches we've taken in that development itself So with that we are recommending approval of preliminary and final plat and site plan and we have the motion set out for you here and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Mr. Laufenburger. Councilman Laufenburger. Thank you Mr. Mayor. Kate, you kind of had a big picture of the Villages and this would be, with the exception of the two vacant's next to St. Hubert's this would kind of fill it out. Can you tell us anything about what kind of tenant turnover has occurred, if any within the Villages. Within the Villages on the Ponds. Do you know of any? Kate Aanenson: That's a good question. I would say the, right now we know that Starbuck's is looking to move out. They want to get a drive thru. Councilman Laufenburger: Okay. Kate Aanenson: There's been a few in that building. Councilman Laufenburger: How about in the Summerwood area? I know there's some retail frontage Kate Aanenson: A few in there too. Yeah. Councilman Laufenburger: Those are relatively small offices or. Kate Aanenson: Retail space. Councilman Laufenburger: Spaces. Yeah, retail space. Kate Aanenson: Yep, we've had a few changes in there but obviously the hotel, Houlihan's, Bookoo Bikes have been there for a long time. Foss Swim School. Yeah, and Culver's have done well there. Mayor Furlong: I think what I'm thinking and 1 think maybe the single tenant users, buildings have stayed pretty much the same. Kate Aanenson: Correct. Mayor Furlong: But there has been some turnover with the multi -tenant commercial sites. 11 Chanhassen City Council — October 27, 2014 Kate Aanenson: That's correct, yep. Some of the restaurants have gone in or out. Councilman Laufenburger: Also Ms. Aanenson some residents have asked me what the difference is between a specialty grocery versus a grocery. Can you speak to that? Is it possible to speak to that? Kate Aanenson: I think it's just a unique type of a grocery store. That's the best I can do. Councilman Laufenburger: Okay. Mayor Furlong: So if you look up special in the dictionary you might be defined as unique. Unique might be one of the defining words. Councilman Laufenburger: Where's my Thesaurus when I need it right? Thank you Kate. Mayor Furlong: That was good. Other questions for Ms. Aanenson. Kate Aanenson: I could answer it this way. Lakewind's would probably be a specialty too. They cater to probably maybe a certain slice of the population. Councilman Laufenburger. So I would take then perhaps like an ethnic grocery store. Kate Aanenson: Sure. Councilman Laufenburger: That would be a specialty, is that correct. Kate Aanenson: Like a deli, sure. Councilman Laufenburger: Okay, alright. Okay, thank you. Mayor Furlong: The, and I guess to lead off that. That type of use is a permitted use under the PUD, is that correct? Kate Aanenson: That's correct. Mayor Furlong: Okay. And with regard to the sign variance and the size of the letters, with regard to and maybe this is as much a legal question as it is, well it's a question for staff. Whoever wants to answer it. As I understood as you were describing that the specific request here is for a letters only sign. Unlike the examples you used, Americhm, Lakewind's, the others. Bookoo Bikes even. Kate Aanenson: Bookoo Bikes, yeah. Mayor Furlong: Is the letters are part of a bigger sign. Kate Aanenson: Correct. Correct. Mayor Furlong: And so this is, and so those letters may be meeting the 30 inch minimum that is required under the PUD standards, but the sign itself is bigger. And in this case the variance is being requested it's a letter only sign. There is no bigger field or broader sign than that. Is that my understanding? Kate Aanenson: That's correct. 12 Chanhassen City Council — October 27, 2014 Mayor Furlong: Okay. So is the variance then written such that it is only for a letter only sign or would it be available to take, because we don't know who the user might be or the user could change over time. Even though it hasn't. Is the variance written that you could put larger than 30 inch letters and then a bigger sign as well? How is that? Do you understand my question? Roger Knutson: The request is for the letters only to be larger. Mayor Furlong: Okay. Roger Knutson: So that's what the variance will allow. Just that. Mayor Furlong: Okay. Kate Aanenson: And that was our interpretation and our recommendation, that's correct. Mayor Furlong: Is there, are the requirements in the PUD with regard to the size of the sign as well? Kate Aanenson: Yes. Mayor Furlong: So the Bookoo Bikes sign, the Lakewind's sign, the Americhm sign, those signs fit within the PUD requirements including the 30 inch letters. Kate Aanenson: Correct. Although the difference of, a couple of them were, because we intended them to be lower profile at the time when this was put together. The Villages. We didn't anticipate for example the bank wanting better visibility. Going up higher. Mayor Furlong: And that was. Kate Aanenson: That was a variance for that, correct. Mayor Furlong: A variance was requested for that. Kate Aanenson: Correct. And same with the hotel for, to get higher. Mayor Furlong: Okay. Kate Aanenson: More visibility. Mayor Furlong: So with the multiple variances that have been there, does it make sense to take a look at the entire PUD? Kate Aanenson: Yes. Mayor Furlong: And update the sign requirements within the PUD. Kate Aanenson: Yes, yes. And I think that's, we've talked about doing that. Coming back and just looking at, there were two approaches to do that. Going back and just amending the PUD to change the standards. 13 Chanhassen City Council — October 27, 2014 Mayor Furlong: Okay. And I guess that would be my recommendation so that we don't have some users that might be limiting themselves to 30 inch letters with a bigger sign. If the expect, if time has changed expectations going forward, then perhaps just relooking at that. Those requirements of the PUD. Kate Aanenson: I think that's wise, yeah. Mayor Furlong: Okay. Alright. Kate Aanenson: Because we do have two other buildings that are going to come in in the future too. Mayor Furlong: Right. And we have existing users that may want to. Kate Aanenson: Would change, correct. Mayor Furlong: Modify their signs to be consistent with their neighbors. Okay. Alright. And other than the PUD limitations on the sign, is what's been shown to you and being requested as part of this variance, I think I read it in the staff report. That would meet our current city ordinance so they're not trying to do something that's beyond or outside of our current ordinance, is that correct? Kate Aanenson: That's correct. Mayor Furlong: Okay. So other than the fact that they're in the Villages on the Ponds which has a separate PUD zoning requirement with some limitations on signs, if they were in a general downtown what they're asking for. Kate Aanenson: That's correct. Mayor Furlong: Would meet the ordinance. Kate Aanenson: Yeah. Mayor Furlong: Okay. Thank you. Any other questions on any of the development? Anything? Alright. Is the applicant here this evening? You're welcome to come forward and address the council Good evening. Randy Rauwerdink: Yeah, Mr. Mayor, council. It's our pleasure to introduce the project to you. My name is Randy Rauwerdink. Vice President with Venture Pass Partners. Mayor Furlong: Welcome. Randy Rauwerdink: And also with me tonight is Dave Carlin, the President of Venture Pass Partners Mayor Furlong: Good. Randy Rauwerdink: See we've been working the last several months very close with Kate and with Bob and with staff and I think we've put together and crafted a very thoughtful project that's going to be an exciting, good addition to this neighborhood and community as a whole. Not a lot to add to the staff report. There were several conditions of approval that came out of the Planning Commission or just prior to the Planning Commission and we did respond with our engineers and architects I think even by the days just following the Planning Commission and we have addressed I think each and every one of those conditions I believe to the staffs satisfaction. Nothing that was particularly onerous or difficult but 14 Chanhassen City Council — October 27, 2014 relating to some landscape issues, some stormwater issues. A little bit on building materials and I think we've addressed all of that very thoughtfully. Really not a lot to add other than that. Any questions that you have of us as applicants we'd be happy to entertain. Mayor Furlong: Thank you. Any questions of the applicant? Councilman Laufenburger: Just one. Mayor Furlong: Mr. Laufenburger. Councilman Laufenburger. Your name again was Randy? Randy Rauwerdmk: Randy. Councilman Laufenburger: Randy. So I appreciate your responding to the conditions because as, in your response to the conditions do you think there's anything that will preclude you and your potential tenant from moving forward with their plans? Randy Rauwerdink: Other than, in relation to the conditions? Councilman Laufenburger: Yeah. I mean that you had to respond to some conditions that came out of the Planning Commission meeting so are you, you're prepared to move forward with the development with those conditions? Randy Rauwerdink: Yeah. We're, yeah. Absolutely. Councilman Laufenburger: Good. That's what I needed to hear. Thank you very much Mayor Furlong: Thank you. Any other questions of the applicant? I know there was a public hearing at the Planning Commission and some parties did speak there as well. There have been a few changes and modifications to the conditions and such since then so if there are some additional comments that people would like to provide to the council here this evening we would certainly welcome any public comments that some people may want to offer. No? Okay. Thank you. Let's bring it back to council then for discussion. Thoughts and comments. On another development in Villages on the Ponds. It's coming like babies to deputies here these last few meetings now so. It's good to see development happening. Very much so in this area. It has been a number of years since we've seen any development in the Villages on the Ponds and it's nice to see that we're, in our work session tonight talking about economic development opportunities within the downtown. There's lots going on and this is part of it so very nice to see this happening and it sounds like it will be a good addition. Any other comments or thoughts? Mr. McDonald, comments. Councilman McDonald: Well you've got most of them but yeah, it's good to see this particular site beginning to fill out. You know with the other approval that we just did at the last council meeting and such. Now we're down to two lots within the area and I think that they'll be taken care of shortly also but this does bring something to completion within Village on the Ponds and will make for a nice addition and I think it will make a nice area for those of us in the city to go to and shop and eat and all kinds of stuff so I'm glad to see it happening. Mayor Furlong: Thank you. Other comments. Councilman Laufenburger 15 Chanhassen City Council — October 27, 2014 Councilman Laufenburger. Yeah I just want to relay some comments that some residents have shared with me that they're very pleased to see the, the street between Summerwood and St. Hubert's completed and I know that one of the developers in the area is with us tonight and I think it's important that she know that their efforts to complete that has been very much appreciated by the citizens so I just want to go on record as saying that. Thanks. Mayor Furlong: Thank you. I've heard from a business owner in the area too and they're very excited about getting some of the vacant lots filled in and with more business activity in the area. They're confident that it's going to help everybody in the area and that's usually the way it works. As a business area or commercial retail area develops and there's more activity there and that's good for everybody so they're excited about the opportunity as well. With that, if there are other comments great. Otherwise would somebody like to make a motion? Councilwoman Ernst: Mr. Mayor, I'll make the motion. Mayor Furlong: Councilwoman Ernst Councilwoman Ernst: I make a motion City Council approve the preliminary and final plat for Villages on the Ponds I I I Addition, site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations, subject to the modified conditions of the Planning Commission staff report. The development contract for Villages on the Ponds I I' Addition and adopts the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman Laufenburger: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Seeing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman Laufenburger seconded that the City Council approve the preliminary and final plat for Villages on the Ponds 11" Addition; and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the following conditions; and the Development Contract for Villages on the Ponds III Addition; and adopts the Findings of Fact and Recommendation: Subdivision 1. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. 2. The fees collected with the final plat are: a. Surface Water Management fee: $46,377.06 b. Park Dedication fee: $33,875 c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels) = $55 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. Prior to issuance of the building permit the applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the city, over the Ecostorm and the sand filter basin. This 16 Chanhassen City Council — October 27, 2014 recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. Site Plan with Variance Building: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: 1. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 17 Chanhassen City Council — October 27, 2014 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Water Resources: I. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Very good, thank you and welcome to Chanhassen. Randy Rauwerdink: Thank you. COUNCII. PRESENTATIONS. Mayor Furlong: I'd like to take the liberty of starting this evening under council presentations we have with us this evening for her final meeting our Assistant City Manager, Laurie Hokkanen. Laurie's been with the City for 8 years and has served as the Assistant City Manager during that time. She has been the City's liaison with our business, civic organizations. The Chamber of Commerce. Buy Chanhassen. She was instrumental in getting the Yellow Ribbon of Chanhassen off the ground and to recognition back in 2012 as a Yellow Ribbon City and I'm personally aware and there are probably some that I'm aware of, of service men and women and their families that organization has helped and I know that's been a passion of Laurie's and our city has benefitted from that. She has been, as Assistant City Manager she heads up our human resources functions. Deals with EDA. Our Economic Development Authority. Manages the TIF districts that we have in town. Cable TV. You've received one or two calls I think about cable TV. 18 October 28, 2014 CITY 0"F CgA NSEN Mr. Randy Rauwerdink Venture Pass Partners, LLC 7700 Market Boulevard 19620 Waterford Court PO Box 147 Shorewood, MN 55331 Chanhassen, MN 55317 Re: Chanhassen Specialty Grocery / Villages on the Ponds 1 ld' Addition Administration Planning Case #2014-29 Phone 952.227.1100 Fax: 952.227.1110 Dear Mr. Rauwerdink: 14 - at9 Building Inspections This letter is to confirm that on October 27, 2014, the Chanhassen City Council Phone 952.2271180 approved the Preliminary and Final Plat for Villages on the Ponds 1 Id' Addition; Site Fax: 952.227.1190 Plan for Chanhassen Specialty Grocery with a Variance to the sign letter size on the Engineering north and west building elevations subject to the modified conditions of the Planning Phone: 952.227.1160 Commission staff report; and the Development Contract for Villages on the Ponds Fax:952.227.1170 11a' Addition. The approvals were subject to the following conditions: Finance Subdivision Phone:952.227.1140 Fax: 952.227.1110 1. The final plat shall include a 20-foot drainage and utility easement centered over Park & Recreation the public utilities within Outlot A. Phone:952.2271120 Fax 952.227.1110 2. The fees collected with the final plat are: a. Surface Water Management fee: $46,377.06 Recreation Center b. Park Dedication fee: $33,875 2310 Coulter Boulevard c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels)_ $55 Phone:952.227.1400 Fax: 952.227.1404 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro Planning & SAC) fees will be collected with the building permit and will be calculated based Natural Resources on the uses within the building. Phone:952.227.1130 Fax: 952.227.1110 4. Prior to issuance of the building permit the applicant must record a drainage and Punic works utility easement, or other equivalent protection as agreed to by the city, over the 7901 Park Place Ecostorm and the sand filter basin. This recorded easement must specifically sP Y Phone: 952.227.1300 address who is responsible to own and maintain the system and must meet the Fax: 952.227.1310 requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Senior Center Systems Under the National Pollution Discharge Elimination System/State Phone: 952.227.1125 Disposal System (NPDES/SDS) Permit Program. Fax: 952.227.1110 Wellsite Site Plan Review with Variance www.uchanhassennn.us Buildin 1. The buildings are required to have automatic fire extinguishing systems. SCANNED Chanhassen is a Community for Life - ^: a P , rc 6_r T --,n% Mr. Randy Rauwerdink October 28, 2014 Page 2 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. EnQaneering: 1. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Plannine: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Mr. Randy Rauwerdink October 28, 2014 Page 3 Water Resources: 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale paper reductions of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. Pond Promenade Ventures, LLC must execute Addendum "E" to the Villages on the Ponds Development Contract. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the Addendum. The fees in the amount of $80,521.40 must be paid prior to recording the final plat. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes approximately two weeks upon receipt by the city. All current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Mr. Randy Rauwerdink October 28, 2014 Page 4 Enclosed is a site plan agreement that must be executed by Pond Promenade Ventures, LLC. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by February 25, 2015) and prior to the issuance of a building permit. The required security specified in the site plan agreement ($40,000.00) shall be submitted in conjunction with the site plan agreement. Once this is recorded and erosion control installed and inspected, you may begin site work. A separate building permit application and review is required. A copy of the executed agreement will be returned for your files. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous(@ci.chanhassen.mn.us. Sin , Robert Generous, AICP Senior Planner Enclosures ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Brian Schwen, Northcott Company Mike Brandt, Sambatek gApla U014 planning c \2014-29 chanha specially gmceay\appmval letta.dm CITY OF CHANHASSEN SITE PLAN AGREEMENT #2014-29 CHANHASSEN SPECIALTY GROCERY SPECIAL PROVISIONS AGREEMENT dated October 27, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Pond Promenade Ventures, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a Chanhassen Specialty Grocery with a Variance to the sign letter size on the north and west building elevations, a 14,000 square -foot, one-story commercial building (referred to in this Agreement as the "project"). The land is legally described as Lot 1, Block 1, Villages on the Ponds 1 la' Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnishes 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 Tushie Montgomery Architects, dated 09/05/14. Plan B: Grading, Drainage and Erosion Control Plan prepared by Sambatek, dated 09/05/14. Plan C: Landscape Plan prepared by Tushie Montgomery Architects, dated 09/05/14. Plan D: Utility Plans prepared by Sambatek, dated 09/05/14. Plan E: Erosion Control Plan — Phase I, prepared by Sambatek, dated 09/05/14. Plan F: Erosion Control Plan — Phase 11, prepared by Sambatek, dated 09/05/14. Plan G: Site Lighting Plan prepared by Tushie Montgomery Architects, dated 09/05/14. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. 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 $40,000.00 (storm sewer, erosion control and landscaping). 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: Mr. Randy Rauwerdink Pond Promenade Ventures, LLC 19620 Waterford Court Shorewood, MN 55331 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 a 14,000 square -foot, one-story specialty grocery store with a variance from the Planned Unit Development sign letter height to permit letters in excess of 30 inches on the north and west building elevations subject to the following conditions: Buildine: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. d. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: a. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: a. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: a. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. b. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Plannine: a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. c. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. d. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. e. Additional landscaping shall be provided to the south of the building. Water Resources: a. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. b. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. c. The applicant must provide water quality modeling, acceptable under Section 19- 144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. d. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. e. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. f. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. g. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN M STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of . 2014, by Thomas A. Furlong, 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 POND PROMENADE VENTURES, LLC VW Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2014 by .the of Pond Promenade Ventures, LLC. NOTARY PUBLIC DRAFTED BY: City of Chanbassen 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. 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 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 plat 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 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. 2 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 Agreement, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement 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 Postmasters 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. 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. 1. 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. 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 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal 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. 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 furnish 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. 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 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. 0 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this_ day of STATE OF MINNESOTA ) (ss COUNTY OF 2014 a The foregoing instrument was acknowledged before me this 2014, by DRAFCID BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 C"�h•sse: , MN 55317 (952)227-1100 the day of of_ QI N:\:i`&UO3A1N 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, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 2014. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2014,by ,the DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 g:\plan\2014 planning cases\2014-29 chanhassen specialty grocecy\site plan agn nent.dm day of NOTARY PUBLIC of 10 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, M]NNESOTA ADDENDUM "E" TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACT/PUD AGREEMENT VILLAGES ON THE PONDS 11TI ADDITION SPECIAL PROVISIONS AGREEMENT dated October 27, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and POND PROMENADE VENTERS, LLC, a Minnesota limited liability company (the "Developer"). 1. BACKGROUND. The City of Chanhassen has previously entered into a Development Contract/PUD Agreement for VILLAGES ON THE PONDS dated September 23, 1996 and recorded on December 31, 1996 as Carver County Abstract Document No. 205417, which was amended and modified by the following: A. Addendum "A" to Villages on the Ponds Development Contract/PUD Agreement between the parties dated September 22, 1997 and recorded June 11, 1999 as Carver County Abstract Document No. 251282, which Addendum approves the platting of Villages on the Ponds Second Addition. B. Addendum `B" to Villages on the Ponds Development Contract/PUD Agreement between the City and Wheatstone Restaurant Group, LLC, dated May 11, 1998 and recorded August 13, 1998 as Carver County Abstract Document No. 233012, which Addendum approves the platting of Villages on the Ponds Third Addition. C. Addendum "C" to Villages on the Ponds Development Contract/PUD Agreement between the parties dated June 14, 1999 and recorded August 11, 1999 as Carver County Abstract Document No. 255115, which Addendum approves the platting of Villages on the Ponds 4th Addition. D. Addendum "D" to Villages on the Ponds Development Contract/PUD Agreement between the parties dated June 14, 1999 and recorded October 15, 1999 as Carver County Abstract Document No. 258780, which Addendum approves the platting of Villages on the Ponds Fifth Addition. E. Second Amendment to Villages on the Ponds Development Contract/PUD Agreement between the parties dated November 26, 2001 and recorded May 7, 2002 as Carver County Abstract Document No. 315168, which Amendment is amending the development design standards to designate building height ad incorporate a use conversion methodology. 