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CAS-11_2018-11 SITE PLAN REVIEWTuesday, August 20, 2019 PROPOSAL SUBMITTED TO: Control Concepts, Inc. 18760 Lake Drive East Chanhassen MN 55317 Don Christner 952.345.6207 C� CUTTINGEDG'E �txersm s'<rrrTryl� CEPM hereby submits proposal and specifications for. PROPERTY NAME / LOCATION: Control Concepts 8077 Century Blvd. Channhassen Plowing Square Feet: Shoveling Linear Feet: 2019 / 2020 Snow & Ice Management 'Hourly' Contract Snow removal services on parking lot areas shall commence at: inch s accumulation of snow. clJ Snow removal services on sidewalk areas shall commence at: ,K . inch s accumulation of snow. Ice control services will be performed automatically for snow events under the trigger or for ice events. All parking lot, shovel and ice control services will be performed on a'hourly' basis: Hourly rates for equipment and services 4 x 4 Plow Truck - Standard $59.00 per hr. Sidewalk Shovel Labor $40.00 per hr. 4 x 4 Truck w/ 8' 5tr. Plow $65.00 per hr. Shovel Crew Truck $40.00 per hr. 4 x 4 Truck w/ 9' Str. Plow $70.00 per hr. Two -Stage Snow Blower $45.00 per hr. 4 x 4 Truck w/ 10' Str. Plow $75.00 per hr. Walk -Behind Broom $50.00 per hr. 4 x 4 Truck w/ 8.5' V-Plow $72.00 per hr. ATV w/ Plow $55.00 per hr. 4 x 4 Truck w/ 9.5' V-Plow $75.00 per hr. Utility Tractor w/ Broom / Plow $75.00 per hr. 4 x 4 Truck w/ 10' Containment Plow $80.00 per hr. Polar Trac w/ Broom / Plow / Bucket $85.00 per hr. 4 x4 Truck w/ 11' Containment Plow $85.00 per hr. Tractor w/ Plow $115.00 per hr. 4 x 4 Truck (2 ton) w/ Plow $90.00 per hr. Tractor w/ Blower $160.00 per hr. Bobcat w/ Bucket - Sidewalks $55.00 per hr. Dump Truck w/ 12' Snow Plow $115.00 per hr. Bobcat w/ Bucket $60.00 per hr. Dump Truck Tri-Axle (Hauling) $100.00 per hr. Bobcat w/ Snow Bucket $75.00 per hr. Dump Truck Quad -Axle (Hauling) $125.00 per hr. Bobcat w/ Bucket - Multi -Speed $80.00 per hr. End Dump (Hauling) $145.00 per hr. Bobcat w/ Snow Plow -Str. $85.00 per hr. Bull Dozer $200.00 per hr. Bobcat w/ Snow Plow -V-Plow $90.00 per hr. Road Grader w/ Plow & Wing $165.00 per hr. Bobcat w/ Snow Blower $125.00 per hr. High Capacity Salt Truck $75.00 per hr. Bobcat w/ Snow Blower - Hi -Flow $145.00 per hr. 80%Sand / 20%Salt Mixture $100.00 per ton* Front End Loader - Mid Compact $100.00 per hr, 100% Road Salt $150.00 per ton* Front End Loader w/ 3yd Bucket $135.00 per hr. Treated D.O.T. Road Salt $200.00 per ton* Front End Loader w/ Plow $125.00 per hr. Liquid Magnesium Chloride De-icer $5.00 per gallon* Containment Plow 8' -10' $50.00 per hr. Safety Salt Buckets $50.00 per unit Containment Plow 12' -16' $80.00 per hr. Safety Sand / Salt Barrels $125.00 per unit 600 hp Snow Blower $265.00 per hr. Safety Sand / Salt Barrel Refills $50.00 per unit Airport Snow Blower $350.00 per hr. Sidewalk De-icer $0.70 per lb* Snow Metter Price On Request *Market rates will apply. CEPM 2735 Cheshire Lake tprth, Plymouth MN 55447 www.CuttingEdgePM.com Control Concepts, Inc. Initial: Office: 763.755. 3800 Fax: 763.780. 3802. SQOV�U_r7 (5) Days Per Week: (2) Days Per Week: Tuesday, August 20, 2019 PROPOSAL SUBMITTED TO: Control Concepts, Inc. 18760 Lake Drive East Chanhassen MN 55317 2019 / 2020 Snow & Ice PROPERTY NAME / LOCATION: Control Concepts 8077 Century Blvd. Channhassen 'Ice Control' Contract Pre -Treatment Application: A pre-treatment of liquid magnesium chloride will be applied to parking lots and/or sidewalks 24 to 48 hours prior to an impending snow event. CEPM will use its' discretion in applying the liquid pre-treatment relative to weather conditions. In the event that it does not snow, the pre-treatment will remain effective for up to 15) days. Material: Liquid Magnesium Chloride: $5.00* per gallon applied, plus $75.00 truck charge `Market rotes will apply. �',, / Parking Lots - Accepted: Sidewalks - Accepted: Both - Accepted: Not Accepted: `-" — Dunne and Post Event Application Protocol: Daytime Event Application: De-icing services will be performed on parking lot and sidewalk areas during daytime or business hours on an as needed basis to maintain safe conditions on the site. Post -Event Application: A post -treatment will be applied as needed to maintain safe conditions following a final full plowing and shoveling after a snow event. 