1788010 1 F. Third Amendment to Villages on the Ponds Development Contract/PUD Agreement between the parties dated April 8, 2002 and recorded January 2, 2003 as Carver County Abstract Document No. 338091, which Amendment is amending the development design standards to transfer additional square footages to the institutional use category. (The foregoing are collectively referred to herein as the "Development Contract/PUD") The Developer is now platting VILLAGES ON THE PONDS 11Tn ADDITION, which property is legally described as attached in Exhibit A (the "Plat' or "Development'). 2. EXTENSION OF DEVELOPMENT CONTRACT. The Development Contract/PUD Agreement shall remain in full force and effect and shall also apply to VILLAGES ON THE PONDS 11Tn ADDITION. 3. SPECIAL CONDITIONS. In addition to the terms and conditions outlined in the Development Contract/PUD Agreement, the following conditions shall apply: A. SECURITIES AND FEES 1. The $80,521.40 cash fee and the fully -executed development contract must be submitted before the final plat is recorded The cash fee was calculated as follows: Surface Water Management Fee Park Dedication Fee GIS Fee ($25 plat + $10/parcel x 3 parcels) $46,591.40 $33,875.00 $55.00 Total Cash Fee $80,521.40 B. PARKS AND RECREATION CONDITION OF APPROVAL 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the Plat. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current commercial park fee rate of $12,500 per acre, the total park fees would be $33,875.00. C. ENGINEERING CONDITION OF APPROVAL i. The Surface Water Management connection charges are $46,377.06. This fee was calculated as follows: Area Rate Total Water Quality 2.17 ac $22,060/ac $47,870.20 Water Quantity 2.17 ac $8,560/ac $18,575.20 Treatment BMP Credit 1.80 ac $22,060(0.5)/ac ($19,854.00) $46,591.40 178801v3 2. The Developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. All digital information submitted to the City shall be in the Carver County Coordinate system. 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A of the Plat. 5. Prior to issuance of a building permit, the Developer must record a drainage and utility easement, or other equivalent protection as agreed to by the City over the Ecostorm and the sand filter basin. This recorded easement must specifically identify the party who is responsible to own and maintain the system and must meet the requirements set forth in Part III.D.5(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. 6. Plan "B" Grading, Drainage and Erosion Control plans dated July 23, 1997, prepared by BRW, Inc. shall be replaced with the Grading, Drainage and Erosion Control plans dated September 5, 2014, prepared by Sambatek. 4. GENERAL CONDITIONS OF DEVELOPMENT CONTRACT. The City's General Conditions of Development Contract are incorporated herein and are attached hereto as Exhibit B. 1788010 CITY OF CHANHASSEN W STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this _ day of 2014, by Thomas A. Furlong, 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 I7WIV3 4 POND PROMENADE VENTURES, LLC: STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of , 2014, by ,the of Pond Promenade Ventures, LLC, a DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-110 corporation, on behalf of the corporation. NOTARY PUBLIC 1788010 1. Right to Proceed Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this 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, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer famished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City hispector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 1788010 7 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment 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 and sediment 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 and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport 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 the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be finished to the City to guarantee compliance with City Code § 7-22. 9. 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. 10. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 11. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless 1788010 8 otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2%2) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 12. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 13. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 14. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 15. Hook-up Charges.. The hook-up charges shall be collected at the time the building permits are issued at the rates then in effect, unless a written request is made to assess the I788010 9 costs over a four year term at the rates in effect at time of application. 16. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be famished and installed by the City at the sole expense of the Developer. 17. Responsibility for Costs. A. The Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 17D of this Agreement. B. 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 plat 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. C. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. E. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. F. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. G. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 18. 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 178801v3 10 fast 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. 19. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements 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 Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. 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. G. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. H. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering Personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each 1788010 11 occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed 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. J. Assignability. The Developer may not assign this Contract without the written percussion of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. K. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: Fast violation $ 500.00 Second violation $ 1,000.00 Tbird & subsequent violations All site development and construction must cease for seven (7) calendar days L. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. M. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. N. Street Maintenance. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. O. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and 178801v3 12 maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. P. 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 platting 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. Q. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. R. Compliance with Laws. Ordinances. and Regulations. In the development of the plat 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(s); 5. Metropolitan Government, its agencies, departments and commissions. S. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. T. 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 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. U. 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. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, l7ssmva 13 a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. V. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer W. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. I7WIv3 14 FEE OWNER CONSENT TO ADDENDUM "E" TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACUPUD AGREEMENT . fee owners of all or part of the subject property, the development of which is governed by the foregoing Addendum, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 120 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2014, by Notary Public DRAFTED BY: Campbell Knutson, P.A. 1380 Corporate Center Curve, #317 Eagan, Minnesota 55121 Telephone: (651) 452-5000 (AMP) day of 1788010 7 I MORTGAGE HOLDER CONSENT TO ADDENDUM " E" TO VILLAGES ON THE PONDS DEVELOPMENT CONTRACT/PUD AGREEMENT a which holds a mortgage on all or part of the property more particularly described in the foregoing Addendum, which mortgage is dated , and recorded , as Document No. with the office of the County Recorder/Registrar for Carver County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Addendum to Villages on the Ponds Development Contract/PUD Agreement. STATE OF MINNESOTA COUNTY OF By: Its And Its (ss. The foregoing instrument , 2014, by respectively the a DRAFTED BY: Campbell Knutson, P.A. 1380 Corporate Center Curve, #317 Eagan, Minnesota 55121 Telephone: (651)452-5000 (AMP) was acknowledged and Notary Public [print name] [print name] before me this day of and of on behalf of said 1788010 7 Chanhassen City Council — October 27, 2014 Laurie Hokkanen: The base service starts at $87 an hour for mowing and then there's a separate cost for weed treatment or if they need, often they need to use specialized equipment because they can't go in there with their regular mowers. Councilwoman Tjomhom: Okay. Laurie Hokkanen: And they charge on an hourly basis I believe in 20 minute increments. Councilwoman Tjomhom: Okay. And so do we know how many properties they do? Laurie Hokkanen: It's not very many. This summer I think there were 5 that we did more than once and maybe 4 or 5 times each. And maybe another 3 or 4 that we did once and then the property owner called or the property turned over and it got taken care of It fluctuates from year to year but it's never been a large problem for us. Councilwoman Tjomhom: Okay, thank you. Roger Knutson: Mayor just a quick comment on. Mayor Furlong: Mr. Knutson. Roger Knutson: On the stormwater. That's specifically authorized, that charge is specifically authorized by statute and we follow the statute to the letter. It's Minnesota Statute 444.075. Mayor Furlong: Okay, thank you. Any other discussion? If not, without objection we can probably deal with both of these items in a single motion. If somebody would like to make the motion. Mr. McDonald. Councilman McDonald: Yes I'll make a motion that we take both of them items and approve them. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Resolution #2014-67: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the Resolution Certifying Delinquent Utility Accounts to the County Auditor. AU voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2014-68: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council adopts the Resolution Certifying Delinquent Code Enforcement Accounts to the County Auditor. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PASS PARTNERS/NORTHCOTT COMPANY. SCANNED Chanhassen City Council — October 27, 2014 Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on their October 70' meeting and they did recommend approval. Just wanted to give you a little background on the Villages on the Pond. It started, we put the PUD together in 1996 and everybody thought it would kind of come to fruition and a lot faster. It's evolved. When the PUD was put together was for mixed use commercial as well as high density residential, institutional and office. Again one of the drivers on this site was actually St. Hubert's Church was the large institutional use so they were kind of the engine that made this happen so the City was looking for an opportunity to put some other retail space. At the time it was put together we envisioned it'd be kind of more of a village concept, hence the words Villages on the Pond. Kind of maybe quaint, smaller stores. When Presbyterian Homes came in that was kind of the vision that we had which was the retail on the first floor and the residential above but it kind of ebbed and flowed. Americhm was one of the early users too. Then with Houlihan's. When Culver's came in, the Planning Commission and the planning staff had recommended against the drive in because we thought was more traditional and not kind of the, what we envisioned this area. So as time elapsed and here we are a number of years later, there's been things that we hadn't thought of that came in. You know the Foss Swim School was great for kind of a gathering place. Kind of a nice thing and then we were excited when, then we got the Lakewind's to come in because that was always an element too and you most recently approved the Village Shoppes at Chanhassen is another more restaurants there. So now right next to it then we have the specialty grocery going in. I don't want to leave anybody off there. The Bookoo Bikes is always making a nice component but we're down to kind of after this use we're down to the two lots that are closer to St. Hubert's but I just wanted to give you that background. How this thing has kind of evolved and kind of what the original vision was. Again adapting to the time and to the market. Being a little bit flexible as it's moved forward. So as I stated this request before you is located on the comer of Lake Drive and Main Street and it's, some of the parking here, as the platting itself encumbersome of the streets itself and I'll go through that in a little bit more detail. So the request then is for preliminary and final plat for Villages on the Pond 11 ih Addition and then the site plan for the Chanhassen Specialty Grocery with a variance on the sign. So the subdivision itself is creating one lot. Two lots but they're just platting the one at this time. This would be a future lot and outlot. The Planning Commission and the staff did recommend, there's parking on this. That that be included with the Lot 1 and that would also include extractions for stormwater fees and managing that since there will be hard cover on that. So this will be the final plat. This lot right here would be where the specialty grocery would go. Outlot A including some of the parking, shared parking and then Outlot B would be a future lot. This site plan itself is for a 14,000 square feet of the store. The parking would include the area adjacent to the store and then also the parking on the streets here. As I mentioned this was the additional 13 stalls so we straighten out that lot line. Again this outlot will be platted in the future and the stormwater pond will actually go on that site. This is the utilities. This area is all private utilities. Private streets so there's no development contract with this project. Grading as I mentioned there will be a temporary stormwater pond located on the outlot and when that project comes in and a building goes there, they'll actually put this underground stormwater management for that site. So the subdivision as proposed, again we're making preliminary and final plat and it does meet all the conditions of the subdivision regulations. So the architecture itself, I have the material here, if anybody's interested in seeing that in more detail but it does meet all of our architectural design standards. It's a nice looking building with the orientation. Again there's some of it's closer to the street and so we've looked at ways to screen so we've got some interesting green walls where we've got large spanses close to the street, trying to break up that architecture which we've done with some of the other buildings. Some relief in the sight lines and then the kind of the pitched roof element. The standing seam siding. Screening some of the roof top equipment. They are requesting a sign variance. This shows in a little bit more detail their sight lines that I talked about. How we originally thought this being a village concept. How some of the things have changed where they're actually, some of the uses for example event Culver's are taking advantage of exposure from Highway 5. So this building has exposure on the two sides and that's where they would get the requesting the 42 inch letters and on the north and the west, on the larger sign there. We're not recommending on the east 10 Chanhassen City Council — October 27, 2014 elevation because that doesn't have the same exposure so at the Planning Commission they spent some time talking about this and I just wanted to show you illustratively some of the other sign elements that are in this area. So there's different iterations. If you look at AmericInn they have a taller, kind of a cupola where they've actually taken advantage of that so their sign is pretty large on that building. Catching the visibility. 11 by 17. And then Bookoo Bikes is 48 by 12 and they're taking advantage of the fact that you know they've got a, kind of a logo that wraps around, as does AmericInn. Maybe the letters aren't that big but the actual sign area. Chanhassen Community Bank also did like a cupola on the top too to get the visibility and their's is fairly large and the 54 inches with the sign area, and the same with the Foss Swim School. And to also include Houlihan's which is individual letters but on a 2.6 and 8 and then finally Lakewind's which has kind of the double wording there so their's is actually 5 feet high. So looking at the fact that, going back to the signage for the building. While it's 48 inches, it's high. It's not, it's individual letters. There's no detail and trademark or anything like that. Would just be individual letters for the sign so the Planning Commission and the staff felt it was consistent with some of the other approaches we've taken in that development itself. So with that we are recommending approval of preliminary and final plat and site plan and we have the motion set out for you here and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Mr. Laufenburger. Councilman Laufenburger: Thank you Mr. Mayor. Kate, you kind of had a big picture of the Villages and this would be, with the exception of the two vacant's next to St. Hubert's this would kind of fill it out. Can you tell us anything about what kind of tenant turnover has occurred, if any within the Villages. Within the Villages on the Ponds. Do you know of any? Kate Aanenson: That's a good question. I would say the, right now we know that Starbuck's is looking to move out. They want to get a drive thru. Councilman Laufenburger. Okay. Kate Aanenson: There's been a few in that building. Councilman Laufenburger: How about in the Summerwood area? I know there's some retail frontage. Kate Aanenson: A few in there too. Yeah. Councilman Laufenburger. Those are relatively small offices or. Kate Aanenson: Retail space. Councilman Laufenburger: Spaces. Yeah, retail space. Kate Aanenson: Yep, we've had a few changes in there but obviously the hotel, Houlihan's, Bookoo Bikes have been there for a long time. Foss Swim School. Yeah, and Culver's have done well there. Mayor Furlong: 1 think what I'm thinking and I think maybe the single tenant users, buildings have stayed pretty much the same. Kate Aanenson: Correct. Mayor Furlong: But there has been some turnover with the multi -tenant commercial sites. 11 Chanhassen City Council — October 27, 2014 Kate Aanenson: That's correct, yep. Some of the restaurants have gone in or out. Councilman Laufenburger: Also Ms. Aanenson some residents have asked me what the difference is between a specialty grocery versus a grocery. Can you speak to that? Is it possible to speak to that? Kate Aanenson: I think it's just a unique type of a grocery store. That's the best I can do. Councilman Laufenburger: Okay. Mayor Furlong: So if you look up special in the dictionary you might be defined as unique. Unique might be one of the defining words. Councilman Laufenburger: Where's my Thesaurus when I need it right? Thank you Kate. Mayor Furlong: That was good. Other questions for Ms. Aanenson. Kate Aanenson: I could answer it this way. Lakewind's would probably be a specialty too. They cater to probably maybe a certain slice of the population. Councilman Laufenburger. So I would take then perhaps like an ethnic grocery store. Kate Aanenson: Sure. Councilman Laufenburger: That would be a specialty, is that correct. Kate Aanenson: Like a deli, sure. Councilman Laufenburger: Okay, alright. Okay, thank you. Mayor Furlong: The, and I guess to lead off that. That type of use is a permitted use under the PUD, is that correct? Kate Aanenson: That's correct. Mayor Furlong: Okay. And with regard to the sign variance and the size of the letters, with regard to and maybe this is as much a legal question as it is, well it's a question for staff. Whoever wants to answer it. As I understood as you were describing that the specific request here is for a letters only sign. Unlike the examples you used, Americlnn, Lakewind's, the others. Bookoo Bikes even. Kate Aanenson: Bookoo Bikes, yeah. Mayor Furlong: Is the letters are part of a bigger sign. Kate Aanenson: Correct. Correct. Mayor Furlong: And so this is, and so those letters may be meeting the 30 inch minimum that is required under the PUD standards, but the sign itself is bigger. And in this case the variance is being requested it's a letter only sign. There is no bigger field or broader sign than that. Is that my understanding? Kate Aanenson: That's correct. 12 Chanhassen City Council — October 27, 2014 Mayor Furlong: Okay. So is the variance then written such that it is only for a letter only sign or would it be available to take, because we don't know who the user might be or the user could change over time. Even though it hasn't. Is the variance written that you could put larger than 30 inch letters and then a bigger sign as well? How is that? Do you understand my question? Roger Knutson: The request is for the letters only to be larger. Mayor Furlong: Okay. Roger Knutson: So that's what the variance will allow. Just that. Mayor Furlong: Okay. Kate Aanenson: And that was our interpretation and our recommendation, that's correct. Mayor Furlong: Is there, are the requirements in the PUD with regard to the size of the sign as well? Kate Aanenson: Yes. Mayor Furlong: So the Bookoo Bikes sign, the Lakewind's sign, the Americlnn sign, those signs fit within the PUD requirements including the 30 inch letters. Kate Aanenson: Correct. Although the difference of, a couple of them were, because we intended them to be lower profile at the time when this was put together. The Villages. We didn't anticipate for example the bank wanting better visibility. Going up higher. Mayor Furlong: And that was. Kate Aanenson: That was a variance for that, correct. Mayor Furlong: A variance was requested for that. Kate Aanenson: Correct. And same with the hotel for, to get higher. Mayor Furlong: Okay. Kate Aanenson: More visibility. Mayor Furlong: So with the multiple variances that have been there, does it make sense to take a look at the entire PUD? Kate Aanenson: Yes. Mayor Furlong: And update the sign requirements within the PUD. Kate Aanenson: Yes, yes. And I think that's, we've talked about doing that. Coming back and just looking at, there were two approaches to do that. Going back and just amending the PUD to change the standards. 