'Cutting Edge Property Maintenance will use its' discretion on when to apply de-icing material and what type of material used relative to weather conditions. All deicing will be billed on a time and material basis. Material #1: 100% D.O.T. Road Salt: Material #2: Treated D.O.T. Road Salt: Material #3: 80% Sand / 20% Salt: Material #4: Liquid Magnesium Chloride: Material #5: Sidewalk De-icer: 'Market rates will apply. Accepted:1" 0 $150.D0* per ton applied, plus $75.00 salt truck charge $200.00' per ton applied, plus $75.00 salt truck charge $100.00* per ton applied, plus $75.00 salt truck charge $5.00• per gallon applied, plus $75.00 salt truck charge $0.70* per pound applied, plus sidewalk labor charge Not Accepted: *Any Ice Control will be Per Request. *if not accepted, customer shall hold contractor harmless for claims by any person or party claiming an accident or injury due to slippery or icy conditions on any and all parking and sidewalk areas on the property. Property Safety Checks - Ice Patrol: $35.00 Flat rate charged per day. (Any Ice Control material not included) CEPM personnel will patrol property prior to 6:00 am on non -snow days, checking parking lots and sidewalks for any hazardous conditions that may exist. Any hazardous conditions will be addressed and serviced immediately. Any ice control materials will be charged separately. Not Accepted: C "J (4) Days Per Week: (1) Day Per Week: (3) Days Per Week: Weekends: Safety Sand / Salt Barrels $150.00 per unit delivered — 50 gallon barrels containing 80%sand / 20%salt mixture. Operable lid and application scoop. Barrels are typically placed near loading docks, entry/exits, garage ramps, problem and sloped areas. Accepted: Not Accepted: C Total Needed: Safety Salt Buckets $75.00 per unit delivered — 5 gallon buckets containing de-icer material. Operable lid and application scoop. Buckets are typically placed near building entrances and loading docks. Accepted: CEPM Initial: Not Accepted: C-j Total Needed: Control Concepts, Inc. Initial: 2735 Cheshire Lal-orth, Plymouth MN 55447 www.CuttingEdgePM.cam Office: 763.755.3800 Fax: 763.780.3802. Tuesday, August 20, 2019 PROPOSAL SUBMITTED TO: PROPERTY NAME / LOCATION: Control Concepts, Inc. Control Concepts 18760 Lake Drive East 8077 Century Blvd. Chanhassen Channhassen MN 55317 1 2019 / 2020 Snow & Ice Management Contract Specifications 1. Contract Duration: November 1, 2019 through March 31, 2020 or longer If multiple year term is selected. - / 2. Snow removal services on parking lot areas shall commence at: �rl I-- ch(s) accumulation of snow. C W 3. Snow removal services on sidewalk areas shall commence at: p:5 ,jAch(s) accumulation of snow. 4. All parking lots and sidewalk areas will be cleared by 7:00 am.. 5. During late and/or continuous snowfalls after midnight, parking lot areas and sidewalks will be made accessible with an initial clearing by 7:00am. 6. During continuous and/or heavy daytime snowfalls, parking lot areas and sidewalks will be "opened up" throughout the day and billed on an hourly basis. 7. De-icing services will also be performed as needed to maintain safe conditions during periods of light snowfall, ice events or events under the plow and shovel trigger depths and billed on a hourly basis. 8. Snow accumulations will be cleared from all plowable areas curb -to -curb and stacked on appropriate or designated areas of the parking lot. Snow will only be pushed over curbs onto turf areas when instructed by the Owner or representative. 