13 Chanhassen City Council — October 27, 2014 Mayor Furlong: Okay. And I guess that would be my recommendation so that we don't have some users that might be limiting themselves to 30 inch letters with a bigger sign. If the expect, if time has changed expectations going forward, then perhaps just relooking at that. Those requirements of the PUD. Kate Aanenson: I think that's wise, yeah. Mayor Furlong: Okay. Alright. Kate Aanenson: Because we do have two other buildings that are going to come in in the future too. Mayor Furlong: Right. And we have existing users that may want to. Kate Aanenson: Would change, correct. Mayor Furlong: Modify their signs to be consistent with their neighbor;. Okay. Alright. And other than the PUD limitations on the sign, is what's been shown to you and being requested as part of this variance, I think I read it in the staff report. That would meet our current city ordinance so they're not trying to do something that's beyond or outside of our current ordinance, is that correct? Kate Aanenson: That's correct. Mayor Furlong: Okay. So other than the fact that they're in the Villages on the Ponds which has a separate PUD zoning requirement with some limitations on signs, if they were in a general downtown what they're asking for. Kate Aanenson: That's correct. Mayor Furlong: Would meet the ordinance. Kate Aanenson: Yeah. Mayor Furlong: Okay. Thank you. Any other questions on any of the development? Anything? Alright. Is the applicant here this evening? You're welcome to come forward and address the council. Good evening. Randy Rauwerdink: Yeah, Mr. Mayor, council. It's our pleasure to introduce the project to you. My name is Randy Rauwerdink. Vice President with Venture Pass Partners. Mayor Furlong: Welcome. Randy Rauwerdink: And also with me tonight is Dave Carlin, the President of Venture Pass Partners Mayor Furlong: Good. Randy Rauwerdink: See we've been working the last several months very close with Kate and with Bob and with staff and I think we've put together and crafted a very thoughtful project that's going to be an exciting, good addition to this neighborhood and community as a whole. Not a lot to add to the staff report. There were several conditions of approval that came out of the Planning Commission or just prior to the Planning Commission and we did respond with our engineers and architects I think even by the days just following the Planning Commission and we have addressed I think each and every one of those conditions I believe to the staffs satisfaction. Nothing that was particularly onerous or difficult but 14 Chanhassen City Council — October 27, 2014 relating to some landscape issues, some stormwater issues. A little bit on building materials and I think we've addressed all of that very thoughtfully. Really not a lot to add other than that. Any questions that you have of us as applicants we'd be happy to entertain. Mayor Furlong: Thank you. Any questions of the applicant? Councilman Laufenburger: Just one. Mayor Furlong: Mr. Laufenburger. Councilman Laufenburger: Your name again was Randy? Randy Rauwerdink: Randy. Councilman Laufenburger: Randy. So I appreciate your responding to the conditions because as, in your response to the conditions do you think there's anything that will preclude you and your potential tenant from moving forward with their plans? Randy Rauwerdink: Other than, in relation to the conditions? Councilman Laufenburger: Yeah. I mean that you had to respond to some conditions that came out of the Planning Commission meeting so are you, you're prepared to move forward with the development with those conditions? Randy Rauwerdink: Yeah. We're, yeah. Absolutely. Councilman Laufenburger: Good. That's what I needed to hear. Thank you very much Mayor Furlong: Thank you. Any other questions of the applicant? I know there was a public hearing at the Planning Commission and some parties did speak there as well. There have been a few changes and modifications to the conditions and such since then so if there are some additional comments that people would like to provide to the council here this evening we would certainly welcome any public comments that some people may want to offer. No? Okay. Thank you. Let's bring it back to council then for discussion. Thoughts and comments. On another development in Villages on the Ponds. It's coming like babies to deputies here these last few meetings now so. It's good to see development happening. Very much so in this area. It has been a number of years since we've seen any development in the Villages on the Ponds and it's nice to see that we're, in our work session tonight talking about economic development opportunities within the downtown. There's lots going on and this is part of it so very nice to see this happening and it sounds like it will be a good addition. Any other comments or thoughts? Mr. McDonald, comments. Councilman McDonald: Well you've got most of them but yeah, it's good to see this particular site beginning to fill out. You know with the other approval that we just did at the last council meeting and such. Now we're down to two lots within the area and I think that they'll be taken care of shortly also but this does bring something to completion within Village on the Ponds and will make for a nice addition and I think it will make a nice area for those of us in the city to go to and shop and eat and all kinds of stuff so I'm glad to see it happening. Mayor Furlong: Thank you. Other comments. Councilman Laufenburger. 15 Chanhassen City Council — October 27, 2014 Councilman Laufenburger: Yeah I just want to relay some comments that some residents have shared with me that they're very pleased to see the, the street between Summerwood and St. Hubert's completed and I know that one of the developers in the area is with us tonight and I think it's important that she know that their efforts to complete that has been very much appreciated by the citizens so I just want to go on record as saying that. Thanks. Mayor Furlong: Thank you. I've heard from a business owner in the area too and they're very excited about getting some of the vacant lots filled in and with more business activity in the area. They're confident that it's going to help everybody in the area and that's usually the way it works. As a business area or commercial retail area develops and there's more activity there and that's good for everybody so they're excited about the opportunity as well. With that, if there are other comments great. Otherwise would somebody like to make a motion? Councilwoman Ernst: Mr. Mayor, I'll make the motion. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I make a motion City Council approve the preliminary and final plat for Villages on the Ponds I I' Addition, site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations, subject to the modified conditions of the Planning Commission staff report. The development contract for Villages on the Ponds 11th Addition and adopts the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman Laufenburger: Second Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Seeing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman Laufenburger seconded that the City Council approve the preliminary and final plat for Villages on the Ponds 111h Addition; and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the following conditions; and the Development Contract for Villages on the Ponds 11* Addition; and adopts the Findings of Fact and Recommendation: Subdivision 1. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. 2. The fees collected with the final plat are: a. Surface Water Management fee: $46,377.06 b. Park Dedication fee: $33,875 c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels) = $55 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. Prior to issuance of the building permit the applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the city, over the Ecostorm and the sand filter basin. This 16 Chanhassen City Council — October 27, 2014 recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. Site Plan with Variance Building: I. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: 1. The western portion of Pond Promenade shall beat least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 17 Chanhassen City Council — October 27, 2014 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Water Resources: 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any percussion required by any other agencies with authority over the project. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Very good, thank you and welcome to Chanhassen. Randy Rauwerdink: Thank you. COUNCIL PRESENTATIONS. Mayor Furlong: I'd like to take the liberty of starting this evening under council presentations we have with us this evening for her final meeting our Assistant City Manager, Laurie Hokkanen. Laurie's been with the City for 8 years and has served as the Assistant City Manager during that time. She has been the City's liaison with our business, civic organizations. The Chamber of Commerce. Buy Chanhassen. She was instrumental in getting the Yellow Ribbon of Chanhassen off the ground and to recognition back in 2012 as a Yellow Ribbon City and I'm personally aware and there are probably some that I'm aware of, of service men and women and their families that organization has helped and I know that's been a passion of Laurie's and our city has benefitted from that. She has been, as Assistant City Manager she heads up our human resources functions. Deals with EDA. Our Economic Development Authority. Manages the TIF districts that we have in town. Cable TV. You've received one or two calls I think about cable TV. 18 I � r♦ . 1 9-I Ir- ! 11\I \ 1.- I ! I\1 1 \✓ 1 • 4l \! i 258680040 ADDRESS NOT ASSIGNED 9� _ VILLAGES ON THE PONDS ASSN INC / • 1 L_ L_ r-..I �_ .� I 258620010 \ I I I ! A I\ r- /` IN A l Y 1 I r- r% I♦ A l r\ /` v 11 1 /t 530 POND PROMENADE e . sW • ! L_ L_ I \ " �- a "' . 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BTY EASr71/ENT- - - - 60 g, °� ./ � .. � BUS SHELTER \\\ a Ir \ \\ \\ o = ✓ �/ / \ --' i189°45'07"E 118 62 — R�VL-PIPE � �� , J•� 00 � � / �_�da C- ' -,t' -4 _ 1 ✓ / C RE. 945.6244 49r. =-- 44 d� 44 - C 82 -'�-- 44 Q I QQ \ \ 36'CNP RE:916, i IF 937.67 / s \ A/ 0"4 4 -r �y © '� U #�.a2 7 e� j IrtEE925 99 \ LAKE DRIVE JUTI OT,IA I 927.611 � GRES� &EGRESS TO G G 10 J1. / LAKE R 1fCROSS OUTLOT A �--q�— �// / 11 A IN r- /` 1 11\1 1 F4 1-3� 9 r/ — il_L_i is Ni i__Zi ♦'! . 1 1 1�_ =i TNH: 949.41 �j BUS 11 o o / / < °ky / o a as „Spn -� / SHELTER ) w QI¢ 0 1 >� S Yv1 ` r7T1! r-rN 111 IN. JO o ,` i ; \, :; \: a, P\Q / \I I • I I IL_ 1 \I I •L/ �� "_._-- _Nm� - 945J �. \ t �❑ r YM — / 258380010 L-IY; I I / w / �0 A IN r- 501 LAKE DR z�Q FSSj %VI I L- L_ ; 0`„�_ �� PHM/CHANHASSEN INC ��S L. L_ . D. 1 / / I MI. —SURVEY NOTES 1. The bearing system is based on the plat of VILLAGES ON THE PONDS. 2. The vertical datum is based on NAVD88. The originating benchmarks are MNDOT 1002 AW1 and MNDOT 1002W, both referenced from the MnDOT Geodetic Database. BENCHMARK #1 TNH on S side of Pond Promenade. Elev.=953.58 BENCHMARK #2 TNH on SW corner of Lake or and Main St. Elev. 949.94 3. Subject property's address is not assigned, its property identification number is 258460030. —EXISTING DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. Abstract Property —PROPOSED DESCRIPTION Lot 1, Outlot A and Outlot B, Villages on the Ponds 10th Addition, Carver County, Minnesota. Abstract Property PROPERTY SUMMARY Lot 1: 48,595 S.F. Outlot A: 39,943 S.F. Outlot B: 29,636 S.F. Total Area 118,174 S.F. —CONTACT INFORMATION Owner: Northcott Company 250 East Lake Drive Chanhassen, MN 55317-9364 Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 Surveyor/Engineer: Sambatek, Inc. SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. —VICINITY MAP NORTH 0 30 60 SCALE IN FEET MSambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 LVENTURE PALLI SS PARTNERS �A DEVELOPMENT COMPANY Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. Marcus F. Hampton Registration No.47481 Date: 09/04/2014 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: DL Approved: MFH Book / Page: 1012/21 Phase: Initial Issued:09/04/2014 Revision History No. Date By Submittal / Revision Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 10TH ADDITION Sheet No. Revision C103 Project No. VEN20145 WAM I I 1 I I I I I 1 I I ' ®\ON :s SHE. . �.,. I Is 9\ R3.0 R5.0 F fk�SnNc a sY//4'C / / I R3.0 �Sp F C I q 33.2— �- — C CONNECT TRAIL TO EXISTING A N H l R2p0 B , i PROPOSED BUILDING 14,000 SF FFE=951.50 '-0 0 B -9 i 0 R5.0 B s i� �� )` i �4 ly; • fv SAND FILTER BASIN HWL=947.00 1I - - BOTTOM=941.50 C!' •' ' i — — — — i=-1'='^I !ry tig. i �Q'O i % - L, --- C R3.0 LAKE DRIVE 1 / W W -S i N Qcc >� / i G 9 A I 0 —LEGEND PROPOSED EXISTING PROPERTY LIMIT -- CURB 8: GUTTER -- _-`-- STANDARD DUTY EASEMENT — — — — — — — — — — — — ASPHALT PAVING BUILDING SIGN �- A PIPE BOLLARD O HEAVY DUTY ASPHALT PAVING NUMBER OF PARKING STALLS PER ROW XX KEY NOTE _ f CONCRETE PAVING —DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE GUTTER OF CURB TO GUTTER OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. 3. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. 10. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 11. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS. —KEY NOTES A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL SHEET C7.01) C. B-618 CONCRETE CURB AND GUTTER (SEE DETAIL SHEET C7.01) D. TRANSFORMER PAD E. FLAT CURB SECTION F. ACCESSIBLE RAMP (SEE DETAIL SHEET C7.02) G. BOLLARD W/ HANDICAP SIGN (SEE DETAIL SHEET C7.02) H. 2' CURB CUT (SEE DETAIL SHEET C7.02) I. TRASH ENCLOSURE (SEE ARCHITECTURE PLANS) NORTH 0 30 60 SCALE IN FEET eksambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 LLE /..ENTURE PASS PARTNERS �� A DEVELOPMENT COMPANY Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification I hereby certify that this plan, sp �ation or report was prepared by me r y direct supervision and that I a tensed professional ENGIt ws of tF to of Minnesota. ` A MIKE C. BRAN �� Registration k 61 Date:09/05/2014 If applicabIlIll.0ontact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MCB Drawn: RCB Approved: McB Book / Page: Phase: PRELIMINARY Initial Issued: 09/05/2014 Revision History No. Date By Submittal / Revision Sheet Title CIVIL SITE PLAN Sheet No. Revision C101 Project No. VEN20145 Seo OS. 2014-10307m U,,1576 & Final Flans\20145-C3-SITE.dwg 14-a9 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Venture Pass Partners, LLC and Northcott Company for Subdivision and Site Plan approval with a variance for signage. On October 7, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Venture Pass Partners, LLC and Northcott Company for preliminary plat and site plan approval with a variance for sign letter size. The Planning Commission conducted a public hearing on the proposed subdivision 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. 3. The legal description of the property is: Outlot B, Villages on the Ponds Fourth Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance and meets the standards of the Village on the Ponds Planned Unit Development; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan since the site is guided for mixed use development which includes commercial or multi -family residential; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; SCANNED f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) The proposed project is consistent with the Site Plan Review requirements of City Code; c) The proposed project 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; d) The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) The proposed project 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; Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light 2 and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Section 20-1253. Variances. The city council, upon the recommendation of the planning commission, may grant a variance from the requirements of this article where it is shown that by reason of topography or other conditions, strict compliance with the requirements of this article would cause a hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of this article. City code only regulates the total sign area permitted for signage, not the individual size of letters within the sign. The PUD standards for Villages on the Ponds limit the height of letters to 30 inches. These standards were established in 1996 and envisioned a multi -storied, dense urban -style streetscape of buildings and uses. In such an environment, sign height would be less important since views would be limited to along the adjacent street. The 30- inch height limitation is viable in a pedestrian -oriented environment. However, changing economic conditions and times have altered the type of development taking place and the developer is trying to provide views for further distances including Highway 5 and Market Boulevard. Limiting the size of the letter is a hardship in this instance. 7. The planning report #2014-29 dated October 7, 2014, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Preliminary Plat (Villages on the Ponds Eleventh Addition) and site plan with a variance for Chanhassen Specialty Grocery. ADOPTED by the Chanhassen Planning Commission this 7'" day of October, 2014. .: ►l.: ► 1 : ►Nh exeZe7u uIMIUS)z BY: Its Chairman CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2014-29 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 7, 2014, at 7:00 P.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to considerarequestforP r .nary plat of 2.71 acres into three two lots and one outlet; and Site Plan Review for a 14,000 squwr foot on"tory specialty grocery store on Property zoned Planned Unit Development (PUD) and located on Outlot B, Villages on the Ponds 4'h Addition. Applicant: Venture Pass Partners, LLC. Owner: Northcott Company A plan showing the location of the proposal is available for public review on the City's web site at wwwei ch h sen.mn us/201429 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this prop. Robert Generous, AICP, Senior Planner Email: *^^nerouag ci.h h Sen inn us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, September 25 2014, No 4016) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as amended (B) The printed public notice that is attached to this Affidavit and identified as No. yaao was published on the date or dates and in the newspaper stated in the attached Notice and mid Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghuklmnopgrstu Q///,�L� /�,� #f Laurie A. Hartmann Subscribed and swom before me on this J) day of jqbL014 JYMME JEANNE7E BARK NO'A?Y PI;BUC - M'NNESOTA N blic WnCC4MSSIOND0?RES010/18 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 .............................................. $12.59 per column inch SCANNED SWMP FEE WORKSHEET DATE September 25, 2014 Rev. 10/9/14 for Outlot B FILE NO. 14-29 PROJECT Chanhassen Specialty Grocery Total Area Outlot B (assess at later date) Assessable area WATER QUALITY WATER QUANTITY ZONING CLASSIFICATION FEES Rate per Acre 2.71 -0.55 2.16 Commercial Acres Total $ 22,060.00 2.16 $ 47,715.78 Rate per Acre Acres Total $ 8,560.00 2.16 $ 18,515.28 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Sand filtration feature acre 1.8 $ 11,030.00 $ 19,854.00 $ $ $ 19,854.00 SWMP FEE $ 66,231.06 SWMP CREDITS $ 19,854.00 TOTAL SWMP FEE $ 46,377.06 Sambatek Engineering I Surveying I Planning I Environmental DATE: October 8h, 2014 TO: Bob Generous - City of Chanhassen FROM: Mike Bultman, PE - Sambatek RE: Chanhassen Specialty Grocery - Response to City Staff Reoommendatioru to Planning Commission Please find below our response to City Staff recommendations to the 10/07/14 Planning Commission for the Chanhassen Specialty Grocery project. The original comments are listed in italics, followed by our response. Subdivision Engineering The Plat must be revised to include a 20-ft drainage and utility easement centered over the public utilities within OutlotA. A 20-ft drainage and utility easement has been added to the plat. 2. The fees collected with the final plat are: a) Surface Water Management Fee b) Park Dedication Fee c) GIS Fee: $25 (plat) + ($10/parcel x 3 parcels)_ $55 The appropriate fees will be paid prior to the issuance of the building permit. 3. City water (WAC), City sewer (SAC) and Metroplotan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. Acknowledged. Parks 1. Park fees shall be collected in full at the rate in force upon final plat submission and approval. Acknowledged. Chanhassen Specialty Grocery — Response to City Comments October 81h, 2014 Page 2 Water Resources 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. Soil borings provided by Braun Intertec for the site indicate sandy and lean clay (CL) type soils for the majority of the site. These are not suitable for infiltration as they are Class D soils. There are no suitable areas for infiltration on this site, thus, altering the site layout would not be beneficial. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. Given that our site contains Class D soils, volume reduction is a challenge. Following the MIDS Design Sequence Flow Chart, it was determined that our design should follow FTO Alternative #2. This option encourages the exploration of non -infiltration volume reduction practices and to provide soil borings documenting low infiltration rates. A rainfall harvesting system is not a viable option as the amount of irrigation required for this site is minimal given our limited green space area and poor soils. The required system size to have an impact in volume reduction would be oversized for what is needed for irrigation and there would not be any long term cost savings. Bioretention and permeable pavers would not be ideal for this site given our poor soils. The amount of space available for rain gardens is minimal and filtering would still be necessary. We also do not want water underneath our paving section as this could eventually jeopardize the integrity of the pavement in the parking lot. The Minnesota Stormwater Manual lists evapotranspiration and landscaping as processes that can help reduce volume. A large sand filter bed will help slow the runoff process and provide some volume reduction within the sand bed. The soils will be amended on the south side of the loading zone to encourage infiltration. The roof drainage will enter this area via a manhole and draintile, and will infiltrate into the amended soils during rainfall events. Once the soils are saturated, the roof drainage will overflow into the sand filtration basin. The proposed trees will also be revised to species that promote greater rainfall interception per the City of Minneapolis, Minnesota Municipal Tree Resource Analysis. Chanhassen Specialty Grocery — Response to City Comments October 8"h, 2014 Page 3 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c of the Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. We have included the results from the MIDS calculator in our stormwater report. We chose this program over P8 and SLAMM as it more accurately calculates our removal efficiency given the types of devices we are proposing to use (sand filter bed, amended soils). Please refer to the revised stormwater report for the water quality treatment calculations. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part Ill of the NPDES construction permit and Section 19-145 city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. A stand-alone SWPPP document has been sent to the City which includes all elements required by Part III of the NPDES construction permit. 5. Any dewatering of the pond must have a dewatering plan, approved by the City, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. A dewatering plan has been incorporated into the SWPPP and has been sent to the City for their review. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. Acknowledged. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. Acknowledged. Site Plan with Variance Building 1. The buildings are required to have automatic fire extinguishing systems. The architect will address this item. Chanhassen Specialty Grocery - Response to City Comments October 8"', 2014 Page 4 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. The architect will address this item. 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The architect will address this item. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Acknowledged. Engineering 1. The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. The site plan has been revised to accommodate a 26-foot wide drive aisle per City Code. Fire Marshal 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specks. Per conversations with the Fire Marshal, no signage or painted curb will be required at this time. If problems develop in the future, the Fire Marshal will contact the owner to have them installed. Natural Resource Specialist 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. Acknowledged. The architect will incorporate these landscape revisions into the design and will submit a revised landscape plan. 2. The applicant shall re -submit a corrected landscape plan to the City prior to construction. The architect will submit a revised landscape design. Chanhassen Specialty Grocery - Response to City Comments October 8"', 2014 Page 5 Planning 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. Acknowledged, 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. The architect will address this item. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. The architect will address this item. 4. The streeNsidewalk lights along Main Street have to be preserved and operational when the site construction is completed. The architect will address this item. 5. Additional landscaping shall be provided to the south of the building. The architect will address this item. Water Resources The applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the City, over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part Ill. D. 5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System / State Disposal System (NPDES/SDS) Permit Program. Acknowledged. Chanhassen Specialty Grocery - Response to City Comments October 81h, 2014 Page 6 2. Outlot B shall be included in the quarterly SWMP fees and in the Storm Water Connection charge and shall be charged at the commercial rate unless left fully undeveloped. If left fully undeveloped the connection charge shall be delayed until such a time as Outlot B is developed and the quarterly fee shall be that of an undeveloped lot. The lot lines in the plat have been revised to leave Outlot B fully undeveloped. Please refer to the revised preliminary and final plat. 3. Surface Water Management connection charges are estimated to be $63, 218.06. This connection charge will be due at the time of final plat. Acknowledged. If you have any questions, please contact me at (763) 398-0867 or at mbultman cbsambatek.com. Sambatek, Inc Mike Bultman, PE w Chanhassen Planning Commission — October 7, 2014 Aanenson: That's fine. I think you're technically tabling it for extend the 60 days, if I may. Campion: Yes. Hokkanen: Second. Aller: Any further discussion? Campion moved, Hokkanen seconded that the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, tables the hard surface coverage variance and shoreland setback variance for 9015 Lake Riley Road subject to receipt of the waiver of the 60-day time allowance. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: Good luck Ms. Kelly. PUBLIC HEARING: CHANHASSEN SPECIALTY GROCERY: REQUEST FOR PRELIMINARY PLAT OF 2.71 ACRES INTO TWO LOTS AND ONE OUTLOT: AND SITE PLAN REVIEW WITH VARIANCES FOR A 14,000 SQUARE -FOOT ONE-STORY SPECIALTY GROCERY APPLICANT: VENTURE PASS PARTNERS, LLC. OWNER: NORTHCOTT COMPANY. PLANNING CASE 2014-29. Aller: We have received some alternate pages. Generous: Thank you Chairman Aller, commission. There's pages and 5 and 18, there were some minor changes. A strike through and bold format. There's nothing really substantive to them but it's for accuracy and consistency in the report. Aller: Thank you. Generous: Planning Case 2014-29, Chanhassen Specialty Grocery is really a commercial retail building that's being proposed within Villages on the Ponds. The applicant is Venture Pass Partners, LLC and the property owner is Northcott Company. As you said it's located at the northwest comer of Main Street and Lake Drive in Villages on the Ponds. If people go to the site they'll see the open field with a bunch of water in it and that was actually created because at one time they dug up the lower level to put in an underground garage and that building never went forward so. At the time they thought they would save some time and money but in the long run it hasn't worked out that way. Villages on the Ponds is a mixed use development. It permits commercial, office, institutional, and residential uses. It's zoned Planned Unit Development so there are specific design guidelines. That's the part of the reason why there's a variance in the request. Their request is for subdivision approval, preliminary plat approval for Villages on the Ponds 11 m Addition and site plan review for Chanhassen Specialty Grocery with a variance to the sign letter size. Under the PUT) standards a 30 inch letter is the maximum size. The 6 SCANNED Chanhassen Planning Commission — October 7, 2014 applicant would like to put in 42 inch letters and we'll get into that a little later. The subdivision would create two lots. Initially Lot 1 would be platted and Outlot A would remain as an outlot as Pond Promenade. That's a private street within the development and it also contains parking opportunities and Lot 2 as shown in this plan would be platted as Outlot B and come in in the future and be final platted. There is a condition in the staff report that they remove the parking lot from Outlot B or they'd have to pay stormwater fees so they will be revising this property line slightly and it will, you know almost go straight across here and take out this little jog so remove, add that parking area into Lot 1. It's about 5,000 square feet approximately of area that would be removed from Lot 2 and added to Lot 1 so staff is in favor, is recommending approval of the preliminary plat subject to, there's a few conditions in the staff report. The site plan review is for a 14,000 square foot one-story commercial building. It would be a retail user on the site. Parking within the entire area exceeds the minimum requirements under city code. Within Villages on the Ponds there's a requirement that a lot of parking be shared between different uses and so on Pond Promenade they pick up Houlihan's and Bookoo Bikes to the west would be able to use some of the perimeter parking area. In the future they have a second building site on the south side. They'll come in, as part of their development they would add additional parking and access onto Main Street but that would be a separate site plan review some time in the future and at that time they would final plat that outlot into a lot and block. With this development the utilities are available surrounding the property. They would just have to extend it onto the site. The biggest improvement that they'll have to make is a stormwater improvement. In the initial phase they'll create a ponding area that's a sand system in there to treat and then discharge water into the existing stormwater system which will then take it down farther through the City's system and discharge into the lake and stream to the south of this area. Sewer and water are available to the site and they'll have connections coming in. They'll come in and re -grade the entire property as part of the first phase including that stormwater area in the southeast comer of the site, and then they will install the parking area for the retail space as well as asphalt some of the gravel parking that's developed over time along the north side of the lot and then they'd make parking stalls along the west side of the property. As I said the building is one story. It has several materials that they're proposing to provide interest. The brick, it's a lot of bases in browns and tans. There are three colors and styles of block that they would be using on the building. Some of it is for accent materials. Some of it is to create abase on it. The brick would primarily be by the main entrance to the building. We believe that this is, it's a very attractive building and it will provide interest into the development. One of the things we require is that they incorporate 70 percent sloped roof elements. They're doing this both at the top of the building and through the use of canopies over the window areas and so they do comply with that ordinance. This picture shows the west and north elevations. These are the two sides of the building that staff is supporting the variance request for the signage. Whoops, went too far. On the east and south elevation, on the east side of the building which would be on Main Street, this is going to be a narrow area. There's a building that has been approved just to the east of that and so there's only a 60 foot space of visibility for that signage and then this elevation we believe maintaining the 30 inch standards would be consistent with the overall development. It's pedestrian scale. They don't need that big a sign there and so, and then on the south elevation, because they don't have frontage on a public street they don't get to have a sign but they are providing additional landscaping to help soften this building elevation. Their storage area for their trash and pallets is in a little building that's just on the very, what is it? This area inhere and then trucks would be in here and then with the landscaping we believe that will provide the nice screening for that Chanhassen Planning Commission — October 7, 2014 elevation. Back to the sign variance. This building has visibility from both Market Boulevard, Highway 101 and Highway 5. The scale of signage for this needs to be a little larger to provide a good image for people to see where it is. Staff is in support of the material that they have. We actually came to the same conclusion separately for why to justify this variance request on those two elevations. Again the pedestrian scale is not on either the west or north elevations but it will be along Main Street and then again when Lake Drive comes in so this building would come in under the PUD standards. Staff is recommending approval of the subdivision, the site plan and the variances to the sign letters for the north and west elevations subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Anyone? Lighting. Generous: Yes. Aller: How is it being lit? Is it all up to code? Generous: Yes, they would provide lighting standards, or typical standards within the parking lot areas. They're providing wall pack units on the building and then on the east elevation they're actually requirement that they preserve those acorn lights that are out there and after they're done constructing the site, make sure they're put back in place to light Main Street. Aller: Great. Generous: And then that would be consistent with the lighting across the street and on other areas. Parking lot lighting are the shoebox fixtures. While Villages has a few different standards, that's the predominant one that they're using for parking areas so. Aller: Thank you. And then the water drainage area. How is that going to work? Fauske: Thank you Chairman Aller. The applicant did provide some additional information to staff today that we're still in the process of reviewing. That included in particular a question about the infiltration abilities of the ... soils so we will continue to work with the applicant to ensure that the process that they're going through is, is palatable with, as far as the requirements go for these developments and the stormwater mitigation that can be done on the site. Aller: Thank you. Questions? Thorough report. The eaves system. In here it looked like there was something that, coverage percentage wise was or was not being in compliance. Somewhere. Generous: Chairman, within Villages on the Ponds they may exceed any, the 70 percent standard because we're looking at the entire development. Aller: Because of the PUD. Chanhassen Planning Commission — October 7, 2014 Generous: Theoretically they could have the entire north half of this site as hard cover and still meet the requirements overall. However we are getting green space on each of the sites and within the surrounding developments. Aller: Great. Okay. We'll have the applicant come forward if they'd like to make a presentation. If you could state your name and address for the record sir, that'd be great. Randy Rauwerdink: Good evening. My name is Randy Rauwerdink. I'm a Vice President with Venture Pass Partners and also represented tonight we have the whole team here. Dave Carlin is our President and Jim Ottensteen the Senior Vice President. Aller: Welcome Randy Rauwerdink: Mr. Commission, members of the commission we're glad to present the project tonight and grateful for your review. Bob did a very thorough report. I think we've worked very well with staff with both Kate and Bob and coming to some common ground and I think an exciting project that we're bringing forward to the community. I don't think there's a lot that we have to add to what's been presented this evening but we're certainly available for any questions that you want to put before us. Aller: I don't have any except for the one I always ask when it seems to be going so well. If you've had an opportunity to read the report and review the report, and you've been working with staff. Is there anything that you can foresee right now that you might run into a problem with? Randy Rauwerdink: No, I've got to tell you we jumped on the report kind of as soon as that hit the desk and we've got both the civil engineers and the architects you know well on their way to working through that. I think you mentioned that you've received some follow up from Sambatek today and I think we're going to come to a consensus on a system that works there. It's a challenging site. You know there's no question. It's been vacant for some time and there's maybe there's a reason for that but you know we look at a site with very challenging soil conditions and a lot of corrections and kind of an inordinate share of improvements I'm going to call almost off site within the Pond Promenade roadways that are benefitting everyone but maybe being born by this project so that's been the biggest challenge and I think we've got a plan that works. You know our challenge is going to be making the numbers come together as we see these final specs but we're excited to bring the project to Chanhassen and I expect it to be successful. Alley: Great, thank you. Anyone else? Thank you. Okay, we'll open up the public hearing portion of the meeting for this particular item so anyone wishing to speak either for or against the item before us can do so. Come up to the podium and state your name and address. Hi. Dale Woodbeck: Good evening. My name is Dale Woodbeck. I'm at 26475 Strawberry Court in Shorewood but I'm the General Manager of Lakewinds Food Co-op at 435 Pond Promenade. Aller: Welcome. 0 Chanhassen Planning Commission — October 7, 2014 Dale Woodbeck: Thank you. Specific to the zoning variance request, I'd urge you to reject your stafrs recommendation. If the purpose of a variance is to relieve a hardship, I don't see that this is a hardship. When we built our store very close by in '04-'05 we complied with the 30 inch letter height ordinance and we were not allowed to go above that. I mean we discussed I think pylon signs and so forth at that time at least according to the property manager and have struggled for years with signing and our, have complied with the 30 inch and I don't really think the City ought to be involved in picking winners and losers and giving another retailer a competitive advantage or any kind of advantage at all through zoning variances. So I'd like to say that. This is not specific to the variance request but I wanted to give the commission and the City a heads up even though it's not an exclusively a city matter but we have, from Northcott Company when we had built our store, they gave a use restriction that prohibits the type of, that prohibits a specialty grocery and a variety of other things on the exact site that's in question here. So we have that use restriction. I've presented that to Northcott. It's the same individual that signed our lease document. The use restriction document and I think the application for this and I've informed the developer, I think that Northcott has too. That we intend to enforce that use restriction and as I say, I know that's not specific to the zoning but I just wanted to put that out there so if that, if you're looking for a snag, there it is. Aller: Okay, appreciate it. Dale Woodbeck: So thank you for your time. Aller: Thank you. Sir, if you could come forward and state your name and address. Christoph Leser: Yes, my name is Christoph Leser. I live at 8110 Marsh Drive which is about 2 blocks away from this property. Aller: Welcome. Christoph Leser: And I'm an avid shopper at Lakewinds. We enjoy this very much. I think this is one of the best additions to the city of Chanhassen in the last few years. It's a very wholesome retailer and this was my first question, yeah. How does this signage compare to Lakewinds and if indeed it was any bigger than Lakewinds then I would want to be against it. Aller: Okay. I think it's going to be bigger the way it's set here. Christoph Leser: Okay, then I would state my opposition to that. Aller: Okay. Christoph Leser: Thank you. Aller: Thank you. Aanenson: I'd like to make just a clarification on the signage. 10 Chanhassen Planning Commission — October 7, 2014 Generous: Yes I checked into the signage on other buildings on it. He's correct, the letters for Lakewinds are, meet the 30 inch but they have a swoosh on their letter. Their total signage I believe is 48 inches so. Aller: Okay. Okay, anyone else wishing to come forward speaking for or against? Seeing no one come forward I'm going to close the public hearing at this time and open it up for commissioner comment. Hokkanen: I'd like clarification on signage. So they're asking for a variance to go to the 42 inches from 30 plus the site? Aller: Togo to, right. Generous: That's correct. Under the PUD standards they're limited to 30 inch sign height. Aller: Based on the sight lines to the roads. Undestad: Was Lakewinds granted a variance for their sign? Generous: No. Undestad: If they're over the 30 inch. Generous: Their letters are at the 30 inches. It's just they added a swoosh above it and there's two rows of it so they have overall the height of the signage is larger. Tennyson: So it's not actually about the letter size, it's the sign in total? Generous: No, well their variance request is just for letter size because they would be under what would be permitted under the zoning regulations for total sign area. So if they wanted to stack them they could have two 30 inch letters. Two rows of them. Aller: It's just the size of the letter. Aanenson: Right. So it's a way to achieve more visibility and that's, as Bob said is to stack them so we're taking the narrowest interpretation and just making a single. A line but taller. Aller: So there's nothing in the ordinance right now that would stop them from stacking two half letters? Generous: No. And I believe under their plans they're showing a box of signage and they actually calculated they could get 217 square feet of signage on that elevation. On the east side. Here's where we're looking at the variances. 201 square feet for signage so that would be a lot, you could put a lot in that area. 11 i Chanhassen Planning Commission — October 7, 2014 Aanenson: That's some of the rationale basis that we had for supporting the variance so. Aller: And it's only, it's being restricted to the two long view sight lines so the walkable sight line will still be restricted? Generous: That's correct. Aller: And then I do agree, any of the use restrictions based on tenancy are not before us. Does anybody have any comments or issues? I just don't think that's before us. It wouldn't be proper for us to discuss it any further so in looking at the actual requests, does anybody have any further comments? Based on the report. Okay. Entertain a motion then if anyone wants to undertake that. Tennyson: I'll make a motion. Aller: Okay. Tennyson: The Chanhassen Planning Commission recommends that City Council approve the preliminary plat for Villages on the Ponds 11`s Addition and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the conditions of the staff report and adopts the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Undestad: Second. Aller: I have a motion and a second. Any further discussion? Tennyson moved, Undestad seconded that the Chanhassen Planning Commission recommends the City Council approve the preliminary plat for Villages on the Ponds 11" Addition and approve the site plan for Chanhassen Specialty Grocery with a variance to the sign letter size on the north and west building elevations subject to the following conditions and adoption of the Findings of Fact and Recommendation: Subdivision 1. The final plat shall include a 20-foot drainage and utility easement centered over the public utilities within Outlot A. 2. The fees collected with the final plat are: a. Surface Water Management fee: $46,377.06 b. Park Dedication fee: $33,875 c. GIS fee: $25 (plat) + ($10/parcel x 3 parcels)_ $55 IN Chanhassen Planning Commission — October 7, 2014 3. City water (WAC), City sewer (SAC) and Metropolitan Council sewer (Metro SAC) fees will be collected with the building permit and will be calculated based on the uses within the building. 4. Prior to issuance of the building permit the applicant must record a drainage and utility easement, or other equivalent protection as agreed to by the city, over the Ecostorm and the sand filter basin. This recorded easement must specifically address who is responsible to own and maintain the system and must meet the requirements spelled out in Part III.D.5.(5) of the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems Under the National Pollution Discharge Elimination System/State Disposal System (NPDES/SDS) Permit Program. Site Plan with Variance Building: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering: The western portion of Pond Promenade shall be at least 26 feet wide to meet the City's minimum requirement for a private street serving two-way traffic. Fire Marshal: 1. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact Fire Marshal for specifics. Natural Resource Specialist: 1. The applicant shall install trees in the larger landscape peninsulas located along Pond Promenade on the north and west sides of the lot. 2. The applicant shall re -submit a corrected landscape plan to the city prior to construction. Planning: 13 Chanhassen Planning Commission — October 7, 2014 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. Install two benches east of the building on Main Street. The applicant should also consider providing additional benches on site and along Pond Promenade. The applicant shall provide benches similar to others used in Villages on the Ponds. 3. Change the design of the ECO mesh green wall to be slightly curved (in footprint) to help break the monotony of the long, straight wall along the street. 4. The street/sidewalk lights along Main Street have to be preserved and operational when the site construction is completed. 5. Additional landscaping shall be provided to the south of the building. Water Resources: 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The applicant must provide volume control to the maximum extent practicable and must provide a discussion of the feasibility of other methods of volume reduction. 3. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 4. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to dewatering of the pond, removal of any existing surfaces or structures, and removal of vegetation. 5. Any dewatering of the pond must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. 6. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 7. The applicant will be responsible for procurement of any permission required by any other agencies with authority over the project. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 14 Existing Legal Description Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota Proposed Legal Description Lot 1, Block 1, Villages on the Ponds 11th Addition, Carver County, Minnesota Outlot A, Block 1, Villages on the Ponds 11th Addition, Carver County, Minnesota Outlot B, Block 1, Villages on the Ponds 11th Addition, Carver County, Minnesota SCANNED CHANHASSEN SPECIALTY GROCERY OLITLOT B VILLAGES ON THE PONDS LAKE DRIVE & MAN STREET CHANHASSEN, MINNESOTA ABBREVIATIONS �ru« r �ia o+rex�ir roux m�eceweae rowraN �rn.cwrun 1 mxx� mn swa +m rcw TI. roe m as srt asw =Xl INNINMENT xrrtxrtoomeexx onxr."I x.rz LL M PROJECT TEAM TWNI[1.1 —11T Il MCNI2CID ,..m. w.�,nrwn�IF, r 5l1D1=M CNWN® NNM COMPM= INC. nivwu.m rx,i. ru ixc. 9/JADATll rpm,. mixw<rwmrtw.rte z..w ux n>,. •v v.nr.r.�xP NICC11/,NIGL I t1C1RICK [NGINEDC DCNWI DVIID DV G[NCRM CONfIVLfOR SITE LOCATION GENERAL NOTES PROJECT INFO. COC[ NIGlANl10N wiuxw vl 9lYlN-INN — i.. idr.ne eo3....................... muex.rm. rtavxamm ,IIInuowrae vewa.owxue�ci +aoon�r DRAWING INDEX MILL mwl IN 1-111, w Z (I) LLI0�� cr x =a�i 3 GITY ANHASSR C) RECEIVED w d o U) SEP 0 5 2014 ,HANHAMPLANNINoDEPT _recc PoHIntRt IN R "ol bN CO�➢t DNSf SCANNED M lYN® W batek eNNr4iMM.ilYwiiX Client Site Development Plans VENTURE PASS for PARTNERS, LLC Chanhassen Specialty Grocery Project CHANHASSEN SPECIALTY GROCERY Chanhassen, Minnesota L, Location Presented by. IVIN SSEN, MN Venture Pass Partners, LLC Certification �.1 III �1 Nfl�' LJ li'"�Z��Lxs p RK— A 4 PIX- .coasuttaorcantncrust: O° 'y C"` „M _- Sumary ` S yN^' <x'' SNF[i 1NnfN [rvltw xNaj gx _ a ~ ' °vrriinr is...-u '"YYw`:aµcw ,I>m IIAT� SKIT` "IX`� ° # JI.. I III Re s o—lv i n HlsTary rmm� su I.uaw � Mxxr,oax,. rex ssYa fN0.1 rM RY. 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Client VENTURE PASS PARTNERS, LLC (�irrm�n[.IksS @n7MtNi Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification PA P OAS G Summary Re slRI�IIIovalstoITM/ry Sheet Title DEMOLITION PLAN Sheet No. Revision C2.02 Project No. VLN20145 SCANNED �GENEMLEROSIONNOTFS ILIuvoN n M SITE LOtAiIOH MRY �IISGS MRY sommEMMNTENANCE —!o MUIN IN E PROTECTION IIP-21 :.:battik Client VENTURE PASS PARTNERS, LLC �Nnx[,fMss'Pamrt�u to ect CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN CertHkatlun.,E�— umma� ry Revision History Sheet Title EROSION CONTROL DETAILS C5.03 Project No. vl Nimns SCANNED TYPICAL Eft CATCHH BASIN XNNIfflRWG EXT 3103 1 FLARED ENO SECTIPv ,A w.[_ PMMAMIO OESMTIENf iuw �' ]LOB .. )� MIN 1WICAL Y DIAMETER CATCH BASIN MANHOLE L i pEVMIYEHI �Ai 3102 • �u4 Mmn� e,ml-- A. N.N t ,'�a PY• �r lomam [ql Mw� r r �r 1Y?ICAL CAM VALVE LIM.tlNE.. 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PIPE EWXK . of PENI " w 2203 01 MCESSIBIF PARKING SIGN one RIP RAP all DE1Ah vnnlYFNi wA ci b0) T�m4s.ksru W..o..'e,.�. ..�..,,�.. �d o w I�1 7r,..wr.amw.mmauwwvw:uuw.•un,�'v.;�.�w o'.; .w,o,�•", M..aw�o.....ouw Iw�PWF)TRWI OORBRAMP sEnICNwA Samb&k Client VENTURE PASS PARTNERS, LLC (�tNRlliF, P.us' IMnntn"s, Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification Summary n Revslo— n Him o..w nu2NN� Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.02 Project No. VEN20145 SCANNED l�.'� &NMINWS YIVFMFM SFlTf1e3 F� ��• _ I � CDE� CONCRUEFGVFMEM SEM s r,� r moEux.cmm maom"M.M.°.wwa Client VENTURE PASS PARTNERS, LLC &fNMf.l A,55'RLRIHRS Project CHANHASSEN SPECIALTY GROCERY Location CHANHASSEN, MN Certification umma� Wiw RevisionNHistory Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.03 Project No. VEN20145 SCANNED i�✓�u�vtww. T; c•.� c�Ca•4NrY�(�e `G�Wec r. dpSur•��F•o. off- /Ylrl� „prY/ -d4r 1-1f3b 4w;kc 60. ,- 7 Ccti 13Z1ft10 c.D 132I-tci I 6TH AVE N 194.00 (doc L-127.93 R-1005.78 A-7'17'17- Area: 2.93 SO FT RLS DATA A MPLS PROPERTY DOC. NO. 4797561 COMMON DATA Intersection of S. line of 6th Ave and SW'ly line of 5th St North• per location of RLS lines 0.36 SSO) �6 S 4ag -141 S00 -----1.53 0 3g S6 23. 0o.22' tSJy Reference for 0.10 (one -tenth of a foot) _ 1 o.zz it S� 0 NO SCALE Sketch is exaggerated to show detail . IO.dT �v 77 e 00 tl o 0 aoeA.� cwe m..i e a.w�aw..... PEDESTRIAN SIDEWALK RAMP aw�r 2 ADA PARKING STALL LAYOUT n SIDGWALK DETAIL .o,raMro«ora.. >n.e v. e. rom, w.a.+xnnmon.cr.e. z. vmm cnr wn.:u., mrw..eu wa.m>o..u..raacere r�eane w� a �n�n�wacm mroaxa.r ioimr wervua. G B6-�12 CURD fi H 1 HI ' .., oi�i ►.I Mi I In � OR A, j j��� �p� ��Y� iillll�ltlllllllllllilMe Me as D CW MW UKCCN WALL UCIAIL mu. n MANDICAP SIGN LJ a,�az- �,o m SCANNED BIB TREE PLANTING ° EXI5TING TREUSHRUB PROTECTION aaom. m" 2 PERENNIAL I BNItUB MAWnNG 4 BOD INBTALUTION 5 H I TGOMER HITECT } ZU LU p B � c m cr Qom` S��e� Z Ja 2 C-) r a. U in EUMINp0.Y. .P0.N0�00.,�N GpNS wlnsrwrc oerau L4.0 SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2014-29 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 7, 2014, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for preliminary plat of 2.71 acres into three lots; and Site Plan Review for a 14,000 square -foot specialty grocery store on property zoned Planned Unit Development (PUD) and located on Outlot B, Villages on the Ponds 4'h Addition. Applicant: Venture Pass Partners, LLC. Owner: Northcott Company. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2014-29 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP, Senior Planner Email: bg_encrousna ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on September 25, 2014) SCANNED Property Card Taxpayer Information Taxpayer Name NORTHCOTTCOMPANY Mailing Address 250 EAST LAKE DR CHANHASSEN, MN 55317-9364 Property Address Address Uses Tax Description Building Style Year Built City Parcel ID Number 258460030 Parcel Information Commercial GIS Acres 2.71 Tax Acres Plat VILLAGES ON THE PONDS 4TH ADDN Lot Block OUTLOT B Building Information Finished Sq Ft Other Garage N Miscellaneous Information School District Watershed District Homestead 0112 WS 064 RILEY PURG BLUFF N CREEK Assessor Information Bedrooms Bathrooms Green Acres Ag Preserve N N Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Land $871,600.00 $871,600.00 Date of Sale 11/30/2001 Building $0.00 $0.00 Sale Value $895,774.00 Total $871,600.00 $871,600.00 Qualified/ Q Unqualified AM Disclaimer: This mfmmabon is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein antl is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03. Subd. 21 (2000). and the user of this service acknowledges that the County shall not be liable for any damages, and qw expressly waves all claims. and agrees to defend. indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents. or third parties which arise out of the user's access or use of data provided. COUNTY Monday, September 08, 2014 Carver County, MN Page 1 of 1 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: September 9, 2014 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: September 25, 2014 By: Robert Generous, Senior Planner Subject: Request for preliminary plat of 2.71 acres into three lots; and Site Plan Review for a 14,000 square -foot specialty grocery store on property zoned Planned Unit Development (PUD) and located on Oudot B, Villages on the Ponds 4d Addition. Applicant: Venture Pass Partners, LLC Owner: Northcott Company Planning Case: 2014-29 PID: 25-8460030 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on September 5, 2014. The 60-day review period ends November 4, 2014. In order for us 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. This application is scheduled for consideration by the Chanhassen Planning Commission on October 7, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than September 25, 2014. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Medincom 12. CenterPoint Energy Minnegasco 13. Villages on the Ponds Association, Inc. SCANNED Chanhassen Specialty Retail -Planning Case 2014-29 $640.00 Site Plan Review ($500 for $140) $300.00 Subdivision (3 lots or less) $200.00 Notification Sign $33.00 Property Owners List (11 x $3 per address) $100.00 Escrow for filing fees (Subdivision & Site Plan Agreement) $250.00 Final Plat $450.00 Final Plat Attorney Fees Escrow $1,973.00 TOTAL $1,800.00 Paid Check 8094 from Venture Pass Partners, LLC $173.00 Paid Check 8096 from Venture Pass Partners, LLC $0.00 BALANCE OWED SCANNED CITY OF CHANHASSEN P O.BOX 147 CHANHASSEN MN 55317 09/09/2014 10:17 AM Receipt No. 00262057 CLERK: AshleyM PAYEE: Venture Pass Partners, LLC 19620 Waterford Court Shorewood MN 55331- Chanhassen Specialty Retail- Planning Case 2014-29 ------------------------------------------------------- Site Plan Review 140.00 GIS List 33.00 Total Cash Check 8096 Change 173.00 0.00 173.00 0.00 Venture Pass Partners, LLC 8096 Mity of Chanhassen 9/8/2014 Date Type Reference Original Amt. Balance Due Discount PaymBnt 9/8/2014 Bill app fees 173.00 173.00 173.00 Check Amount 173.'06 SCANNED r+ Bremer Bank Checkin 173.Q0 CICY OF CHANHASSEN P O•BOX 147 CHANHASSEN MN 55317 09/08/2014 3:22 PM Receipt No. 00262053 CLERK: AshleyM PAYEE: Venture Pass Partners, LL 19620 Waterford Court Shorewood MN 55331- Chanhassen Specialty Retail- Planning Case 2014-29 ------------------------------------------------------- Site Plan Review 500.00 Sign Rent 200.00 Recording Fees 100.00 Subdivision 300.00 Final Plat 250.00 Final Plat Attorney Fees 450.00 Total Cash Check 8094 Change 1,800.00 0.00 1,800.00 0.00 SCANNED Venture Pass Partners, LLC IM _City of Chanhassen Date Type Reference 9f3/2014 Bill city application fee Bremer Bank Checkin 9/3/2014 Original Amt. Balance Due Discount Payment 1,800.00 1,800.00 1,800.00 Check Amount 1,800.00, 1,800.00 . Generous, Bob From: Generous, Bob Sent: Tuesday, September 02, 2014 12:20 PM To: 'Randy Rauwerdink' Subject: RE: Outlot B apps and fees yes From: Randy Rauwerdink [mailto:RRauwerdink(cbVENTUREPASS.NET] Sent: Tuesday, September 02, 2014 11:29 AM To: Generous, Bob Subject: RE: Outlot B apps and fees Should that be the check total at time of app? Randy Rauwerdink Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 612.801.4313 rrauwerdink(cDventureoass net /VENTURE PASS .PARTNERS From: Generous, Bob [mailto:baenerousCalci.chanhassen.mn.us] Sent: Tuesday, September 02, 2014 11:14 AM To: Randy Rauwerdink Subject: RE: Outlot B apps and fees Hi Randy, Here is my best estimate of the development review fees: Site Plan: 500 + 10 per 1,000 sq. ft. $640✓ (assume 14,000 sq. ft. bldg.) Sub. 3 lots or less (Preliminary) $300 Final Plat $250 Recording Fees (site plan & plat) $100. Attorney's fee $450 Mailing List (assume 20 parcels) $ 60 — a✓3 Total $1,800 Bob cjiC�n a,00 From: Randy Rauwerdink [mailto: RRauwerdinUIVENTUREPASS.NET] Sent: Tuesday, September 02, 2014 10:01 AM To: Generous, Bob Subject: Outlot B apps and fees SCANNED Bob, can you help walk through/summarize the app fees that I will need to cut check for with our Sept 5 submittal. Looks like we need some input from you, e.g. $3/address x ? On the Subdivision app is it just the Final Plat? • Application for Development Review • Site Plan Review • Subdivision Application (final plat) plat one parcel plus outlot for Pond Promenade Rd and outlot for future phase 2 Randy Rauwerdink Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 612.801.4313 rrauwerdinkt7a ventureoass.net / ENTURE PASS PARTNERS Meuwissen, Kim From: Meuwissen, Kim Sent: Monday, September 08, 2014 2:55 PM To: rrauwerdink@venturepass.net' Cc: Generous, Bob Subject: Chanhassen Specialty Grocery Development Application Fee Attachments: 14-29 Fee Breakdown.xls Randy, Attached is the fee breakdown for the referenced development application. Thank you for your recent payment of $1,800. Please remit the difference of $173 payable to the City of Chanhassen to my attention at your earliest convenience. Thankyoul 0 Kiut Memvissen Sr. Communication.VAdministrative Support Specialist 952-227-1107 Am euwissenCcuci. chanhassen. mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 © FaacFebook SCANNED MEMORANDUM CITY OF TO: Robert Generous, Senior Planner CHANHASSEN FROM: Todd Hoffman, Park & Recreation Director 7700 Market Boulevard DATE: September 12, 2014 PO Box 147 Chanhassen, MN 55317 SUBJ: Outlot B Villages on the Ponds 4m Addition: Recommendation Concerning Park & Trail Conditions of Approval Administration Phone:952.227.1100 PARKS Fax:952.227.1110 Building Inspections This property is located within the community park service area for Lake Susan Phone: 952.2271180 Community Park and the neighborhood park service area for Rice Marsh Lake Fax: 952.227.1190 Neighborhood Park. Employees and visitors to the specialty grocery store will have convenient access to these publicly -maintained park and recreation facilities. Lake Engineering Susan Park is 33 acres in size and features large playgrounds, basketball court, picnic Phone: 22100 Fax: 95252.227.171170 shelter, tennis courts, archery range, public water access, fishing pier and a ballfield. Ample off-street parking is available at the park. Finance Phone: 952.227,1140 Rice Marsh Lake Park is four acres in size and features a playground, ballfield, Fax: 952.227.1110 basketball court, volleyball court and a small picnic shelter. Off-street parking is available. No additional parkland acquisition is being recommended as a condition of Park & Recreation this subdivision. Phone:952.227.1120 Fax:952.227.1110 TRAILS Recreation Center 2310 Coulter Boulevard The subject site has convenient access to the public trails along Great Plains Boulevard, Phone: 952.227.1400 the three-mile Rice Marsh Lake Trail Loop and the Lakeside trail route to Lake Susan Fax: 952,227.1404 Park. No additional trail construction is being recommended as a condition of this Planning & subdivision. Natural Resources Phone: 952.227.1130 PARK AND TRAIL CONDITIONS OF APPROVAL Fax: 952.227.1110 Full park fees in lieu of additional parkland dedication and/or trail construction shall be Public works collected as a condition of approval for Outlot B, Villages on the Ponds 0 Addition. 7901 Park Place The park fees will be collected in full at the rate in force upon final plat submission and Phone: 952.227.1300 approval. Based upon the current commercial park fee rate of $12,500 per acre, the total Fax:952.227.1310 park fees would be $33,875. Senior Center Phone:952.227.1125 Fax: 952.227.1110 gApla„\2014 planning cases\2014-29 chanhassen special ty grocery\park and recreation referral response memo 09-12-2014.docx Web Site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow VILLAGES ON THE PONDS 10TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 10TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. ( \ \ In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to r- ♦i be signed by its proper officer this day of 20 Signed: \ r 1 r r • I% r— r` I \ f r r r ♦ ,% r— /` IN e I r r 1 r— r0 IN i 1 r\ I, NORTH S89045'070W 148.3 B ,as \/ 11 1 /\ I CI- - `. \/ I I 1 /\ I ter•- `. I 11\I I F-I r- fI l I I\II I `� —� •�- y' • I L_ L_ /-\ v L_ a I r 1 �_ L_ /'\ v �_ a y r ♦ %r 1 Li v M LS14675 L\ 19.84> o a IN r\ r\ A r\ rN, 1 —1— 1 r\ 1 / \\ —101— <frI I /\ I II II I II II\I / \� I � I_ STATE OF MINNESOTA I .. 1 \ �i /-\ �i Li I 1 1 %r 1 ♦ r''�83 0`03»E 71.44--. L_ i ♦„ �-' Ir-I COUNTYOF i i i\i I r� r- I 11__- —o — J I f0 60 1Mw �0 o Fp3S1561z The foregoing instrument was acknowledged before me this day of 20 b � g g g Y Y a%Z--SENT_--' as of Pond Promenade Ventures, LLC, a Minnesota limited liability company, on behalf of I & 0nu1Y EA r the company. r. i� • 1 rN i r `i - DRAINAGE I No I . v 11 LJ o EAST _ po`Z�4 /� I _: s ij 18.20 : L=121.70 R=320.00 , -' Ov1 Vol N I Z- Notary Public, County, Minnesota — '� -� My Commission Expires �, I o — — — — S89e 45 07 W 188.31 i r\ I hereby certify that I have surveyed and platted the property described on this plat as VILLAGES ON THE PONDS 10TH ADDITION; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated other than as shown. Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Surveyor. Notary Public, County, Minnesota My Commission Expires CITY COUNCIL, CHANHASSEN, MINNESOTA I hereby certify that on the 0 day of Mayor By: COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA 20 by Marcus F. Hampton, a Licensed Land 20 the City Council of the City of Chanhassen, Minnesota, approved this plat. Clerk Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 20 John E. Freemyer, County Surveyor COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in 120_ By: Laurie Davies, County Auditor/ I reasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA and prior years have been paid for land described on this plat. Dated this day of I hereby certify that this plat of VILLAGES ON THE PONDS 10TH ADDITION was filed this day of .M. as Document No. By: Matt Lundgren, County Recorder 20, at o'clock o j g1�°0�• I i I p �4.44 p2�9 I M i ao I 26.39 pa12 I ; S83009°04 W LOT 1 g iaD in P I/D `t• C Cr I tN00 I Z i �w� 1N BLOCK 1 Ilk` I , g16g �\ :3 MW r� �i W10 I i �s gID°45 \ f, TP „yy �� — S89045'07"W 155.30 1\ 10 •' \F Sv °g OUTLOT B P0PI0 r I^ 3 I LE� 05/19/2014: — — — / / jr, 0 1 j' `SOS\�,>,� � •s r ,-_- 'I N Jr. 00 wP�it - - DRAINAGE U71LITY EA-VUENT - ' I ,m — �pcF/�' _------1-— — — — — — — — — — — — — — — — - J F \s _----- P r Lit N89045'07 E 118.620 too 00 _ 1 \/ I I I /\ I. F- `� I I I\1 1 Fti F- FI I 11\1 I I 1� V D4y��69 \` \ i2��� . 11._ {._ I-\ .. I__ .. .. I • I I21 L_ 1 %I I . BENCHMARK TNH:949.94 11 CITY OFCHANHASSEP RECEIVED SEP 0 5 2014 CHANHAMPLAMWNQDEPT /. NORTH 0 30 60 SCALE IN FEET O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO.47481. DENOTES 1/2 INCH IRON MONUMENT FOUND. THE EAST LINE OF OUTLOT B, VILLAGES BY THE PONDS 4TH ADDITION, IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 14 MINUTES 53 SECONDS EAST. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 60 r-♦ _1_ ♦_r SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING This CD contains confidential information and is intended only for the intended recipients. If you are not the intended recipient you should not disseminate, distribute or copy this CD. Please notify sender if you received this in error. This CD cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. TMI therefore does not accept liability for any errors or omissions in the contents of this CD, which arise as a result of transmission. If verification is required r. please request a hard -copy version. ' Tushie Montgomery Architects Suite Number 100 7645 Lyndale Avenue South Minneapolis, MN 55423 Phone: 612-861-9636 Fax: 612-861-9632 Email: administrator@tmiarchitects.com T U S H I E ARCHITECTS Project Namee�l�/�itl Project Number Date' t� -A T U S H I E MONTGOMERY ARCHITECTS aaQwnN qor >5aA Y« OtuBN a®Pio,J .. Jm W041 algeuue*g-UON Sambatek Engineering I I Planning I STORMWATER MANAGEMENT PLAN CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN CITY WV*E N SEP 0 5 2014 CHAWASIRANIpRpM" PREPARED BY: JESSICA TELLO SEPTEMBER 4, 2014 SCANNED Chanhassen Retail Stormwater Management Plan PROJECT INTRODUCTION September 4, 2014 Page 2 The proposed project is a retail development located at the northwest quadrant of the intersection of Lake Drive and Main Street in Chanhassen, MN. The City of Chanhassen is the permitting authority in the area. The project has been designed to meet the requirements of the City of Chanhassen. Rate control and water control are met onsite through the use of an EcoStorm and filtration system. EXISTING CONDITIONS The existing site is a 2.7 acre lot bordered by Lake Drive and Main Street to the southeast and parking to the northwest. Existing impervious onsite measures 1.27 acres and consists of pavement and gravel associated with the parking areas to the northeast. The remainder of the site is covered in vegetation. Soils on site are clays, which may be classed as Hydraulic Soil Group type D. The west portion of site drains to existing catch basins in the southwest, the central portion of the site drains south, and the northeast and southeast comers of the site drain in their respective directions. The site receives offs to runoff from 0.28 acres to the northwest. The development drains to a regional pond, but there is no onsite stormwater management system in place. PROPOSED CONDITIONS The proposed development is a retail center. The development will contain two phases. Phase 1 includes a 14,000 sf building with associated parking and sidewalks, totaling 1.86 acres of impervious area. Due to the clay soils on site, infiltration is not feasible and filtration will be pursued instead. Stormwater runoff in Phase 1 will be routed to an EcoStorm pretreatment system and then to a sand filtration system. Phase 2 expands Phase 1 to include an 8,100 sf building with additional parking, for a combined total of 2.28 acres of impervious area. In Phase 2, a Triton system will be added above the sand filtration system and the parking lot expansion will be built above the stormwater management system. Chanhassen Retail Stormwater Management Plan RATE CONTROL September 4, 2014 Page 3 The development drains to a regional pond, but additional rate control is provided onsite. The stormwater calculations were performed in HydroCAD for the existing and proposed conditions. The model uses the SCS Type II, 24 hour storm durations for the 2-, 10-, and 100-year events. The results of the runoff rate comparison are summarized in the table below and additional details can be found in the attached calculations and drainage diagrams. Maximum Rate of Runoff (cfs) Total Proposed Total Proposed Storm Event Total Existing Phase 1 Phase 2 2-year 7.68 7.32 7.56 10-year 13.03 11.16 10.64 100-year 25.37 18.33 18.62 WATER QUALITY Water quality is met onsite through the use of an EcoStorm system and a sand filtration bed. See the volume reduction section. VOLUME REDUCTION Infiltration onsite is not feasible due to the clay soils present. In lieu of infiltration, the treatment volume is passed through a sand infiltration bed. The calculated treatment value is for full build out of Phase 2. The required filtration volume for Phase 1 is 7,443 cf and 9113 cf for Phase 2. Under the Phase 1 condition, 13,391 cf is treated, and under the Phase 2 condition, 15,645 cf is treated. Required Treatment Volume(ft3) = V;nf = 1.1(in) • 1ft12 in %New Impervious Area (ft2) V;,,r(ft3)=1.1(in)• lft •99413(ft')=9113ft3 12 in Chanhassen Retail Stormwater Management Plan EMERGENCY OVERFLOW September 4, 2014 Page 4 In the event of a clog in the system or a rainfall event larger than the 100-year,24 hour storm, the site will drain south in a similar manner as the existing condition. EROSION & SEDIMENT CONTROL A comprehensive Stormwater Pollution Prevention Plan meeting the requirements of the 2013 MPCA NPDES permit will be developed as part of the proposed plans. SUMMARY The proposed Chanhassen Specialy Grocery project will meet the requirements of the City of Chanhassen through construction of an EcoStorm and sand filtration system. These BMPs will provide the required rate control and water quality improvements prior to discharging stormwater runoff from the site to downstream receiving waters. If you have any questions, comments, or additional information regarding this report, please contact me at helloto�.sambatek.com or 763-259-6679. Sambatek, Inc. Jessica Tello, EIT Mike Brandt, PE Chanhassen Retail Stormwater Management Plan Appendix A Drainage Diagrams September 4, 2014 Page 5 �313 o .0 Iad!E+v E. .� ?eat AE o 2 t It 948 Jill R IIIII i 6'MAP =/J a' LEGEND xx LINK APOND xx REACH G SUB -CATCHMENT V.321 323" I� 324 o NORTH 50 SCALE IN FEET ra � gsu"NPV9ewmnmenul 14800 28th Ave. N. Ste 140 Plymouth, Minnesota 55447 17631476.6010 telephone 17631476.8532 facsimile www.mha.com Client VENTURE PASS PARNERS, LLC Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification Summary Approved: vcB Drawn: JOLT Revision History No. Date By Submittal/Rev. Sheet Title EXISTING DRAINAGE MAP Sheet No. Revision 12 Project No. VEN20145 ON Le W-A 1 • V � a� M"frar 148M 28th Ave. N, Ste 140 PrymoutN Minnesota 55447 V631476.6010 telephone 17631476.8532 facsimile www.mfra.com Client VENTURE PASS PARTNERS, LLC Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification Summary Approved:MCB Drawn:im Revision History No. Date By Submittal/Rev. Sheet Title PROPOSED DRAINAGE MAP Sheet No. Revision 2 2 Project No. VEN20145 Seo 04.2014-4:09pm-Useo554 L:\PROEQS\VEN20145\dwg\20145-DRNBP E.dwg Chanhassen Retail Stormwater Management Plan Appendix B HydroCAD Calculations September 4, 2014 Page 6 1X 2X 3X 4X Existing Wes Existing C ntral Ex' ting NE Existing SE [5R] Total Subcat Reach on Link Routing Diagram for VEN20M - Existing Hydrocad Prepared by Hewlett-Packard Company, Printed 9/3/2014 Hy( CAD®10.00 s/n 00887 ® 2012 HydroCAD Software Solutions LLC VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Con Area Listing (selected nodes) Area CN Description (sq-ft) (subcatchment-numbers) 78,345 80 >75% Grass cover, Good, HSG D (1 X, 2X, 3X, 4X) 44,227 98 Paved parking, HSG C (1 X, 2X, 3X) 11,075 98 Water Surface, HSG D (2X) 133,647 87 TOTAL AREA Printed 9/3/2014 VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 3 Soil Listing (selected nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 44,227 HSG C 1X, 2X, 3X 89,420 HSG D 1 X, 2X, 3X, 4X 0 Other 133,647 TOTAL AREA VEN2O145 - Existing Hydrocad Prepared by Hewlett-Packard Con Printed 9/3/2014 Ground Covers (selected nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover 0 0 0 78,345 0 78,345 >75% Grass cover, Good 0 0 44,227 0 0 44,227 Paved parking 0 0 0 11,075 0 11,075 Water Surface 0 0 44,227 89,420 0 133,647 TOTAL AREA Su Nu VEN20145 - Existing Hydrocad Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HVdroCAD Software Solutions LLC Paae 5 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1X: Existing West Runoff Area=23,020 sf 97.90% Impervious Runoff Depth=2.61" Tc=10.0 min CN=80/98 Runoff=1.86 cis 5,002 cf Subcatchment 2X: Existing Central Runoff Area=101,325 sf 30.12% Impervious Runoff Depth=1.60" Tc=10.0 min CN=80/98 Runoff=5.36 cfs 13,516 cf Subcatchment 3X: Existing NE Runoff Area=3,493 sf 64.41% Impervious Runoff Depth=2.11" Tc=10.0 min CN=80/98 Runoff=0.23 cfs 614 cf Subcatchment 4X: Existing SE Runoff Area=5,809 sf 0.00% Impervious Runoff Depth=1.15" Tc=10.0 min CN=80/0 Runoff=0.24 cfs 558 cf Reach 5R: Total Inflow=7.68 cfs 19,691 cf Outflow=7.68 cis 19,691 cf Total Runoff Area =133,647 sf Runoff Volume =19,691 cf Average Runoff Depth =1.77" 58.62% Pervious = 78,345 sf 41.38% Impervious = 55,302 sf VEN20145 - Existing Hydrocad Type // 24-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Pace 6 Summary for Subcatchment 1X: Existing West Runoff = 1.86 cfs @ 12.01 hrs, Volume= 5,002 cf, Depth= 2.61" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 22,536 98 Paved parking, HSG C 484 80 >75% Grass cover, Good, HSG D 23,020 98 Weighted Average 484 80 2.10% Pervious Area 22,536 98 97.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1X: Existing West Hydrograph 2 -- ------------ - ---- --. --- - 1.86 cfs Type II 24-hr 2-yr Rainfall_2.87r Runoff Area=23,020 sf Runoff Volume=5,002 cf 1 Runoff Depth_2 61 Tc=10.0 min CN=80/98 01 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — Runoh VEN20145 - Existing Hydrocad Type // 24-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD® 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 7 Summary for Subcatchment 2X: Existing Central Runoff = 5.36 cis @ 12.02 hrs, Volume= 13,516 cf, Depth= 1.60" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Descriotion 11,075 98 Water Surface, HSG D 19,441 98 Paved parking, HSG C 70,809 80 >75% Grass cover, Good, HSG D 101,325 85 Weighted Average 70,809 80 69.88% Pervious Area 30,516 98 30.12% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Subcatchment 2X: Existing Central Hydrograph — RunoH Type 1124-hr - 2-yr Rainfall=2.87" Runoff Area=101,325 sf Runoff Volume=13,516 cf Runoff Depth=1.60" Tc=10.0 min CN=80/98 _j 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 'nme (hours) VEN20145 - Existing Hydrocad Type 1124-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 8 Summary for Subcatchment 3X: Existing NE Runoff = 0.23 cfs @ 12.01 hrs, Volume= 614 cf, Depth= 2.11" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 2,250 98 Paved parking, HSG C _ 1,243 80 >75%Grass cover, Good, HSG D 3,493 92 Weighted Average 1,243 80 35.59% Pervious Area 2,250 98 64.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 3X: Existing NE Hydrograph — RunaN 0.21 0.2 0.1- 0.18-..-.__-__ ..... 0.17 - ---------- 0.16 ..-----... 0.1 u 0.14 - - — - - - - 3 0.13 - _. --.- - - - Oil 0.1 0.09 0.08 n07 -. ----- - Type H 24-hr 2-yr Rainfall=2.87" Runoff Area_3,493 sf Runoff Volume=614 cf- Runoff Depth=2.11" Tc=10.0 min CN=80198 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) VEN20145 - Existing Hydrocad Type 1124-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 9 Summary for Subcatchment 4X: Existing SE Runoff = 0.24 cfs @ 12.02 hrs, Volume= 558 cf, Depth= 1.15" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 5,809 80 >75% Grass cover, Good, HSG D 5,809 80 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 4X: Existing SE Hydrograph 0.26------. -- ---- 0.20.24 0.24 -_- ___ _'_. - - _ cfs - - 0.23 0.22- - ---- - --- - Type .1124-hr 0.21 ---- 0.; -2-yr Rainfall_2.87" o, 017 -- - Runoff Area=5,809 sf 0.16 ----------- - 0'6 - Runoff Volume=558 cf S 0.13 LL 0.12 -- -- Runoff Depth-1.15" 0.11 - __----__-.. o., - - - - --- ---- -- min oM9 0.08—--- - --- -_ 0.07 - --- - -- -- --- -T_c=10.0 - _. - - ------ - ----- -- CN=80/0 -- ----- --- -- ---- - _. - 0.0 --._ -- ---. 0.05 -----__.- - -----.-- - - _. ------ --- -__._. _.__ _.- - ------------- — ------------._--- 0.04 _..-_ _. --- 0.03-------- _. -------- _ _ - ----.------ ----- - - ___ _---- - - ---_ _ 0.0 -- —--------_.. �n, -- - - - -- ---------------------------- _ ---- 4 6 8 10 12 14 16 18 20 22 24 26 Time (hours) VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Corr Type // 24-hr 2-yr Rainfall=2.87' Printed 9/3/2014 Summary for Reach 5R: Total [40] Hint: Not Described (Outflow= I nf low) Inflow Area = 133,647 sf, 41.38% Impervious, Inflow Depth = 1.77" for 2-yr event Inflow = 7.68 cfs @ 12.02 hrs, Volume= 19,691 cf Outflow = 7.68 cfs @ 12.02 hrs, Volume= 19,691 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 5R: Total Hydrograph 'w 'u 3 U. LL n 2 n a a in 19 ie is is 2n n 24 26 2A 30 32 34 36 38 40 42 44 46 4 Time (hours) Inflow Outllow VEN20145 - Existing Hydrocad Type 1124-hr 10-yr Rainfall=4.27 Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 ©2012 HVdroCAD Software Solutions LLC Paae 11 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1X: Existing West Runoff Area=23,020 sf 97.90% Impervious Runoff Depth=4.00" Tc=10.0 min CN=80/98 Runoff=2.80 cfs 7,668 cf Subcatchment 2X: Existing Central Runoff Area=101,325 sf 30.12% Impervious Runoff Depth=2.80" Tc=10.0 min CN=80/98 Runoff=9.40 cfs 23,636 cf Subcatchment 3X: Existing NE Runoff Area=3,493 st 64.41% Impervious Runoff Depth=3.41" Tc=10.0 min CN=80/98 Runoff=0.37 cfs 991 cf Subcatchment 4X: Existing SE Runoff Area=5,809 sf 0.00% Impervious Runoff Depth=2.27' Tc=10.0 min CN=80/0 Runoff=0.46 cfs 1,097 cf Reach 5R: Total Inflow=13.03 cfs 33,392 cf Oufflow=13.03 cis 33,392 of Total Runoff Area =133,647 sf Runoff Volume = 33,392 cf Average Runoff Depth = 3.00" 58.62% Pervious = 78,345 sf 41.38% Impervious = 55,302 sf VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Con Type 1124-hr 10-yr Rainfall=4.27' Printed 9/3/2014 Summary for Subcatchment 1X: Existing West Runoff = 2.80 cfs @ 12.01 hrs, Volume= 7,668 cf, Depth= 4.00" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 22,536 98 Paved parking, HSG C 484 80 >75% Grass cover. Good, HSG D 23,020 98 Weighted Average 484 80 2.10% Pervious Area 22,536 98 97.90% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, 6 Subcatchment 1X: Existing West Hydrograph Type II 24-hr 10-yr Rainfall=4.27" Runoff Area=23,020 sf Runoff Volume=7,668 cf Runoff Depth=4.00" Tc=10.0 min £N=80f98 Time (hours) 34 36 38 40 42 44 46 4 — RunoN VEN20145 - Existing Hydrocad Type 1124-hr 10-yr Rainfall=4.27 Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD@ 10.00 s/n 00887 @ 2012 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 2X: Existing Central Runoff = 9.40 cfs @ 12.01 hrs, Volume= 23,636 cf, Depth= 2.80" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 11,075 98 Water Surface, HSG D 19,441 98 Paved parking, HSG C 70,809 80 >75% Grass cover, Good, HSG D 101,325 85 Weighted Average 70,809 80 69.88% Pervious Area 30,516 98 30.