9. If snow levels become excessive, it may be necessary to relocate or remove snow piles to provide space for parking of future snow storage. This work will be performed on non -snow days and will be billed on an hourly basis. 10. All parking lot and sidewalk de-icing services will be performed on a hourly basis. De-icing treatment will be performed following each snow event. During periods of heavier snow, de-icing services will be performed on an as needed basis until a final clearing is completed to maintain safe conditions. 11. Contractor will mark curblines, islands, entry/exits, drains, catch basins and hydrants. 12. Contractor will be responsible for mechanical damage to plantings and turf areas due to snow operation if instructed not to stack snow onto turf areas. 13. Contractor will not be responsible for mechanical damage to plantings and turf areas due to snow operation if instructed to stack snow onto turf areas. 14. Contractor will not be responsible for any plant or turf damage due to ice control applications or from stacking snow on turf areas. 15. Contractor will repair at our option any previously intact concrete curbs that are damaged from the snow operation. Both parties acknowledge that surface chipping and scratching may occur from normal operation and contractor shall not be held liable for these damages. We will repair any damage to previously patched concrete curbs at owners cost if instructed. Damages to any asphalt curbs will not be repaired by the contractor. It is understood that asphalt curbs cannot standup to the rigors of snow removal. 16. Contractor will not be responsible for damage to irrigation systems along sidewalks or curblines. 17. One hour minimum charge on all equipment and labor. One ton minimum on all bulk ice control material. Portal -to -Portal charges prevail. 18. Contractor will provide qualified personnel to perform and supervise all operations. 19. All payments are due within 30 days of invoice date. A 1.5% finance charge will be added to the remaining balance for any past due accounts. Account may be suspended if open invoices are not paid within 60 days. 20. A 30 day written notice is required by either party before termination of this contract. Contract Duration Options: 1 Season: 40 thru 3/31/20 3 Seasons: (2% Increase) thru 3/31/22 'Please choose option. 2 Seasons: (Pricing Flat thru 3/31/21 4 Seasons: (4% Increase) thru 3/31/23 By: Title: Date: Control cepts, Inc. B : Title: Loh'k �tl/AKIt1�L Date: �A I C tt rope y Maintenance 2735 Cheshire Lane North, Plymouth NIN 55447 www.CuttingEdgePNI.com Office: 763.755.3800 Fax: 763.780.3802. I PLANNING COMMISSION STAFF REPORT Tuesday, June 4, 2019 Subject Consider a Site Plan Review for Development Within the Bluff Creek Corridor for Property Located at 8077 Century Boulevard and Zoned Planned Unit Development (PUD) Section PUBLIC HEARINGS Item No: C.I. Prepared By Robert Generous, Senior Planner, AICP File No: Planning Case File No. 2019-04 The Chanhassen Planning Commission recommends approval of the site plan for a 54,276 square -foot, two-story office, warehouse and manufhcmring building subject to the conditions of approval and adoption of the findings of fact and recommendation. The applicant is requesting site plan approval for a 54,276 square -foot, two-story office, warehouse and manufacturing building. Bauer Design Build / Zion Investments, LLC PRESENT ZONING: Planned Unit Development (PUD)/Bluff Creek Overlay District LAND USE: Offioe ustrial ACREAGE: 5.23 acres DENSITY-: 0.16 F.A.R. Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article )OCIH, Division 7, Design Standards for Commercial, Industrial and Office -Institutional Developments Arboretum Business Park Development Standards On Mav 29. 