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 3 LL Subcatchment 2X: Existing Central Hydrograph Type 11 24-h r 10-yr Rainfall=4.27" Runoff Area=101,325 sf Runoff Volume=23,636 cf Runoff Depth=2.80" Tc=10.0 min CN_80%98 a in rq is is is �n PP 9a �a - - - �- Time (hours) — RunaN VEN20145 - Existing Hydrocad Type 1124-hr 10-yr Rainfall=4.27 Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 14 Summary for Subcatchment 3X: Existing NE Runoff = 0.37 cfs @ 12.01 hrs, Volume= 991 cf, Depth= 3.41" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Descriotion 2,250 98 Paved parking, HSG C _1,243 80 >75%Grass cover, Good HSG D 3,493 92 Weighted Average 1,243 80 35.59% Pervious Area 2,250 98 64.41% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Subcatchment 3X: Existing NE Hydrograph 0.4 - 0.38 - 0.3 0.34 - - - - - - - Type Il 24-hr- .32 0 0.3 - 10-yr Rainfall_4.27" 0.26 - - --- -- Runoff Area=3,493 sf. 0.22 ---------- --- - - Runoff Volume=9.9t-cf- 01B Runoff Depth-3.41" 0.1 o.,4 - Tc-10-.0 min a 00.1 -- -. -.------------------ ---- - CN_80/98 - 0.08 -- ----------- ----.- ---------------------------------- ----- -- 0.06 _-----_------ .__ 0.04 ---- __--- .----- 0.02 - - - - - - - - - - - - - - - - - - - - 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — Runoff VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Con Type 1124-hr 10-yr Rainfall=4.27' Printed 9/3/2014 Summary for Subcatchment 4X: Existing SE Runoff = 0.46 cfs @ 12.02 hrs, Volume= 1,097 cf, Depth= 2.27" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 5,809 80 >75% Grass cover, Good HSG D 5,809 80 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Subcatchment 4X: Existing SE 0.52 Hydrograph 0.5-..------------_ - -------------- ...._ 0.48 --- -_. _ -. 0.46 cs 0.4--__-__---- - ---------------- -- ----- _. - 0.44---- ---- -- - --- Type ll-24-hr-- -- --------- 0.3&04 - - 10-yr Rainfall_4.27" 0.36 - -- - --------------Runoff Area=5,809sf- 0.3 -__ --._ - ---- ------- -- - - - - -- - 03 - Runoff Volume=1,097 cf u 0.2e ---------- A 0.26 - - - Runoff Depth=2.27" - 0.24 ------ - ------ ------------- u.0.22 _____ ______ ____._ --_--- - -.-- -- --- 0.2 - -- -- - - -- - -- -- Tc_10.0 min 0.18 - -- - ----- -- -- -- --- --- - 0-+ --- ---- - LL --- _ CN_80/0 - 0.14 ------ - __- - 0.12 -- - -. -_.. 0., --- ----- - ----. -- - ---- 0.08 ..-- 0.06 ___-_______. -0.04 --___ -------_--------0.02 --- -------- - -0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — RunoH VEN20145 - Existing Hydrocad Type 1124-hr 10-yr Rainfall=4.27 Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD@ 10 00 s/n 00887 @ 2012 HydroCAD Software Solutions LLC Paae 16 Summary for Reach 5R: Total [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 133,647 sf, 41.38% Impervious, Inflow Depth = 3.00" for 10-yr event Inflow = 13.03 cfs @ 12.01 hrs, Volume= 33,392 cf Outflow = 13.03 cfs @ 12.01 hrs, Volume= 33,392 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 5R: Total Hydrograph Inflow Outflow 4 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 rime (nwr9) VEN20145 - Existing Hydrocad Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 18 Summary for Subcatchment 1X: Existing West Runoff = 4.88 cfs @ 12.01 hrs, Volume= 13,614 cf, Depth= 7.10" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/]mperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 22,536 98 Paved parking, HSG C 484 80 >75% Grass cover. Good, HSG D 23,020 98 Weighted Average 484 80 2.10% Pervious Area 22,536 98 97.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1X: Existing West Hydrograph — Runoff Type II 24-hr _ 100-yrRainfall=7.38" Runoff Area_23,020 sf Runoff Volume=13,614 cf Runoff Depth=7.10" Tc=10.0 min -- ------CN=80/98 ❑ 9 d A A 1n 19 to 18 1N 9n 99 9G 99 9R Time (hours) VEN20145 - Existing Hydrocad Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 19 Summary for Subcatchment 2X: Existing Central Runoff = 18.79 cis @ 12.01 hrs, Volume= 47,936 cf, Depth= 5.68" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 11,075 98 Water Surface, HSG D 19,441 98 Paved parking, HSG C 70,809 80 >75% Grass cover, Good HSG D 101,325 85 Weighted Average 70,809 80 69.88% Pervious Area 30,516 98 30.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 2X: Existing Central Hydrograph is 18 17 16 ,s 14 13 a 12 1 — 1 LL O - — RunaH Type Il 24-hr ----- 100=yr-Rainfall=7.38" -- -------- ---- ------ --- RunoffArea=101,325 sf Runoff Volume=47,936 cf -Runoff Depth--5.68" - - - --- --- - Tc=10.0 miry CN=80%98- n 9 a a A in 19 ,d 19 19 9n 99 9A 98 9H 3n 99 Time (hours) VEN20145 - Existing Hydrocad Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/3/2014 HydroCAD® 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 3X: Existing NE Runoff = 0.69 cis @ 12.01 hrs, Volume= 1,862 cf, Depth= 6.40" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 2,250 98 Paved parking, HSG C 3,493 92 Weighted Average 1,243 80 35.59% Pervious Area 2,250 98 64.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 0. a 16 LL Subcatchment 3X: Existing NE Hydrograph Type II 24-hr 100-yr Rainfall=7.38rr Runoff Area=3,493 sf Runoff Volume=1,862 cf Runoff Depth=6.40" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hour) —Runoff VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Con Type 1124-hr 100-yr Rainfall=7.38" Printed 9/3/2014 Summary for Subcatchment 4X: Existing SE Runoff = 1.01 cis @ 12.01 hrs, Volume= 2,443 cf, Depth= 5.05" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 5,809 80 >75% Grass cover, Good HSG D 5,809 80 100.00% Pervious Area Tc Length 10.0 Description Direct Entry, Subcatchment 4X: Existing SE Hydrograph Type II 24-hr 100-yr Rainfall=7.38rr Runoff Area=5,809 sf Runoff Volume=2,443 cf Runoff Depth=5.05" Tc=10.0 min CN=80/0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 rime (hours) — Runoff VEN20145 - Existing Hydrocad Prepared by Hewlett-Packard Con Type 1124-hr 100-yr Rainfall=7.38" Printed 9/3/2014 Summary for Reach 5R: Total [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 133,647 sf, 41.38% Impervious, Inflow Depth = 5.91" for 100-yr event Inflow = 25.37 cfs @ 12.01 hrs, Volume= 65,854 cf Outflow = 25.37 cfs @ 12.01 hrs, Volume= 65,854 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs 4 Reach 5R: Total Hydrograph Inflow Area=133,647 sf n 9 n a n ,n ,s 1d in t a2.. 3. . a �n �� �a �6 �8 30 4 36 38 40 42 44 46 4 Time (hours) nflow Outflow Total Site Subca Reach Pon Ll�k VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Area Listing (selected nodes) Area CN Description (sq-ft) (subcatchment-numbers) 40,206 80 >75% Grass cover, Good, HSG D (1 S, 2S, 3S, 4S) 93,440 98 Paved parking, HSG D (1S, 2S, 3S, 4S) 133,646 93 TOTAL AREA Printed 9/4/2014 VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Soil Listing (selected nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 0 HSG C 133,646 HSG D 1S, 2S, 3S, 4S 0 Other 133,646 TOTAL AREA Printed 9/4/2014 VEN2O145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Printed 9/4/2014 HYdroCAD®10 00 s/n 00887 ©2012 HydroCAD Software Solutions LLC Pace 4 Ground Covers (selected nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Su (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover NL 0 0 0 40,206 0 40,206 >75%Grass cover, Good 0 0 0 93,440 0 93,440 Paved parking 0 0 0 133,646 0 133,646 TOTAL AREA VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 02012 HydroCAD Software Solutions LLC Paae 5 Pipe Listing (selected nodes) Line# Node In -Invert Out -Invert Length Slope n DiamMidth Height Inside -Fill Number (feet) (feet) (feet) (ff/ft) (inches) (inches) (inches) 1 3P 940.00 939.50 25.0 0.0200 0.013 12.0 0.0 0.0 VEN20145 - Proposed Hydrocad - PHASE 1 Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HvdroCAD Software Solutions LLC Paae 6 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: P1 West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=2.48" Tc=10.0 min CN=80/98 Runoff=2.42 cfs 6,486 cf Subcatchment 2S: P1 Central Runoff Area=78,572 sf 60.03% Impervious Runoff Depth=2.05" Tc=10.0 min CN=80/98 Runoff=5.12 cfs 13,391 cf Subcatchment 3S: P1 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=2.39" Tc=10.0 min CN=80/98 Runoff=1.61 cfs 4,278 cf Subcatchment 4S: P1 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=1.36" Tc=10.0 min CN=80/98 Runoff =0.10 cfs 257 cf Reach 3R: Total Site Inflow=7.32 cfs 24,412 cf Outflow=7.32 cfs 24,412 cf Pond 313: Sand Filter Bed Peak Elev=941.66' Storage=1,748 cf Inflow=5.12 cfs 13,391 cf Primary=3.36 cfs 13,391 cf Secondary=0.00 cis 0 of Outflow=3.36 cfs 13,391 cf Total Runoff Area = 133,646 sf Runoff Volume = 24,412 cf Average Runoff Depth = 2.19" 30.08% Pervious = 40,206 sf 69.92% Impervious = 93,440 at VEN20145 - Proposed Hydrocad - PHASE 1 Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: P1 West Runoff = 2.42 cfs @ 12.01 hrs, Volume= 6,486 cf, Depth= 2.48" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 28,063 98 Paved parking, HSG D 3,271 80 >75%Grass cover, Good, HSG D 31,334 96 Weighted Average 3,271 80 10.44% Pervious Area 28,063 98 89.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1S: P1 West Hydrograph — Runott Type II 24-hr 2-yr Rainfall_2.87rr Runoff Area=31,334 sf Runoff Volume=6,486 cf Runoff Depth=2.48rr Tc=10.0 min CN=80/98 2 G A A 1n 19 1A 1A 1A 2n 99 94 9A 9A An 32 34 3A 28 - - - �- Time (hours) -- -- VEN20145 - Proposed Hydrocad - PHASE 1 Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD® 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 8 Summary for Subcatchment 2S: P1 Central Runoff = 5.12 cfs @ 12.01 hrs, Volume= 13,391 cf, Depth= 2.05" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87' Area (sf) CN Description 47,168 98 Paved parking, HSG D 31,404 80 >75% Grass cover, Good, HSG D 78,572 91 Weighted Average 31,404 80 39.97% Pervious Area 47,168 98 60.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, m u LL2 Subcatchment 2S: P1 Central Hydrograph Type II 24-hr 2-yr Rainfall=2.87" Runoff Area=78,572 sf Runoff Volume=13,391 cf Runoff Depth=2.05" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 36 rime (hours) — Runott VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type 1124-hr 2-yr Rainfall=2.87 Printed 9/4/2014 Summary for Subcatchment 3S: P1 NE Runoff = 1.61 cfs @ 12.01 hrs, Volume= 4,278 cf, Depth= 2.39" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good, HSG D _ 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 3S: P1 NE Hydrograph Type II 24-hr 2-yr Rainfall_2.87" Runoff Area=21,473 sf Runoff Volume=4,278 cf Runoff Depth=2.39" Tc=10.0 min CN=80/98 32 34 36 38 40 42 44 46 4 Time (noun) — Runofl VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 2-yr Rainfall=2.87 Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 10 Summary for Subcatchment 4S: P1 SE Runoff = 0.10 cfs @ 12.02 hrs, Volume= 257 cf, Depth= 1.36" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 319 98 Paved parkinq, HSG D 1,948 80 >75% Grass cover, Good, HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, LL 0.01 Subcatchment 4S: P1 SE Hydrograph Type II 24-hr 2-yr Rainfall=2.87" Runoff Area=2,267 sf Runoff Volume=257 cf Runoff Depth=1.36" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — Runoff VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type // 24-hr 2-yr Rainfall=2.87' Printed 9/4/2014 Summary for Reach 313: Total Site 140) Hint: Not Described (Outflow=Inflow) Inflow Area = 133,646 sf, 69.92% Impervious, Inflow Depth = 2.19" for 2-yr event Inflow = 7.32 cfs @ 12.02 hrs, Volume= 24,412 cf Outflow = 7.32 cfs @ 12.02 hrs, Volume= 24,412 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs 0 2 4 6 8 10 12 14 Reach 3R: Total Site Hydrograph Inflow Area=133,646 sf rime (hours) 30 32 34 36 38 40 42 44 46 4 Inflow Outllow VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCADO 10.00 s/n 00887 @ 2012 HvdroCAD Software Solutions LLC Pace 12 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 60.03% Impervious, Inflow Depth = 2.05" for 2-yr event Inflow = 5.12 cfs @ 12.01 hrs, Volume= 13,391 cf Outflow = 3.36 cfs @ 12.10 hrs, Volume= 13,391 cf, Atten= 34%, Lag= 5.3 min Primary = 3.36 cfs @ 12.10 hrs, Volume= 13,391 cf Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 941.66' @ 12.10 hrs Surf.Area= 2,537 sf Storage= 1,748 cf Plug -Flow detention time= 13.6 min calculated for 13,391 cf (100% of inflow) Center -of -Mass det. time= 13.5 min ( 792.4 - 779.0 ) Volume Invert Avail.Storage Storage Description #1 940.00' 28,560 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) (%) (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 941.51 2,400 100.0 34 1,384 947.00 7,500 100.0 27,176 28,560 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end w/headwall, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200'P Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Secondary 946.99' 10.0' long x 3.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #4 Device 1 942.00' 27.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads nmary OutFlow Max=3.36 cfs @ 12.10 hrs HW=941.66' (Free Discharge) -Culvert (Passes 3.36 cfs of 4.81 cfs potential flow) 2=Orifice/Grate (Orifice Controls 3.36 cfs @ 5.71 fps) =Orifice/Grate ( Controls 0.00 cfs) secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=940.00' (Free Discharge) 3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) VEN20145 - Proposed Hydrocad - PHASE 1 Type // 24-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 02012 HydroCAD Software Solutions LLC Paae 13 F Pond 3P: Sand Filter Bed Hydrograph — Inflow — Outllow Inflow Area=78,572 sf —Primary — Secondary Peak Elev=941.66' Storage=1,748 cf 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) VEN2O145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 10-yr Rainfall=4.27" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydrOCAD®10.00 s/n 00887 © 2012 HvdroCAD Software Solutions LLC Paae 14 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Star-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment IS: Pt West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=3.85" Tc=10.0 min CN=80/98 Runoff=3.70 cfs 10,053 ci Subcatchment 2S: P1 Central Runoff Area=78,572 sf 60.03% Impervious Runoff Depth=3.33" Tc=10.0 min CN=80/98 Runoff=8.28 cfs 21,791 cf Subcatchment 3S: P1 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=3.74" Tc=10.0 min CN=80/98 Runoff=2.48 cfs 6,692 cf Subcatchment 4S: P1 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=2.52" Tc=10.0 min CN=80/98 Runoff=0.19 cfs 475 ci Reach 3R: Total Site Inflow=11.16 cis 39,010 cf Outflow=11.16 cfs 39,010 ci Pond 3P: Sand Filter Bed Peak Elev=942.21' Storage=3,294 cf Inflow=8.28 cfs 21,791 cf Primary=5.75 cfs 21,791 cf Secondary=0.00 cfs 0 cf Outflow=5.75 cfs 21,791 cf Total Runoff Area=133,646 sf Runoff Volume = 39,010 cf Average Runoff Depth = 3.50" 30,08% Pervious = 40,206 sf 69.920/6 Impervious = 93,440 sf VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type // 24-hr f 0-yr Rainfall=4.27' Printed 9/4/2014 Summary for Subcatchment 1 S: P1 West Runoff = 3.70 cfs @ 12.01 hrs, Volume= 10,053 cf, Depth= 3.85" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 28,063 98 Paved parking, HSG D 3,271 80 >75% Grass cover, Good, HSG D 31,334 96 Weighted Average 3,271 80 10.44% Pervious Area 28,063 98 89.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1S: P1 West Hydrograph a 3.70 cfs Type II 24-hr 3 10-yr Rainfall=4.27" Runoff Area_31,334 sf Runoff Volume=10,053 cf 2 Runoff Depth=3.85" Tc=10.0 min CN=80/98 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 41 Time (hours) — RunoN VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 10-yr Rainfall=4.27' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 16 Summary for Subcatchment 2S: P1 Central Runoff = 8.28 cfs @ 12.01 hrs, Volume= 21,791 cf, Depth= 3.33" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27' Area (sf) CN Descriotion 47,168 98 Paved parking, HSG D 31,404 80 >75%Grass cover, Good, HSG D 78,572 91 Weighted Average 31,404 80 39.97% Pervious Area 47,168 98 60.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 2S: P1 Central Hydrograph — Runofi Type 1124-h r 10-yr Rainfall=4.27r Runoff Area=78,572 sf Runoff Volume_21,791 cf Runoff Depth_3.33" Tc=10.0 min CN=80/98 n 9 e a a m ,l ie ic- 19 on o9 9a �a OR an w ae as sa an aP to aF a Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type // 24-hr 10-yr Rainfall=4.27' Printed 9/4/2014 Summary for Subcatchment 3S: P1 NE Runoff = 2.48 cfs @ 12.01 hrs, Volume= 6,692 cf, Depth= 3.74" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good, HSG D 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31 % Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Subcatchment 3S: P1 NE Hydrograph — Runo6 Type II 24-hr 10-yr Rainfall=4.27' Runoff Area=21,473 sf Runoff Volume=6,692 cf Runoff Depth=3.74" Tc=10.0 min CN=80/98 14 _1fi_ 1A 40 22 24 26 28 30 32 34 36 38 40 42 44 46 4 Time (haun) VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type 1124-hr 10-yr Rainfall=4.27' Printed 9/4/2014 Summary for Subcatchment 4S: P1 SE Runoff = 0.19 cfs Qa 12.02 hrs, Volume= 475 cf, Depth= 2.52" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 319 98 Paved parking, HSG D 1,948 80 >75% Grass cover, Good, HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 4S: P1 SE Hydrograph 0.19 0.18 - Type II 24-hr 0.17 0.16 10-yr Rainfall=4.27rr 0.15 0.14 Runoff Area=2,267 sf 0.13 0.12 Runoff Volume=475 cf 0.11 LL 0.09 Runoff Depth_2.52rr 0.08 Tc=10.0 min 0.07 0.06 CN=80/98 0.01 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — RunoH VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Company Type 1124-hr 10-yr Rainfall=4.27' Printed 9/4/2014 Summary for Reach 3R: Total Site [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 133,646 sf, 69.92% Impervious, Inflow Depth = 3.50" for 10-yr event Inflow = 11.16 cfs @ 12.06 hrs, Volume= 39,010 cf Outflow = 11.16 cfs @ 12.06 hrs, Volume= 39,010 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 3R: Total Site Hydrograph Inflow outllow Inflow Area=133,646 sf 0 2 4 6 6 1n 12 14 16 16 2n 22 94 96 9H 30 32 34 A6 36 40 42 44 46 4 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 10-yr Rainfall=4.27" Prepared by Hewlett-Packard Company Printed 9/4/2014 HVdroCAD®10.00 s/n 00887 @ 2012 HVdroCAD Software Solutions LLC Paoe 20 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 60.03% Impervious, Inflow Depth = 3.33" for 10-yr event Inflow = 8.28 cfs @ 12.01 hrs, Volume= 21,791 cf Outtlow = 5.75 cfs @ 12.09 hrs, Volume= 21,791 cf, Atten= 31%, Lag= 4.9 min Primary = 5.75 cfs @ 12.09 hrs, Volume= 21,791 cf Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 942.21' @ 12.09 hrs Surf.Area= 3,051 sf Storage= 3,294 cf Plug -Flow detention time= 12.5 min calculated for 21,791 cf (100% of inflow) Center -of -Mass det. time= 12.3 min ( 784.2 - 771.9 ) Volume Invert Avail.Storage Storage Description #1 940.00' 28,560 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Voids Inc.Store Cum.Store _(feet) (sq-ft) M (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 941.51 2,400 100.0 34 1,384 947.00 7,500 100.0 27,176 28,560 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end w/headwall, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Secondary 946.99' 10.0' long x 3.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #4 Device 1 942.00' 27.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads nmary OutFlow Max=5.85 cfs @ 12.09 hrs HW=942.21' (Free Discharge) :2uOrifice/Grate lvert (Barrel Controls 5.85 cfs @ 7.45 fps) (Passes < 3.97 cfs potential flow) =Orifice/Grate (Passes < 2.20 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=940.00' (Free Discharge) 3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) VEN20145 - Proposed Hydrocad - PHASE 1 Type it 24-hr 10-yr Rainfall=4.27' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydrOCAD® 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 21 Pond 3P: Sand Filter Bed Hydrograph — Inflow — Outflow Inflow Area=78,572 sf —Pnma" — Secondary Peak Elev=942.21' Storage=3,294 cf 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=738" Prepared by Hewlett-Packard Company Printed 9/4/2014 HvdroCAD®10.00 s/n 00887 ©2012 HvdroCAD Software Solutions LLC Paae 22 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: P1 West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=6.92" Tc=10.0 min CN=80/98 Runoff=6.54 cfs 18,074 cf Subcatchment 2S: P1 Central Runoff Area=78,572 sf 60.03% Impervious Runoff Depth=6.30" Tc=10.0 min CN=80/98 Runoff=15.49 cis 41,274 cf Subcatchment 3S: P1 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=6.79" Tc=10.0 min CN=80/98 Runoff=4.43 cfs 12,152 cf Subcatchment 4S: P1 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=5.34" Tc=10.0 min CN=80/98 Runoff=0.41 cis 1,009 cf Reach 3R: Total Site Inflow=18.33 cfs 72,509 cf Outflow=18.33 cis 72,509 cf Pond 3P: Sand Filter Bed Peak Elev=943.42' Storage=7,660 cf Inflow=15.49 cis 41,274 cf Primary=7.64 cis 41,274 cf Secondary=0.00 cis 0 cf Outflow=7.64 cis 41,274 cf Total Runoff Area = 133,646 sf Runoff Volume = 72,509 cf Average Runoff Depth = 6.51" 30.08% Pervious = 40,206 sf 69.92% Impervious = 93,440 sf VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 23 Summary for Subcatchment 1S: Pi West Runoff = 6.54 cfs @ 12.01 hrs, Volume= 18,074 cf, Depth= 6.92" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 28,063 98 Paved parking, HSG D 3,271 80 >75% Grass cover, Good, HSG D 31,334 96 Weighted Average 3,271 80 10.44% Pervious Area 28,063 98 89.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1S: P1 West Hydrograph — Runaff Type II 24-hr 100-yr Rainfall=7.3811 Runoff Area=31,334 sf Runoff Volume=18,074 cf Runoff Depth=6.92" Tc=10.0 min CN=80/98 to 12 14 1A 1A 2n 22 24 26 28 3n 32 34 36 38 40 42 44 46 4 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD@ 10.00 s/n 00887 @ 2012 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment 2S: P1 Central Runoff = 15.49 cfs @ 12.01 hrs, Volume= 41,274 cf, Depth= 6.30" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) ON Description 47,168 98 Paved parking, HSG D 31,404 80 >75% Grass cover, Good, HSG D 78,572 91 Weighted Average 31,404 80 39.97% Pervious Area 47,168 98 60.03% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, r, LL Subcatchment 2S: P1 Central Hydrograph Type II 24-hr 100-yr Rainfall=7.38" Runoff Area=78,572 sf Runoff Volume=41,274 cf Runoff Depth=6.30" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 16 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — Runoff VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 2 Summary for Subcatchment 3S: P1 NE Runoff = 4.43 cfs @ 12.01 hrs, Volume= 12,152 cf, Depth= 6.79" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Descriotion 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good HSG D 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31 % Impervious Area Tc Length Slope 10.0 a 0 LL Description Direct Entry, Subcatchment 3S: P1 NE Hydrograph Type II 24-hr 100-yr Rainfall=7.38" Runoff Area=21,473 sf Runoff Volume=12,152 cf Runoff Depth=6.79" Tc=10.0 min CN=80/98 0�.-..�wr-- 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Time (hours) — Rurroff VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 02012 HvdroCAD Software Solutions LLC Paae 26 Summary for Subcatchment 4S: P1 SE Runoff = 0.41 cis @ 12.01 hrs, Volume= 1,009 cf, Depth= 5.34" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 319 98 Paved parking, HSG D 1,948 80 >75% Grass cover, Good, HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 4S: P1 SE Hydrograph — Runoff 0.38 Type II 24-hr 0.36 0.34 - 100-yr Rainfall=7.38" 0.32 0.3 Runoff Area=2,267 sf 0.28 0.26 Runoff Volume=1,009 cf 0.24 0.22 Runoff Depth=5.34rr u 0.2 0.18 Tc=10.0 min 0.16 0.14 CNI=80/98 0.12 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydrOCAD810.00 s/n 00887 02012 HydroCAD Software Solutions LLC Paae 27 Summary for Reach 3R: Total Site [40] Hint: Not Described (Outlow=Inflow) Inflow Area = 133,646 sf, 69.92% Impervious, Inflow Depth = 6.51" for 100-yr event Inflow = 18.33 cfs @ 12.02 hrs, Volume= 72,509 cf Outflow = 18.33 cfs @ 12.02 hrs, Volume= 72,509 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 3R: Total Site Hydrograph ntfOW Outflow Inflow Area=133,646 sf d .A A 10 19 14 16 1A 90 99 24 —6 ....28....3.0 ..A' 2 34 36 3.8. .40.. 42 46 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 1 Prepared by Hewlett-Packard Comoanv Type/1 24-hr 100-yr Rainfall=7.38" Printed 9/4/2014 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 60.03% Impervious, Inflow Depth = 6.30" for 100-yr event Inflow = 15.49 cfs @ 12.01 hrs, Volume= 41,274 cf Outflow = 7.64 cfs @ 12.13 hrs, Volume= 41,274 cf, Atten= 51%, Lag= 7.2 min Primary = 7.64 cfs @ 12.13 hrs, Volume= 41,274 cf Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 943.42' @ 12.13 hrs Surf.Area= 4,174 sf Storage= 7,660 cf Plug -Flow detention time= 12.2 min calculated for 41,274 cf (100% of inflow) Center -of -Mass det. time= 12.0 min ( 774.5 - 762.5 ) Volume Invert Avail.Storage Storage Description #1 940.00' 28,560 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) (%) (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 941.51 2,400 100.0 34 1,384 947.00 7,500 100.0 27,176 28,560 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end w/headwall, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200 'P Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Secondary 946.99' 10.0' long x 3.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #4 Device 1 942.00' 27.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads rimary OutFlow Max=7.64 cfs @ 12.13 hrs HW=943.42' (Free Discharge) Culvert (Barrel Controls 7.64 cfs @ 9.73 fps) 2=Orifice/Grate (Passes < 5.05 cfs potential flow) =Orifice/Grate (Passes < 22.79 cfs potential flow) tcondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=940.00' (Free Discharge) 3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) P2 3P Sand Fter Ois P2 West 3R Total Site S b Reach on Link (3S P2 NE 4S P2 SE VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Companv Area Listing (selected nodes) Area CN Description (sq-tt) (subcatchment-numbers) 21,992 80 >75% Grass cover, Good, HSG D (1 S, 2S, 3S, 4S) 111,654 98 Paved parking, HSG D (1S, 2S, 3S, 4S) 133,646 95 TOTAL AREA Printed 9/4/2014 VEN2O145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCADO 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paoe 3 Soil Listing (selected nodes) Area (sq-ft) Soil Group Subcatchment Numbers 0 HSG A 0 HSG B 0 HSG C 133,646 HSG D 1S, 2S, 3S, 4S 0 Other 133,646 TOTAL AREA VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Printed 9/4/2014 IydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Pace 4 Ground Covers (selected nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Su (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Nu 0 0 0 21,992 0 21,992 >75%Grass cover, Good 0 0 0 111,654 0 111,654 Paved parking 0 0 0 133,646 0 133,646 TOTAL AREA VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Pipe Listing (selected nodes) Printed 9/4/2014 Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) (1t/ft) (inches) (inches) (inches) 1 3P 940.00 939.50 25.0 0.0200 0.013 12.0 0.0 0.0 VEN20145 - Proposed Hydrocad - PHASE 2 Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCADO 10.00 sin 00887 © 2012 HvdroCAD Software Solutions LLC Paae 6 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: P2 West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=2.48" Tc=10.0 min CN=80/98 Runoff=2.42 cfs 6,486 cf Subcatchment 2S: P2 Central Runoff Area=78,572 sf 83.21 % Impervious Runoff Depth=2.39" Tc=10.0 min CN=80/98 Runoff=5.87 cfs 15,645 cf Subcatchment 3S: P2 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=2.39" Tc=10.0 min CN=80/98 Runoff=1.61 cfs 4,278 cf Subcatchment 4S: P2 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=1.36" Tc=10.0 min CN=80/98 Runoff=0.10 cfs 257 cf Reach 3R: Total Site Inflow=7.56 cfs 26,667 cf Outflow=7.56 cfs 26,667 cf Pond 3P: Sand Filter Bed Peak Elev=941.95' Storage=2,153 cf Inflow=5.87 cfs 15,645 cf Outflow=3.70 cfs 15,645 cf Total Runoff Area=133,646 sf Runoff Volume = 26,667 cf Average Runoff Depth = 2.39" 16.46% Pervious = 21,992 sf 83.54% Impervious =111,654 sf VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 02012 HvdroCAD Software Solutions LLC Paae 7 Summary for Subcatchment 1S: P2 West Runoff = 2.42 cfs @ 12.01 hrs, Volume= 6,486 cf, Depth= 2.48" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Descriotion 28,063 98 Paved parking, HSG D 3,271 80 >75% Grass cover, Good, HSG D 31,334 96 Weighted Average 3,271 80 10.44% Pervious Area 28,063 98 89.56% Impervious Area Tc Length 10.0 Description Direct Entry, Subcatchment 1S: P2 West Hydrograph 0 2 4 6 8 10 12 14 16 Type II 24-hr 2-yr Rainfall=2.87rr Runoff Area=31,334 sf Runoff Volume=6,486 cf Runoff Depth=2.48" Tc=10.0 min CN=80/98 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 rem (hours) — Runoff VEN20145 - Proposed Hydrocad - PHASE 2 Type // 24-hr 2-yr Rainfall=2.87" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Pace 8 Summary for Subcatchment 2S: P2 Central Runoff = 5.87 cfs @ 12.01 hrs, Volume= 15,645 cf, Depth= 2.39" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 65,382 98 Paved parking, HSG D 13,190 80 >75% Grass cover, Good, HSG D 78,572 95 Weighted Average 13,190 80 16.79% Pervious Area 65,382 98 83.21% Impervious Area Tc Length 10.0 3 0 LL Description Direct Entry, Subcatchment 2S: P2 Central Hydrograph Type II 24-hr 2-yr Rainfall=2.87' Runoff Area=78,572 sf Runoff Volume=15,645 cf Runoff Depth=2.39" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 16 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 nme (hours) — RunOtf VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type // 24-hr 2-yr Rainfall=2.87' Printed 9/4/2014 Summary for Subcatchment 3S: P2 NE Runoff = 1.61 cfs @ 12.01 hrs, Volume= 4,278 cf, Depth= 2.39" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good HSG D 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31% Impervious Area Tc Length 10.0 Capacity Description Direct Entry, Subcatchment 3S: P2 NE Hydrograph 1.61 ds Type II 24-hr 2-yr Rainfall=2.87r Runoff Area=21,473 sf Runoff Volume=4,278 cf Runoff Depth=2.39" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 Q Time (hours) — Runo% VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 2-yr Rainfall=2.87' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 ©2012 HydroCAD Software Solutions LLC Paae 10 Summary for Subcatchment 4S: P2 SE Runoff = 0.10 cfs @ 12.02 hrs, Volume= 257 cf, Depth= 1.36" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 2-yr Rainfall=2.87" Area (sf) CN Description 319 98 Paved parking, HSG D 1,948 80 >75% Grass cover, Good, HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 0.08 0.07 0.065 0.06 0 0.055 M 0.01 Subcatchment 4S: P2 SE Hydrograph Type II 24-hr 2-yr Rainfall=2.87" Runoff Area=2,267 sf Runoff Volume=257 cf Runoff Depth=1.36" Tc=10.0 min CN=80/98 2 6 8 1012 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — Runafl VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type 1124-hr 2-yr Rainfall=2.87' Printed 9/4/2014 Summary for Reach 3R: Total Site [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 133,646 sf, 83.54% Impervious, Inflow Depth = 2.39" for 2-yr event Inflow = 7.56 cfs @ 12.02 hrs, Volume= 26,667 cf Outflow = 7.56 cfs @ 12.02 hrs, Volume= 26,667 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 3R: Total Site Hydrograph Inflow Area=133,646 sf 2 4 6 8 10 12 14 16 16 20 22 24 rime (hours) 26 30 32 34 36 38 40 42 44 nflow OUVIOW VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type 1124-hr 2-yr Rainfall=2.87' Printed 9/4/2014 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 83.21 % Impervious, Inflow Depth = 2.39" for 2-yr event Inflow = 5.87 cfs @ 12.01 hrs, Volume= 15,645 cf Outflow = 3.70 cfs @ 12.10 hrs, Volume= 15,645 cf, Atten= 37%, Lag= 5.6 min Primary = 3.70 cfs @ 12.10 hrs, Volume= 15,645 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 941.95' @ 12.10 hrs Surf.Area= 8,963 sf Storage= 2,153 cf Plug -Flow detention time= 13.2 min calculated for 15,639 cf (100% of inflow) Center -of -Mass det. time= 13.2 min ( 779.1 - 765.9 ) Volume Invert Avail.Storage Storage Description #1 940.00' 1,350 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2A 941.50' 4,150 cf 45.71'W x 97.641 x 4.00'H Field A 17,851 cf Overall - 7,475 cf Embedded = 10,376 cf x 40.0% Voids #3A 942.00' 7,475 cf Triton S-29H +Cap x 272 Inside #2 Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.781 = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.951 with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 12,976 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) M (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200 'P Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Device 1 942.00' 12.0" Vert. Orifice/Grate C= 0.600 rimaryOutFlow Max=3.70 cfs @ 12.10 hrs HW=941.95' (Free Discharge) Culvert (Passes 3.70 cfs of 5.38 cfs potential flow) 2=Orifice/Grate (Orifice Controls 3.70 cfs @ 6.27 fps) 3=Orifice/Grate ( Controls 0.00 cfs) VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type 11 24-hr 2-yr Rainfall=2.87" Printed 9/4/2014 Pond 3P: Sand Filter Bed - Chamber Wizard Field A Chamber Model = Triton S-29H +Cap Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.781 = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.951 with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 59.0" Wide + 7.5" Spacing = 66.5" C-C Row Spacing 34 Chambers/Row x 2.78' Long +0.17' Row Adjustment +0.49' Cap Length x 2 = 95.64' Row Length +12.0" End Stone x 2 = 97.64' Base Length 8 Rows x 59.0" Wide + 7.5" Spacing x 7 + 12.0" Side Stone x 2 = 45.71' Base Width 6.0" Base + 36.0" Chamber Height + 6.0" Cover = 4.00' Field Height 272 Chambers x 27.3 cf +0.17' Row Adjustment x 9.83 sf x 8 Rows + 2.1 cf Cap Volume x 2 x 8 Rows = 7,475.0 cf Chamber Storage 17,851.2 cf Field - 7,475.0 cf Chambers = 10,376.2 cf Stone x 40.0% Voids = 4,150.5 cf Stone Storage Chamber Storage + Stone Storage = 11,625.5 cf = 0.267 of Overall Storage Efficiency = 65.1 % 272 Chambers 661.2 cy Field 384.3 cy Stone VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Pond 3P: Sand Filter Bed Hydrograph Type 1124-hr 2-yr Rainfall=2.87 Printed 9/4/2014 Inflow Primary Inflow Area=78,572 sf Peak Elev=941.95' Storage=2,153 cf 0 2 4 6 A 10 12 14 1A 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 Time (hours) VEN2O145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 10-yr Rainfall=4.27" Prepared by Hewlett-Packard Company Printed 9/4/2014 HVdroCAD®10.00 s/n 00887 © 2012 HvdroCAD Software Solutions LLC _ Paae 15 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: P2 West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=3.85" Tc=10.0 min CN=80/98 Runoff=3.70 cfs 10,053 cf Subcatchment 2S: P2 Central Runoff Area=78,572 sf 83.21% Impervious Runoff Depth=3.74" Tc=10.0 min CN=80/98 Runoff=9.06 cfs 24,474 cf Subcatchment 3S: P2 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=3.74" Tc=10.0 min CN=80/98 Runoff=2.48 cfs 6,692 cf Subcatchment 4S: P2 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=2.52" Tc=10.0 min CN=80/98 Runoff=0.19 cfs 475 cf Reach 3R: Total Site Inflow=10.64 cfs 41,693 cf Outflow=10.64 cfs 41,693 cf Pond 3P: Sand Filter Bed Peak Elev=942.49' Storage=4,031 cf Inflow=9.06 cfs 24,474 cf Outflow=5.14 cfs 24,474 cf Total Runoff Area = 133,646 sf Runoff Volume = 41,693 cf Average Runoff Depth = 3.74" 16.46% Pervious = 21,992 sf 83.54% Impervious = 111,654 sf VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Comr)anv Type 1124-hr 10-yr Rainfall=4.27" Printed 9/4/2014 Summary for Subcatchment 1 S: P2 West Runoff = 3.70 cfs @ 12.01 hrs, Volume= 10,053 cf, Depth= 3.85" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Descriotion 28,063 98 Paved parking, HSG D 3,271 80 >75% Grass cover, Good, HSG D 31,334 96 Weighted Average 3,271 80 10.44% Pervious Area 28,063 98 89.56% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, Subcatchment 1S: P2 West Hydrograph —Runoff Type II 24-hr 10-yr Rainfall=4.27" Runoff Area=31,334 sf Runoff Volume=10,053 cf Runoff Depth=3.85" Tc=10.0 min CN=80/98 4 6 6 1n 12 14 16 18 2n 22 24 26 28 30 32 34 36 38 40 42 44 46 4 nma (hwn) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 10-yr Rainfall=4.27' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10 00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 17 Summary for Subcatchment 2S: P2 Central Runoff = 9.06 cfs @ 12.01 hrs, Volume= 24,474 cf, Depth= 3.74" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Descriotion 65,382 98 Paved parking, HSG D 13,190 80 >75% Grass cover, Good, HSG D 78,572 95 Weighted Average 13,190 80 16.79% Pervious Area 65,382 98 83.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 3 0 LL Subcatchment 2S: P2 Central Hydrograph Type II 24-hr 10-yr Rainfall=4.27" Runoff Area=78,572 sf Runoff Volume=24,474 cf Runoff Depth_3.74" Tc=10.0 min CN=80/98 n 2 4 R R 1n 12 14 19 1R 2n 22 24 2R 2R 3n 32 34 36 38 40 42 44 46 4, Time (hours) — RunoH VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 10-yr Rainfall=4.27 Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 18 Summary for Subcatchment 3S: P2 NE Runoff = 2.48 cis @ 12.01 hrs, Volume= 6,692 cf, Depth= 3.74" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Description 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good, HSG D 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 10.0 Direct Entry, Subcatchment 3S: P2 NE 0 2 4 6 8 10 12 14 16 18 Hydrograph Type II 24-hr 10-yr Rainfall=4.27" Runoff Area=21,473 sf Runoff Volume=6,692 cf Runoff Depth=3.74" Tc=10.0 min CN=80/98 22 24 26 28 30 32 34 36 38 40 42 44 46 4 rime (hours) —Runoff VEN20145 - Proposed Hydrocad - PHASE 2 Type // 24-hr 10-yr Rainfall=4.27' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 19 Summary for Subcatchment 4S: P2 SE Runoff = 0.19 cis @ 12.02 hrs, Volume= 475 cf, Depth= 2.52" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 10-yr Rainfall=4.27" Area (sf) CN Descriotion 319 98 Paved parking, HSG D 1,948 80 >75%Grass cover, Good, HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 0.21 0. 0.01 Subcatchment 4S: P2 SE Hydrograph Type II 24-hr 10-yr Rainfall=4.27" Runoff Area=2,267 sf Runoff Volume=475 cf Runoff Depth=2.52" Tc=10.0 min CN=80/98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) — flurwH VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type/1 24-hr 10-yr Rainfall=4.27' Printed 9/4/2014 Summary for Reach 3R: Total Site [401 Hint: Not Described (Outflow=Inflow) Inflow Area = 133,646 sf, 83.54% Impervious, Inflow Depth = 3.74" for 10-yr event Inflow = 10.64 cfs @ 12.03 hrs, Volume= 41,693 cf Outflow = 10.64 cfs @ 12.03 hrs, Volume= 41,693 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 3R: Total Site Hydrograph 10.64 cis Inflow Area=133,646 sf 8 7 6 5 4 3 2 0 1 L 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) nflow outllow VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type 1124-hr 10-yr Rain/all=4.27" Printed 9/4/2014 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 83.21 % Impervious, Inflow Depth = 3.74" for 10-yr event Inflow = 9.06 cfs @ 12.01 hrs, Volume= 24,474 cf Outflow = 5.14 cfs @ 12.12 hrs, Volume= 24,474 cf, Atten= 43%, Lag= 6.3 min Primary = 5.14 cfs @ 12.12 hrs, Volume= 24,474 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 942.49' @ 12.12 hrs Surf.Area= 8,963 sf Storage= 4,031 cf Plug -Flow detention time= 12.5 min calculated for 24,463 cf (100% of inflow) Center -of -Mass det. time= 12.6 min ( 771.1 - 758.5 ) Volume Invert Avail.Storage Storage Description #1 940.00' 1,350 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2A 941.50' 4,150 cf 45.71'W x 97.641 x 4.00'H Field A 17,851 cf Overall - 7,475 cf Embedded = 10,376 cf x 40.0% Voids #3A 942.00' 7,475 cf Triton S-29H +Cap x 272 Inside #2 Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.781 = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.951 with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 12,976 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) M (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Device 1 942.00' 12.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=5.13 cfs @ 12.12 hrs HW=942.48' (Free Discharge) t1=Culvert (Passes 5.13 cfs of 6.30 cfs potential flow) h2=Orifice/Grate (Orifice Controls 4.24 cfs @ 7.20 fps) 3=Orifice/Grate (Orifice Controls 0.89 cfs @ 2.37 fps) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 10-yr Rainfall=4.27" Prepared by Hewlett-Packard Company Printed 9/4/2014 HVdrOCAD®10.00 s/n 00887 © 2012 HVdroCAD Software Solutions LLC Paae 22 Pond 3P: Sand Filter Bed - Chamber Wizard Field A Chamber Model = Triton S-29H +Cap Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.781 = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.95'L with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 59.0" Wide + 7.5" Spacing = 66.5" C-C Row Spacing 34 Chambers/Row x 2.78' Long +0.17' Row Adjustment +0.49' Cap Length x 2 = 95.64' Row Length +12.0" End Stone x 2 = 97.64' Base Length 8 Rows x 59.0" Wide + 7.5" Spacing x 7 + 12.0" Side Stone x 2 = 45.71' Base Width 6.0" Base + 36.0" Chamber Height + 6.0" Cover = 4.00' Field Height 272 Chambers x 27.3 cf +0.17' Row Adjustment x 9.83 sf x 8 Rows + 2.1 cf Cap Volume x 2 x 8 Rows = 7,475.0 cf Chamber Storage 17,851.2 cf Field - 7,475.0 cf Chambers = 10,376.2 cf Stone x 40.0% Voids = 4,150.5 cf Stone Storage Chamber Storage + Stone Storage = 11,625.5 cf = 0.267 of Overall Storage Efficiency = 65.1 % 272 Chambers 661.2 cy Field 384.3 cy Stone VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 10-yr Rainfall=4.27' Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®1O.0O s/n 00887 © 2012 HydroCAD Software Solutions LLC Paoe 23 Pond 3P: Sand Filter Bed Hydrograph — Inflow Primary Inflow Area=78,572 sf Peak Elev=942.49' Storage=4,031 cf U Z 4 b C 1U 12 14 10 16 ZU ZZ Z4 ZO ZO OU 41 O4 JO JO 4u 44 ♦Y Yu YO Time (hours) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HVdrOCAD®10.00 s/n 00887 © 2012 HvdroCAD Software Solutions LLC Paae 24 Time span=0.00-48.00 hrs, dt=0.02 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: P2 West Runoff Area=31,334 sf 89.56% Impervious Runoff Depth=6.92" Tc=10.0 min CN=80/98 Runoff=6.54 cis 18,074 cf Subcatchment 2S: P2 Central Runoff Area=78,572 sf 83.21 % Impervious Runoff Depth=6.79" Tc=10.0 min CN=80/98 Runoff=16.19 cfs 44,452 cf Subcatchment 3S: P2 NE Runoff Area=21,473 sf 83.31% Impervious Runoff Depth=6.79" Tc=10.0 min CN=80/98 Runoff=4.43 cfs 12,152 cf Subcatchment 4S: P2 SE Runoff Area=2,267 sf 14.07% Impervious Runoff Depth=5.34" Tc=10.0 min CN=80/98 Runoff=0.41 cis 1,009 cf Reach 3R: Total Site Inflow=18.62 cfs 75,688 cf Outflow=18.62 cis 75,688 cf Pond 313: Sand Filter Bed Peak Elev=943.71' Storage=8,383 cf Inflow=16.19 cis 44,452 cf Outflow=8.02 cfs 44,452 ct Total Runoff Area =133,646 sf Runoff Volume = 75,688 cf Average Runoff Depth = 6.80" 16.46% Pervious = 21,992 sf 83.54% Impervious =111,654 sf VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD®10.00 s/n 00887 02012 HydroCAD Software Solutions LLC Paae 25 Summary for Subcatchment 1 S: P2 West Runoff = 6.54 cfs @ 12.01 hrs, Volume= 18,074 cf, Depth= 6.92" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 28,063 98 Paved parking, HSG D HSG D 31,334 96 Weighted Average 3,271 80 10.44%, Pervious Area 28,063 98 89.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1S: P2 West Hydrograph —Runoff Type II 24-hr 100-yr Rainfall=7.38" Runoff Area=31,334 sf Runoff Volume=18,074 cf Runoff Depth=6.92" Tc=10.0 min CN=80/98 0 2 4 6 8 1D 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rain/all=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydroCAD® 10.00 s/n 00887 © 2012 HydroCAD Software Solutions LLC Paae 26 Summary for Subcatchment 2S: P2 Central Runoff = 16.19 cfs @ 12.01 hrs, Volume= 44,452 cf, Depth= 6.79" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 65,382 98 Paved parking, HSG D 13,190 80 >75%Grass cover, Good, HSG D 78,572 95 Weighted Average 13,190 80 16.79% Pervious Area 65,382 98 83.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 2S: P2 Central Hydrograph Type II 24-hr 100-yr Rainfall=7.38" Runoff Area=78,572 sf Runoff Volume=44,452 cf Runoff Depth=6.79" Tc=10.0 min CN=80/98 iff ikiF .3Ri11 t➢i•Z�Ia'l:�U�cYJ Time (hours) — fiunoft VEN20145 - Proposed Hydrocad - PHASE 2 Prepared by Hewlett-Packard Company Type 1124-hr 100-yr Rainfall=7.38" Printed 9/4/2014 Summary for Subcatchment 3S: P2 NE Runoff = 4.43 cfs @ 12.01 hrs, Volume= 12,152 cf, Depth= 6.79" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Descriotion 17,890 98 Paved parking, HSG D 3,583 80 >75% Grass cover, Good, HSG D 21,473 95 Weighted Average 3,583 80 16.69% Pervious Area 17,890 98 83.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 3S: P2 NE Hydrograph — RunoN Type 1124-hr 100-yr Rainfali=7.38" Runoff Area=21,473 sf Runoff Volume=12,152 cf Runoff Depth=6.79" Tc=10.0 min 1-0 LIMPM11tert A in iq ie ir; in �n n oe � os in aq u qa u nn e9 an na n Tim (hours) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 Summary for Subcatchment 4S: P2 SE Runoff = 0.41 cfs @ 12.01 hrs, Volume= 1,009 cf, Depth= 5.34" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Type II 24-hr 100-yr Rainfall=7.38" Area (sf) CN Description 319 98 Paved parking, HSG D 1,948 80 >75%Grass cover, Good HSG D 2,267 83 Weighted Average 1,948 80 85.93% Pervious Area 319 98 14.07% Impervious Area Tc Length Capacity Description 10.0 Direct Entry, Subcatchment 4S: P2 SE Hydrograph — Runott 0.38 Type II 24-hr 0.36 0.34 100-yr Rainfall=7.38" 0.32 0.3 Runoff Area=2,267 sf 0.28 „ 0.26 Runoff Volume=1,009 cf 0.24 022 Runoff Depth=5.34" C 0.2 0.18 Tc=10.0 min 0.16 0.14 CN=80/98 0.12 0.1 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 HydrOCADO 10.00 s/n 00887 © 2012 HydrOCAD Software Solutions LLC Paoe 29 Summary for Reach 3R: Total Site [401 Hint: Not Described (Outflow=Inflow) Inflow Area = 133,646 sf, 83.54% Impervious, Inflow Depth = 6.80" for 100-yr event Inflow = 18.62 cfs @ 12.02 hrs, Volume= 75,688 cf Outflow = 18.62 cfs @ 12.02 hrs, Volume= 75,688 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Reach 3R: Total Site Hydrograph Inflow Oudlow Inflow Area=133,646 sf 11 H / \ - v 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 4 rime (hours) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 Summary for Pond 3P: Sand Filter Bed Inflow Area = 78,572 sf, 83.21 % Impervious, Inflow Depth = 6.79" for 100-yr event Inflow = 16.19 cfs @ 12.01 hrs, Volume= 44,452 cf Outflow = 8.02 cfs @ 12.13 hrs, Volume= 44,452 cf, Atten= 51%, Lag= 7.2 min Primary = 8.02 cfs @ 12.13 hrs, Volume= 44,452 cf Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.02 hrs Peak Elev= 943.71' @ 12.13 hrs Surf.Area= 8,963 sf Storage= 8,383 cf Plug -Flow detention time= 12.5 min calculated for 44,452 cf (100% of inflow) Center -of -Mass det. time= 12.3 min ( 762.1 - 749.8 ) Volume Invert Avail.Storage Storage Description #1 940.00' 1,350 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2A 941.50' 4,150 cf 45.71'W x 97.64'L x 4.00'H Field A 17,851 cf Overall - 7,475 cf Embedded = 10,376 cf x 40.0% Voids #3A 942.00' 7,475 cf Triton S-29H +Cap x 272 Inside #2 Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.781 = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.951 with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 12,976 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) (%) (cubic -feet) (cubic -feet) 940.00 4,500 0.0 0 0 941.50 4,500 20.0 1,350 1,350 Device Routing Invert Outlet Devices #1 Primary 940.00' 12.0" Round Culvert L= 25.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 940.00' / 939.50' S= 0.0200 'P Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 940.00' 6.0" Vert. Orifice/Grate X 3.00 C= 0.600 #3 Device 1 942.00' 12.0" Vert. Orifice/Grate C= 0.600 nmary OutFlow Max=8.01 cfs @ 12.13 hrs HW=943.71' (Free Discharge) Culvert (Barrel Controls 8.01 cfs @ 10.20 fps) 2=Orifice/Grate (Passes < 5.27 cfs potential flow) 3=Orifice/Grate (Passes < 4.15 cfs potential flow) VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 Pond 3P: Sand Filter Bed - Chamber Wizard Field A Chamber Model = Triton S-29H +Cap Effective Size= 50.2"W x 36.0"H => 9.83 sf x 2.78'L = 27.3 cf Overall Size= 59.0"W x 36.0"H x 2.95'L with 0.1 T Overlap Row Length Adjustment= +0.17' x 9.83 sf x 8 rows Cap Storage= +2.1 cf x 2 x 8 rows = 34.1 cf 59.0" Wide + 7.5" Spacing = 66.5" C-C Row Spacing 34 Chambers/Row x 2.78' Long +0.17' Row Adjustment +0.49' Cap Length x 2 = 95.64' Row Length +12.0" End Stone x 2 = 97.64' Base Length 8 Rows x 59.0" Wide + 7.5" Spacing x 7 + 12.0" Side Stone x 2 = 45.71' Base Width 6.0" Base + 36.0" Chamber Height + 6.0" Cover = 4.00' Field Height 272 Chambers x 27.3 cf +0.17' Row Adjustment x 9.83 sf x 8 Rows + 2.1 cf Cap Volume x 2 x 8 Rows = 7,475.0 cf Chamber Storage 17,851.2 cf Field - 7,475.0 cf Chambers = 10,376.2 cf Stone x 40.0% Voids = 4,150.5 cf Stone Storage Chamber Storage + Stone Storage = 11,625.5 cf = 0.267 of Overall Storage Efficiency = 65.1 % 272 Chambers 661.2 cy Field 384.3 cy Stone VEN20145 - Proposed Hydrocad - PHASE 2 Type 1124-hr 100-yr Rainfall=7.38" Prepared by Hewlett-Packard Company Printed 9/4/2014 O 3 O LL Pond 3P: Sand Filter Bed Hydrograph Inflow Area=78,572 sf Peak Elev=943.71' Storage=8,383 cf u e 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) Inflow Primary Chanhassen Retail Stormwater Management Plan Appendix C Storm Sewer Spreadsheet September 4, 2014 Page 7 MINNESOTA STORM SEWER DESIGN CALCULATIONS DATE: PROJECT NAME: PROJECT NUMBER: PROJECT CITY: PROJECT COUNTY: PROJECT ENGINEER: 09/05/14 Chanhassen Specialty Retail VEN20145 Chanhassen Carver MGB STORM FREQUENCY: 10 Years CALCULATIONS BY: MGB MN ATLAS 14 REGION: South Oambatek tur"V Segment A - Tdb. CB (Ac.) 714 0.10 0.27 0.03 0.03 0.00 0.20 Areas Pipe (Ac.) 0.14 0.24 0.51 0.80 0.80 0.80 0.20 0.25 C - CB Indiv. 0.91 0.95 0.82 0.91 0.95 0.95 0.84 0.89 Ccef. Pipe Avg. 0.91 0.93 0.87 0.87 0.87 0.87 0.84 0.89 To -Time CB (Min.) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 50 of Cox. Pipe (Min.) 0.1 0.1 0.2 0.6 0.0 0.1 0.0 01 Total (Min.) 5.1 5.2 5.4 6.0 6.0 6.1 5.0 51 I - Intensity CB (IrJHr) 8.38 8.38 8.38 8.38 8.38 8.38 8.38 838 Total (IrJHr) 8.38 8.38 8.38 8.38 8.38 7.72 838 838 0 - CB (CFS) 1.1 0.8 1.8 0.3 0.3 0.0 14 18 Rate Pipe (CFS) 1.1 1.9 3.7 5.8 5.8 5.4 1.4 18 Len. (Ft.) 25 19 56 1 0 10 34 15 32 D'a. (In.) 12 12 15 15 15 15 12 12 Grade (%) 0.50 0.50 0.50 1.00 1.00 1.00 1.00 1.00 Pipe MaCI. HOPE HOPE HOPE HDPE HDPE HDPE HDPE HDPE Mans. n 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 Vel. (FUS) 4.2 4.2 4.8 4.8 6.8 6.8 59 5.9 Cap, (CFS) 1 3.3 3.3 5.9 5.9 8.4 84 46 4.6 Ex Cap. 1 2.2 1.4 2.2 04 2.6 3.0 32 2.8 Structure CBMH 07 CBMH 06 CBMH OS CBMH 04 CBMH 03 ECOSTORM 02 CBMH 08 CBMH09 Upstream Top Rim 946.43 946.63 946.29 94734 950.83 95125 94749 949.69946.22 Structure Invert 943.29 943.16 943.07 942.79 941.948.89 941.84 94394 Build Ft. 3.14 3.47 3.22 455 9.41 3.55 3.47 Sae In. 27 48 48 48 48 48 27 27 Casting R-3250-A R-3250-AA R-3250-A947.34 R-3250-A950.83 R-3250-A951.25 R-32 00-A941.50 R-3250A947.34 Ra250A950.45 Structure CBMH O6 Downstream Top Rim 946.63 946.29 Structure Inlet 943.16 Match From CBMH 07 CBMH 06 CBMH OS CBMH 04 CBMH 03 02 To CBMH O6 CBMH 05 CBMH 04 CBMH M ECOSTORM 02 FES 01 Comments Drop Ft Build Ft Invert 943. 77 Invert 33.47 22 942.79 941.94 941.84 941.50 943.79 945.90 Invert Invert InvertECOSTORM Invert Dro Dm 1003.55 1.00 g89 0.00 4,55 CBMH 08 CBMH 04 CBMH09 EX CB 0.25 --� LAKE DRIVE BIKE 5HOF Y \\\ APARTMENTS IAND5CAn PLAN w Y cc Q Q c c Wfs c Za m 4 W `t C m LI.I Al �Ov-Wt� �Sambatek Letter of Transmittal TO: City of Chanhassen ADDRESS 7700 Market Blvd CITY, STATE Chanhassen, MN 55317 ZIP WE ARE SENDING: ❑ Shop Drawings ❑ Copy of Letter VW ❑ Mal ❑ UPS V ■ Engineering I Surveying I Planning I Environmental DATE 10/13/2014 JOB N0. VEN20145 PHASE ATTENTION Bob Generous CLIENT RE: Chanhassen Specialty Grocery Revised Final Plat Overnight orGround ® Courier 3 Hours ❑ Best price wt-a*ing COPES DATE REV. DESCRPt10N 5 10/08/14 Revised Final Plat (22x34) 1 10/08/14 Revised Final Plat (8.5x11) 5 10/08/14 Revised Preliminary Plat (2436) 1 10/08/14 Lot and Street Layout (8.5xl1) 1 10/13/14 Engineer's Estimate THESE ARE TRANSMITTED AS CHECKED BELOW: ® For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For Your Use ❑ Approved as noted ❑ Submit copies for distribution ❑ As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ Review and comment ❑ PRINTS RETURNED AFTER LOAN TO US ❑ FOR BIDS DUE 20 ❑ _ REMARKS: Bob, Please see attached the revised final plat, pre -plat, lot/street layout, and engineers estimate for the Chanhassen Specialty Grocery site. The of files and legal description will be sent to you via email. The architect will also email the updated civil/arch drawings to you as well for a courtesy review before we go forward with the building permit. Thanks, Mike If enclosures are not as noted, kindly notify us. .. . COPYTO File SIGNED Mike Bultman "`"""°"" ENGINEER'S COST ESTIMATE OF IMPROVEMENTS Project: Chanhassen S ecialty Grocery Date: 10/13/14 Project No.: VEN20145 Completed By: Mike Bultman Construction Phase: 1 CITY RECEIVED SEN OCT 1 3 7014 CHWAS9ENPLW%l%GDEP7 Storm Sewer QUANTITY UNIT UNIT PRICE TOTAL 1 12" HDPE Storm Sewer 47 LF $20.00 $940.00 2 6" Perforated HDPE Draintile 257 LF $10.00 $2,570.00 3 6" HDPE Cleanout 4 EA $500.00 $2,000.00 4 Mn/Dot Class 3 Rip Rap 24 CY $75.00 $1,800.00 5 Connect to Existing Storm Sewer 1 EA $700.00 $700.00 6 Cleaning & Maintenance 1 LS $5,000.00 $5,000.00 7 Sand Borrow For Filtration Basin 2501 CY 1 $25.00 $6,250.00 SUBTOTAL STORM SEWER $19,260.00 Landscaping QUANTITY UNIT UNIT PRICE TOTAL 1 Deciduous Tree 17 EA $250.00 $4,250.00 2 Coniferous Tree 6 EA $250.00 $1.500.00 3 Shrubs 72 EA $40.00 S2.880.00 4 Perennials 463 EA $10.00 $4,630.00 5 Seed & Mulch 0.6 AC $250.00 $150.00 6 Sod 200 SY 1 $3.00 $600.00 SUBTOTAL LANDSCAPING $14,010.00 Erosion Control QUANTITY UNIT UNIT PRICE TOTAL 1 Rock Construction Entrance 1 EA $1,500.00 $1,500.00 2 Inlet Protection -Type A 6 EA $150.00 $900.00 3 Install/Maintain/Remove Silt Fence 340 LF $2.00 $680.00 4 Tree Protection Fence 50 LF $2.00 $100.00 SUBTOTAL EROSION CONTROL $3,180.00 SUMMARY STORM SEWER $19,260.00 LANDSCAPING $14,010.00 EROSION CONTROL $3,180.00 TOTAL $36,450.00 SCANNED i I \ PROMENADE I (0""LOT 1� OUTLOT B \ ' LAKE DR t NORTH o oQ SCAL® CITYOFCHANHASSEN RECEIVED OCT 13 2014 CHANHASSEN PLANNING QEP1 �� VENTURE PASS PARTNERS, LLC Designed: Exhibit Number Drawn: DL CHANHASSEN RETAIL Approved: : SCANNED Appro CHANHASSEN, MN initial issue: io/owoi4 www.sambatek.com LOT AND STREET LAYOUT EXHIBIT Rev.: Engineering I Surveying I Planning I Environmental Date: Project No. VEN20145 VILLAGES ON THE PONDS 11TH ADDITION .. o n�. mw.uuxu. wxn. xy.00xiox^.m N..ro M„Lw µ•�•w�w.r�„ r.n��...mMaw.wx�..,a.� MMygMrvnmw Wa.YM]YMiNYY�Na �„ M fmm.um[p.. m y... mM �' xm•_m....mmrrNx.a�.m.,m._wa ro_.,a.mn,xmm...�m..a.. ax�aN.N.xxxwE.,. �.x.„w�„o..M_RNN� ro�MG„wraa.r..aow�,.wmmm.,wm-,Mx. M.4rxml.r. M.a„wmw m 'aMro,w'V.z^wrmww,nx.oa�ox..�uew_...a ..x 1-1—..a.mr wm... VILLAGES ON THE PONDS 3RD ADDITIOPf "N THE PONDS �r •`l Yt OX E •Cin '•s laa CITYOFCHANHASSEN RECEIVED e a LOT BLACK I , C.R. WC. NO. 0tf THE: PONDS 6. I w a'� I �i. I I I w I -s: I r I z �I I I ve K •`x I •" r `• §'ILLk!iE::i OI•! THE: PONDS ww r- / / / xaNTx �xorz, v.xxxiwx NoxuNEx„wo. / SAMBATEK, INC. ENLM EERING.YVNNING ,oum�u�nwN. n'[wx. eilwxux.wiw ..NO UHO SURVEYING CHANHAWN PLANNING DEPT SCANNED DRAFT VILLAGES ON THE PONDS 11TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 11TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. 1 \ \ In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 I Signed: as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20, by as of Pond Promenade Ventures, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, My Commission Expires County, Minnesota I hereby certify that I have surveyed and platted the property described on this plat as VILLAGES ON THE PONDS 11TH ADDITION; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated other than as shown. Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Surveyor. Notary Public, My Commission Expires County, Minnesota CITY COUNCIL, CHANHASSEN, MINNESOTA I hereby certify that on the um day of Mayor By: COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA 20 by Marcus F. Hampton, a Licensed Land 20 the City Council of the City of Chanhassen, Minnesota, approved this plat. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By: John E. Freemyer, County Surveyor COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in 120 Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA Clerk 20 and prior years have been paid for land described on this plat. Dated this day of I hereby certify that this plat of VILLAGES ON THE PONDS 11TH ADDITION was filed this day of 20 at .M. as Document No. Matt Lundgren, County Recorder o'clock r, • 1 1-I Ir- IF- �/ I • I I I L_ 1 1 1 A ON r- C- I , , 1 1 1 A J, r- .• /, • I T 1 1 r- r\ /, . I r, /. NORTH --- S89045'07"W 148.33 FD LS14875-% \/ I I 1 �� 1 , I-- �. ,1 11 1 /\ I h- �. I 11\1 I F 1 F- H 1 11\11 1 � 19.64�% FD LS14675 • 1 L_ L_ I-, NO L_ .J I . I L_ L_-� \/ L_ .J ./ 1 • ./ 1 IL ./ -------------- O^ O^ < ►! 11 /\ 1 1 1 1 1 I I I 1 1 v\/\ _(_ ''') \ p - DRAINAGE & UM17i EA"ENT— -- 1-44 -i i of11 - I '�0NN--_ �15612.�_� 49.76 �o _j $%2 - — — — — S89°4136'W196.65------------I-, iTyEA0ENT---- I^ rN L I el I i UiIU Im " A --------------------- I ,J IN . L/ ,i rt1°4-w1�2`� -----;�ORAIN ''���r------- S89°41'36•W 189.58 IJ EAST : R-320.00 �' - - - - - , 18.20 L=121.70 '' ,, P N89°45'07"E 187.54 I �\ _----- v'VO 1 I n i `I I 5j6 42'32 W 224��� 0 5 I 9 10 ' 6g0NO L-96.78 R=274.67 I ao I 11 �179°45149rE << I c gr9.0 �s.25 LOT 1 IaD I n F 1A Ir- Q �I Z I I r4 '& � -A 6L I �g `�° " BLOCK 1 \% Ng, mLa I -iJ 10 I � 20. NB 07E , 1•/ 1 1 r � �� \� � � � � � 20.00 S0100145i'E \ I �'20.60 20 ` \ �` I / S89045'07"W 178.92 \ c j 0 \ \\ f0 10 \\ \ 98N "59 09 E Y2.85 �\ F - — — — — — — N89^59 091E 116.03— — — — / L \ cn G \ 41 •Z ' ` I / r 1 z�-_gC OUTLOT B n Pp010 19 2014: g4p.3\ Op, OB/ / �\ ` - -> DRA/NAOE & U77LITY EASEMENT <\ WAS\\ Yj s jr DpAJNAGET CASEmEN A--3°45'40-J'-- -'I♦ _ N89045'07"E 118.62 L$�5g0 " ��" L=2527 00 99 III\ \ ' \ \ Cal e9 59 O\ \ ZD y 1 1 1 1 1 A /, r- /, L I - 1 o r- r, ON L I rN /- i ,. v L_ %i % i\i i i 1- i Ni i\� �i .i BENCHMARK -- Lr TNH:949.94 61415 / CITYOFCHANHASSEN RECEIVED OCT 13 7014 CHANHABSEN PUNNING DEPT pJ I 1I\11 1 / >3.5122 / i , , >20.010 , �18.78 O O M LU to 0 N 1 1 866 / O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 47481. / / 0 DENOTES 1/2 INCH IRON MONUMENT FOUND. / NORTH / 0 30 60 THE EAST LINE OF OUTLOT B, VILLAGES BY THE PONDS / 4TH ADDITION, IS ASSUMED TO HAVE A BEARING OF / SCALE IN FEET SOUTH 00 DEGREES 14 MINUTES 53 SECONDS EAST. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 f•1Ti7 I . I L1J -T- _1_ r-, 60 - T - I / 1 - J SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SCANNED ikSambatel www.sambatek.cc / I I I A e% r- -, \/11 I\ 4 I -r' I 1 r— I I I\I I 1--1 1-- %, 1 • I I I L_ F- I 11\I 11 1 \i 1 • v v 258680040 ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS ASSN INC .*P — I I I I I A IN r— 11 • 1 L_ L_ , 258620010 NORTH \ / 11 1 A IN r- -1 IN L I T I 1 r- r\ I\ L I r\ -, `\ t / I I I /_t I . I-- I 1 1 \ 1 1 1--1 1-- 1•1 I 1 1 \ 1 I I 530 POND PROMENADE FD LS14675 e / • LSL4675 • ' L_ L_ I 4 \. L_ \i "' • I ' ' L_ ' "' • Li \i WHEATSTONE RESTAURANT GROUP 19"64 c� �•" 07 W �\ -♦ L I T I I r- I -�\ ♦_� -. r\ r\ 4 r\ r\ I T I -\ L 1i:9µ9 \ --- ------- i A < Ff I I ,t I I I I I I I I 11\1 9156 �0 19 --- L'' T 1 4 L I \ L i v I I I\ 1•6 /YC y e+�+n n�Q3�E pV I DRAINAGE 6/7HJT) EASEMENT- --- / I t) 35.22 I Z_ .: l ! 1 \� I • Li \i ( r\ 1 r\ r\ I w 1A T W NER-_--------- / o�J �7 4g.76 0 COR J / X )0 / 60 I T < _ -_ I F<1 1 11 , �,� ,o _--F __ /—_— PROMENADE / �I <;r S89'41.36 W 19i1.65 � I � ` RE 952.55 RE;949.50 �' I I I — 7X/TO IE:932-30 / S IE:955.65 9 - i / J J /950 45.55 • _ 06 7 —0 vIT� \ J a SI 9 _ _ _ _ _ o II �9q4� �►I � 4— j>71� �� j ----- S89°4136"W/B9.5B ----- - �� o - L I� EAST PO R= 4 \ 1 /�- I EA , , BM#1 — — — — I 1 ,''1Et7e I %0 �p� TNH• 953 58 I N89-45'07-E 187.54— �� . FD • 12 ��°— R. 9 .W 224.38_ -�- / 57 / =i= 4 — 576042'32� • ,.� 1p1- R6g49 1 / ' pON� ` u1k01 I�iI 6 _ N69 10 I 1�9� —OUTLOT A I � Z 1� I -- I'- <^ J 1 ' � -• l 0.927 AC 40,373 SF n ,49'E 945 1�( IIIIIII i\ / I 1 L1_ i'M �✓ II O o J Lf) 1 o w •-- O y n_ja00 �- NIOOO L1J -S- N W a _Li_ cn_eyN _ L1/ o Z a I ,-, // '8.66 \� J 1 I 1 L1J 0� / 'r. K.945.25 --� /♦°j IE.942p0 1 s 11 q4R 44 --J _ IJ N ( so o RE 945.6244 36,CMP 44 44 D Re946�y� 4RF-94&01 /44QE937.67Q Q 4 Q 4 IE 938.3V d Qo c \ �;,�, �/g�� —°`' IE9 99 LAKE DRIVE OUTLO A 51 - $,i 1° \ m o \ i\ • I T I I r\ -\ 4 I r\ e, BM#2 n -^ �y \ \ I 1 1 r- -` 1 I 1\1 1 ►� F- I 1 1\11 I �. TNH: 949.94 a 1 �' `! G /t I �F- .� I . 1 I IL= —.. 1 •LI \. /- I a' T r / r7 1— 1 1 4 r— r\ r, 1 1— 1 �\ L F•i /\ F- 1 11 1 I I till 11 I / I 'T_ \ I\ L 1 T 1 1 r— r\ I\ \ 1 r\ / I \1 I 111\1 1 F�F- FBI II\II I , I I I ,-tI L+v1 1 1..1 • I -}- J\I / \" A 258380010 /A 1 01 I 1 A/ r \/ I 1 I PHM/CHANHASSEN INC „ 1 � FG �� • 1 L_ L_ /�l \ - \i I__ \I r\ 1 /♦ r\ 1 / A F<J L1 1\/ 11\I . I L_ 1 \ I I I / / � / I i C•gr9.e I_=96.78 R-274.67 2 O ✓rl i r OT = -- --- ..�\ \� — /LOT1N�--- �.�\1` 11 / IllCNI �� 1.236AG �1 1 IIII l e rn _ -- _ — / — 53,851 SF I N89 45'07"E 1 '• —T= F�\20iFm \`,\ 1 1 �� N010014'53W %i'- ry= z S89045'07"W 78.2 —/ L CA \ 1 \N89 59 09 E 32.85 POND \\� OUTLOT\\B tic \ �..� _ Z\ 0.550 AC f i��I �\i \\ I \oQi �/ - \ 23.949SF ,\ J// /IJ/�J \\ V u✓` �// / 2014:940.3�// ' LEVEL Opt OB/19/ -WAWA &A/11 TY/EA.�WWTMIER \ tpAJA- —DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. Abstract Property —PROPERTY SUMMARY Lot 1: 53,851 S.F. Outlot A: 40,373 S.F. Outlot B: 23,949 S.F. Total Area 118,173 S.F. CONTACT INFORMATION Owner: Northcott Company 250 East Lake Drive Chanhassen, MN 55317-9364 Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 Surveyor/Engineer: Sambatek, Inc. — SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. —VICINITY MAP P0��,5\1pT 5 � BLVD 0 0Q P * O o'a SITE Q0� ° h s �Q J� 212 N.T.S. 18 NORTH 0 30 60 SCALE IN FEET 12800 Whitewater Drive, Suite < Minnetonka, MN 55, 763.476.6010 teleph 763.476.8532 facsir Engineering I Surveying I Planning I EnvironmE Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 GITYOF�oENED SEf OCT 1 3 2014 04AWA88EN PLANNING I IFPT Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. Marcus F. Hampton Registration No.47481 Date: 09/04/201 If applicable, contact us for a wet signed copy of t survey which is available upon request at Sambat Minnetonka, MN office. Summary Designed: Drawn: DL Approved: MFH Book / Page:1012/21 Phase: Initial Issued:o9/o4/2c Revision History No. Date By Submittal / Revisit A 10/08/2014 OIL UPDATE LOT LINES ADD EASEMENTS Sheet Title PRELIMINARY PLAT - VILLAGE ON THE POND'. 11TH ADDITIOf Sheet No. Revisit C103 A Oct 10. 2014 - 10:S9am - User'.573 dw. Project No. VEN2014 ;t9,�AMNE, DRAFT VILLAGES ON THE PONDS 11TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 11TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 By: as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by as of Pond Promenade Ventures, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, My Commission Expires County, Minnesota I hereby certify that I have surveyed and platted the property described on this plat as VILLAGES ON THE PONDS 11TH ADDITION; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated other than as shown. Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Surveyor. Notary Public, My Commission Expires County, Minnesota CITY COUNCIL, CHANHASSEN, MINNESOTA I hereby certify that on the day of Mayor By: COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA 20, by Marcus F. Hampton, a Licensed Land 20. the City Council of the City of Chanhassen, Minnesota, approved this plat. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of John E. Freemyer, County Surveyor COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in 20_ Laurie Davies, County Auditor/ I reasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA Clerk 20 and prior years have been paid for land described on this plat. Dated this day of I hereby certify that this plat of VILLAGES ON THE PONDS 11TH ADDITION was filed this .M. as Document No. 0 Matt Lundgren, County Recorder day of 20 at o'clock /\ L 1 -r• 1 1 r- 1 1 I\1 1 1--1 1.- \/ I • rN /, L 1 r% I•, I 11\1 I 1 A /, r- h- /, 1 T I I r- I 1 I\I I Fi F- ,/ 1 • I I I L_ rN F- I 11\I I I 1 v 1 • L/ CITYOFCHANHASSEN RECEIVED OCT 1 3 7014 CHANHASSEN PLANNING PEPT S89045'070W 148.33 NORTH ' Fo LS146i5'1 — — 1/ 11 I /\ I F- `. • 1 1 I\1 I Fi f- F� I 11\1I I `. L_ 1 \/ 1 • L/ \/ 19.64� FU LS14675 O , \ `'- /-, --- < F! 1 1 AI I I 1 1 1 1 1 I I\ I / \ -ORA/NAGS a' U7)LITY EA $EXWT- - , . N83 \iV'03/1.�i�r M522 + 'I•w �o,,' FD LS15612 �_0= 49-76 i�� —J----------------------�0 S89"41J60W 196.65 In' ,♦ T---z ---- -- n >20.00 TYEAMEN UpU--------------------- ORAll —-- r_1,-------- S69"41;i69Y10..58 ♦�'1878EAST p0 1820 L=1270 _320 N89°45'07"E 187.54 I \ i \10 576°12'32 W 114-, O �,,. 1 7 5 I 0 I " p I L_g6.78 R=27467 D- I •r I� I M °45'49"E I w °D �� C e.7g6 28 LOT 1 I r I m Icp� LO 1�+i p •\N ab I fh tP Z ie ° A BLOCK 1 o I I a � 0 01, � . m I I L I INN m I 1/ 11 LAA 1 11, I I K N69'45'0%E 10 w 5 I : v I I 20.00 .500"1453� '\ 1 1 1 \ 20.60 1 \ N00%45I I 3"W I , \� \ \ 20% \\ 20.52 � I I / S89°45'07"W 178.92 \ o _ 1 \\ \\ z \\ \ORI ��\ \\ 10 .-866 \ 10 \ �'—�---� \ E----------------- �L, I \N89 59 09� 32.85 \\` - N89"5909 E 116.03 I / 10 n / \ I \ "o$ N ° , OUTLOT B \ r ♦, of POND _ 94Q.3 #ci, \ ` ` ` � � - _ ♦ • /' , n ��L 06/19/2014: �\ _ -> AIDR AGE & UALITY EASEA/ENT <` `,-ae \ \g \ WA1FR q\ UjjLIrY pR MEN' \ n I-EAi i w /W,24 a-a°�s40• '�- N89045107"E 118.62 -' t=25.27 1p \ \ 10 V / 1 I 1 1 • O, r- e� /, \ I r I I r- r, .. L I rN r, -'� \ \ o \/11 1 /11�f-`. 111\1 1 F<F- 1-111\1I I`. • I L_ L_ �-\ ./ L_ ./ \/ 1 • 1 1 1 L- 1 BENCHMARK TNH:949.94 / g90 o / / O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 47481. / 1-0`• DENOTES 1/2 INCH IRON MONUMENT FOUND. / NORTH / 0 30 60 THE EAST LINE OF OUTLOT B, VILLAGES BYTHE PONDS / 4TH ADDITION, IS ASSUMED TO HAVE A BEARING OF / SCALE IN FEET SOUTH 00 DEGREES 14 MINUTES 53 SECONDS EAST. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 1 I I LIJ — —T —T _1_ 60 \- , --- �-\ L_J L J _• i-\ , L_J .-, i, L1_ -T- i I SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING O NO h- \/ • 1 L_ L_ < —. NO L_ ./ .J 1 r 1 I I I L_ .J 1 . L/ NO ON hI r I I r- 1F- ♦/ < Yf 1 I 1 I /t 1 11 11 I I I\1 r♦ ON k I r% o` I I 1 11\11 I I NO I . v .i Al L_ 11 11 11 . I v r- 1F- ♦/ FJ 1 11\I I I ` 1 ♦J I r L/ �/ 25868004-0 / ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS v,SSN INC .9`A _/ - \ 258620010 NORTH \ I < i 530 POND PROMENADE FD LS14875 0 / • LSL4675 '+ WHEATSTONE RESTAURANT GROUP 19.64 11� age 10, J ■ qN 10 IF — — — - DRA/NACE l7//j7Y EASEMENT- - -' t z - \ 6 r �/� ) 3522 <2 DD /_ S �:935. 950 i � � � � \ kt-q�� o � • DD_ 4 ��30003 0 v I �I M F=_ 49.76 0 / �0 / 60 < L - \ OF-P-RO-M--EN-A-D-E05 `I gz TIRE \CO :995zNNVio SB'4176_W196.65 33>20. 00E2.a - ---_ I I I J T I / ' - UI < — — — — — S o E•9M i �► Y � � d _ Inl�^ " EfJ I � i S89041'36OW 189.58 \ mgjbw 4 \ I �� EA / BM#1 -- — — I t ��787B l^ p EAST \ r 0 R= Q TNH: 953.58 0 r I \ 18.20 /✓ L-�17_ � ����� ©T N89 45 07 E 187.54 — — — — — - -�4 / _ -T- � FDn • 1� �_ / 1 S'Se42 .W y24��, I 10 I RE93� t -U �I I TLOT A J l / I 0.927 AC } _ 4-0,373 SF ° 144 D/ _ I 1 I ,gr9.�9 4 n-2o°'Sr C-9s.78 .67 p R=24\ (/ T \ p 0 N $' I 1 0, n •11 T — \ _ — i ILO 1.236 AC I Z I\ 1 0 e 53,851 SIF I - / Q I 1.l • , _ 10 I 1 ,, r I 20.00 , ` / N89 45 07"E N00 F\`��i^ �.`` %453W �\ o \ m7 o c \ — — c — tt G S89°45107rW 78.�2 1 \ \' '� \ L mac,\ / _ _ _ t — — — — — — Ngg�9�9 10,J / 59'09 E 32.85 tt / \s. _ / ; �-jo 45o�r� o \ ouTLor\B l d POND \� / ✓ , 11� \ qL` / _ J\ 0.550 AC\\ /�� J : t\ \ ooi \ \\ • �/ / 19/2014: 940'3 w\ _ \� _ /�/ // ��/ \ n y2 ^ o \ \ <�� ON 08/\ _ — _-MNA UAl�TY/EASEMENT �. �� y1ATER � UN �Lit's \ O \ I \ \\ ' / / /UI' \ a' O- o s\ \ / 0 N c-- - \ D RE945.fi244 / a9�� as as as o .� —� — as a as as—�a — / IE: 937.67 - P RE: 946. e \ ��f \� 4 4 Q Q d E 93a3b 4 4 s 4 Q 1 �y�,� �// I{fE925.99 \ e LAKE DRIVE OUTLO IA E Z 6°' ''^ ®�B /1D �` Z �!�-G /—I I II I y I I—tI Imo- r�i G \,o o \ ON I, I -r I I r� ,♦ I r� ON BM#2 n t/ I I • ,� r- „ 11 I\I I F� f- F I I I\I I I `� / / TNH:949.94 i- ( _ \I 1 r 1 I I l._ ' ♦J 1 r L/ �/ r 9�NO NO / s QE+�gq'�' x r + —I— I 1 • r — r \ r \ 1 —I— 1 , \ \ I / ON • I -r I I r- r♦ ,N . I rN e, / I F� / t F- I 11 I I 1 11 11\I / 11 I\I I I- I F- 1•J I 11\I 1 1 � NO I r I I I L_ I \, I r L/ ./ �/ L/ 1 1 1 \I I r 258380010 s < I I I A ,N r_ 501 LAKE DR / k , PHM/CHANHASSEN INC ...... < p • I �_ L_ NO L_ v / / eD / —DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. Abstract Property PROPERTY SUMMARY Lot 1: 53,851 S.F. Outlot A: 40,373 S.F. Outlot B: 23,949 S.F. Total Area 118,173 S.F. —CONTACT INFORMATION — Owner: Northcott Company 250 East Lake Drive Chanhassen, MN 55317-9364 Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 Surveyor/Engineer: Sambatek, Inc. —SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. --VICINITY MAP PP0°��.SJOP 5 � BLVD SITE 3 a° ° �h s �Q J� PAP ro� 212 AIR N.T.S. 18 - -- NORTH 0 30 60 SCALE IN FEET ikSambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 1A 7OFC4ANHA$SEIq RECEIVED OCT 13 2014 c4AMHA9%yP,Am4,NO,,pT Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. Marcus F. Hampton Registration No.47481 Date: 09/04/2014 If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: DL Approved: MFH Book / Page:1012/21 Phase: Initial Issued: 09/04/2014 Revision History No. Date By Submittal / Revision A 10/08/2014 OIL UPDATE LOT LINES ADD EASEMENTS Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 11TH ADDITION Sheet No. Revision C103 A •n.r m 'm1e. imtao..,-imanna Project No. VEN20145 DRAFT VILLAGES ON THE PONDS 11TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 11TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this day of .20 Signed: as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this as the company. Notary Public, My Commission Expires County, Minnesota day of 20, by of Pond Promenade Ventures, LLC, a Minnesota limited liability company, on behalf of I hereby certify that I have surveyed and platted the property described on this plat as VILLAGES ON THE PONDS 11TH ADDITION; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated other than as shown. Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Surveyor. Notary Public, My Commission Expires County, Minnesota CITY COUNCIL, CHANHASSEN, MINNESOTA I hereby certify that on the day of Mayor By: COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA 20 by Marcus F. Hampton, a Licensed Land 20 the City Council of the City of Chanhassen, Minnesota, approved this plat. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of John E. Freemyer, County Surveyor COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in ,20 Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA Clerk 20 and prior years have been paid for land described on this plat. Dated this day of I hereby certify that this plat of VILLAGES ON THE PONDS 11TH ADDITION was filed this .M. as Document No. 0 Matt Lundgren, County Recorder day of 20 at o'clock A e% r- 1/II 1 /\1,I-- , r I L_ L_ /—\ \/ L_ 1/ r\ /\ L I r\ F� 1 11\1I I CITYREMVF� OCT 13 2014 CHANNASSEN PLANNING nEpr \ r I I 1 • i� r- i� F- Ti or— F- v r% S89°45'07'W 148.33 \ 1 1 I 1 • �. r- ,• ,. . 1 r I I r- r♦ ,. L I „ NORTH -- FD LS14675 --' \/ 1 I I /\ 1 � f- �. 1 11\1 1 F� F- F� 1 11\11 I 1. I I ` FD LS14675 - •!_ /'\ 1 1 1 L_ 1 ./ I r L/ .� 19.64 O ` 'i -I // �� fO r — �- \\ - - f e i i /A\ i i i i i i i i is i / o DRAINAGE & UAUTY EASEMENT- - ' „ I . LI ,—, L/ LI 1 I I ., 1 . �r� L 83 W\O3•r /1.44 Ii I I )J522 r-- --- --- 49.76 o J 10 60 •w '10 Fp LS15612 r ------------------------ ��2�1 S89141'3610' 196.65 I -' / . ly ENT - - Ito i20.00 / EASEMENT , , • A� B U1IU `�------------- Ito — — — — — — — — — — 23 FAIN -------- Ito 32 ��rt1°41 - - - - - - - - - s' - S89°41 i6'W IB9.SB I I&78 EAST p.00 18.20 L=121.70 R- — P N89045'07"E 187.54 I I\ --------�O N 1 / \ I .W 224.38� , v 1 9 W i 578°4232, . 101' I 106g°AD�� I 2 { N I or, I O �-:.' I 11 L-96.78 R=27467 I .r dJ7 ° ' `I /�<<�, W) I 11 c c. 8 LOT 1 I W I M r I � oo In 1`, I 0 P L �I CO IU') O U) .r Z i TO BLOCK 1 I 1 I , 7 1K ° I 1 10 I l i .. N8 20.007 £ SWO14 5J E W% I -1' 20.60 s s\ l \ o\ \ N00°145352 < I I 389°45'07"W 178.92 , 1 \ \ Z cA \ 20.52 \ I \ I 1` 1B\ \\ 10 �'866 \ — ---� N89159'09'E 32.85 \\ N89'S9'091E 116.03 � - \\ J\ .0�•E \ / 05 / `t:s OUTLOT B \ In 1' \ S LZ \ \/4 \ Ski poNO + \ , r- LEVEL pN 08/19/2014: 940.3 �-� D AIR NAGf- & U77LITY EASEMENT `�' �S WAS 0 di DRAINAGE EASEMENT g0'pc24'4i16 d 3°4540'.-' � N89045'07"E 118.62 L=2527 ra \ \ \ �A2 R�385' •• " 10 \ s I A e% r- r, /\ L 1 —1— 1 or- r\ IN L 11 I, '] o \/ I I I\ 1 F- �. 1 11\I 1 F• f• F1 11 I\11 I 1 L_ L_ 1 \ \/ L_ .� \I 1 . 1 1 I L_ 1 �� 1 , L/ .i BENCHMARK :J9 / / / / / / NORTH / 0 30 60 / / SCALE IN FEET O DENOTES 1/2 INCH BY 14INCH IRON MONUMENT SET AND MARKED BY LICENSE NO.47481. • DENOTES 1/2 INCH IRON MONUMENT FOUND. THE EAST LINE OF OUTLOT B, VILLAGES BY THE PONDS 4TH ADDITION, IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 14 MINUTES 53 SECONDS EAST. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 I 1 1 —T- -r- 60 SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. I Z Abstract Property ` \ \ —PROPERTY SUMMARY Lot 1: 53,851 S.F. Outlot A: 40,373S.F. r% IN 4 I rN e, Outlot B: 23,949 S.F. \ t� I,%\: L:.. Total Area 118,173 S.F. �� CONTACT INFORMATION I I 258680040 � -"" ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS ASSN INC • tp Owner: Northcott Company _ — 250 East Lake Drive 4 IN r- ,. Chanhassen, MN 55317-9364 I I I I 4 ON r- e, IN L I -r I I r- r♦ ., L 1 r. e, 258620010 NORTI I I < Venture Pass Partners, LLC t1 I I I i_t I , I-- `. I 1 n1 I f< 1- 11 � 1 1 1\1 I I `. • ' `- `- ` " `- " " ' ` ' ' ' `- ' " ' ` " " 530 POND PROMENADE WHEATSTONE RESTAURANT GROUP 19.64, FD LS14675 o r • O7 W LS�4675 \\ X __" ' '-- 19620 Waterford Court I, 4 1 T I I r- I ��\ � -0� �- ' � � '-` ♦-, Shorewood, MN 55331 p ., r. r. 4 r. r. I T I ... IGB(/j a9 �f€:gSDA \---------- for---- r Surveyor/Engineer: Sambatek, Inc. „ < Ff I I /\ I I I I I I I I 11\1 I s i i 1- I L, L, I I I ,. 1 , <D/ 8 N� J 946 • ` - DRAINAGE 6'-/i7V7Y EASEMENT- - p w _-- •,I �•00 03 E bD i I > 3522 I U C_ I „I •L, .. I -- 49.76o--C�NEJ /--------------- - ' I orn� L �< ;:':;'r' /(,,�,��� __0_S FT W OF PROMENADE ` � / h r, I .... I , e I _� 36'RCP 49.E . \ \ S89°41'36'W 196..65 \ �lo� ``�20.00 F-92.55 � i �_ I I I K` i yi E g 5 g5 ' --�— I I i-I _ I )I30 / 11 DD i 4 A EIA� -fir ' ' BM 1 S89 41;M"W 189.58 \ . 1878 - _ L I� ,, m EAST 0 R= �`/ TNH:953.58 e I ' —1�17 — ©T N89 45 07 E 187.54e XI— u ' 12 ��° 4,.79 "W 4.38 -� FD i 1' — ' °42 4 s76 RE.949'32? '� �p"I • �� — -� — — / j — — _ _ _ �� f1�1- / /- D 10 -b 1' 'I i POND 9e�'11 �0.9270 AGA N1 11�- 4C3S9e4�j'49 \\ // I 2� t I 1 a O / ✓ �, 11 / L=96.78 R-27 V 1 wll N \\�_�---J ------ \ ( I I 11 1 �•n�. _ 10 1.236 AC I Z 1'^ 9Q0 0L — — / 53,851 SF 1 c 10 I 1 ; - s k I / \ N89 �7E SA4'Sd N00745 'W \1`l S89`45'07ew 78.?2 %_/- L Os N89`99 09 E 32.85 POND OUTLOT \B s �e ry/ / t � 'lnr0 tP I(\\\ I \ p // '_ - 23,949 SF , ��/� /� / N ` ^ - "''0 \ \ `o\� c^ N �/ / O8/19 2014: 940'3 u\ -` ` - / '� n ^1 2F O ! \ \ �Z� R �VEL ON / � �RMNAIT & A/YTY/EASEMENT <` \ \ \ // WATE 120 Lo N UJ v LU 5 o O U OYJ `-- m N > IL s - -T- LnL1J -r JI o sss / J 1 I I L J.J o� s �l 5 2' 1A �:946. a t2'CM'P --' N 00 so if D RE: 945.62QQ 49�— 44 44 44 7z< —�— 44 Q \ IF' 937.67 36•CMP RE 946. 4 4 -� 4 4� 4 4 4 4 IE:93 6 4 4 s4RE: 4 4 1\ E 944.69 OO IE.925.99 \ LAKE DRIVE OUTLOT A ° s°' i, I -r I I r� „ r. I r� „ BM 2 n 7--:::- ON , yC �.4` I I _ 1 / \ I , I- . ., I , I I I L _ ,. I . v ., TNH: 949-94 / /- ',.1\`7, / 1 _ Ad o \ r� r7 T I I 4 r- r\ rN I n- I O, . I - T- i, 4 I -r I I r- r% ON 1.- I , I f� /\ F- I 11 11 I 1 I 11\I / G / I I I\I 1 F11.- 1-1 I I I\I I I _ , I I I 1Q, I I., L, I 11„ I • I J 258380010 % I I I I 4 e%r-r, 501 LAKE DR �-- \ t 1 11 1 I t I, I-- PHM/CHANHASSEN INC \ r♦ � r♦ r♦ I i A L < I I ` 11` I I J L_ , , I I / '0 % 1XI 'I-/ / I I M --SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. — VICINITY MAP NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ':IT1' OFC;HANHAg,31EN RECEIVED OCT 13 2014 C1)4AIHA9%N PLANIWNB 0Epf Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. Marcus F. Hampton Registration No.47481 Date: 09/04/2014 If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: DL Approved: MFH Book / Page:1012/21 Phase: Initial Issued: 09/04/2014 Revision History No. Date By Submittal / Revision A 10/08/2014 DL UPDATE LOT LINES ADD EASEMENTS Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 11TH ADDITION Sheet No. Revision C103 A DO I n. ?0l4 - I n�saam - us.rs73 Project No. VEN20145 LAKE DRIVE r P 1 La ..,...ram L ,IMLMe�M iIY1RM M W tlO4i I.I"1.1iL,ww'0.. r�'e nwreMrx M... 1. .,,IY Mw.rIYOA /.rV.r . •,rr sm..uesnwn 4 Y9eS �ei,rl r r rw n. �.waa.Yi1prw wr r� Chanhassen Retail, LLC - " raw Gm l SW Nob Sim Leg� m Site Nato 0 mm Irn.l x. fm[r, RW K Yr+e I,rm .� wW NOT FOR CONSMUMON I— WM —G., Shoes of Chanhessen avll am FMe