2007. the Chanhassen City Council approved the following: Preliminary and final plat for two lots and one cutlot (Arboretum Business Park 7th Addition). Conditional Use Permit for development within the Bluff Creek Corridor. Site Plan for a 51,800 square -foot office/warehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the she for development within the Bluff Creek Corridor on Lot I, Block 1, Arboretum Business Park 7th Addition. On September 24. 2001, the Chanhassen City Council approved Interim Use Permit (IUP) 42001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) 42001-8 to permit development within the Bluff Creek Overlay District The ]UP and CUP included this property. On July 28, 1997. the City Council approved the following: the ordinance for PUT) #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. RECOMMENDATION The Chanhassen Planning Commission recommends approval of the site plan for a 54,276 square -foot two-story office. warehouse and manufacturing building subject to the conditions of approval in the staff report. ATTACHMENTS ❑ Staff Report ❑ Application for Development Review ❑ Findings of Fact and Recommendation ❑ Title Sheet Preliminary Floor Plans. Building Elevations ❑ Atlas Land Survey' ❑ Existing Conditions ❑ Demolition Plan ❑ Site Plan ❑ Grading and Drainage Plan ❑ Stomm Sewer Pollution Prevention Plan (S WPPP) ❑ SWPPP Notes ❑ Utility Plan - Sanitary Sewer & Water Main ❑ Utility Plan - Storm Sewer ❑ Utility Plan - Foundation Draintile ❑ Civil Details ❑ Landscape Plan ❑ Landscape Details ❑ Public Hearing Notice Affidavit of Mailing List PC DATE: June 4, 2019 CC DATE: June 24, 2019 REVIEW DEADLINE: July 2, 2019 CASE #: 2019-04 BY: RC, RG, EH, TH, DN, JS, ET PROPOSED MOTION: "The Chanhassen Planning Commission recommends approval of the site plan for a 54,276 square -foot, two-story office, warehouse and manufacturing building subject to the conditions of approval and adoption of the findings of fact and recommendation." SUMMARY OF REQUEST: The applicant is requesting site plan approval for a 54,276 square -foot, two-story office, warehouse and manufacturing building. LOCATION: Lot 2, Block 1, Arboretum Business Park 7' Addition (PID 25.0680020) 8077 Century Boulevard APPLICANT: Bauer Design Build Zion Investments, LLC 14030 2 1 ' Avenue N. 7014 Willow Creek Road Plymouth, MN 55447 Eden Prairie, MN 55344 (763)999-7217 (952)474-6200 mikel(d,bauerdb.com cwatkins6&ccipower.com Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 2 of 15 PRESENT ZONING: Planned Unit Development (PUD)Bluff Creek Overlay District 2020 LAND USE PLAN: Office Industrial ACREAGE: 5.23 acres DENSITY: 0.16 F.A.R. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY Site plan approval for a 54,276 square -foot, two-story office, warehouse and manufacturing building. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Arboretum Business Park Development Standards On May 29, 200 ' tl�i a Chanhassen final plat for two lots Conditional Use Permit for approved the following: one outlot (Arboretum Business Park 71 Addition). the Bluff Creek Corridor. Site Plan for a 51,800 square -foot o ce/warehouse building (Mamac Systems) with a variance to permit only 32 percent build' parency on the western building elevation and with a 20 foot setback variance for ve aisle in the southeast comer of the site for development within the Bluff Condor on Lot 1, Block 1, Arboretum Business Park 7°' Addition. On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the Bluff Creek Overlay District. The IUP and CUP included this property. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 3 of 15 On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. DISCUSSION The applicant is requesting site plan approval for a 54,726 square foot, two-story, office, warehouse and manufacturing building. The building footprint is 39,779 square feet with a second floor storage/manufacturing area of 14,497 square feet. CC � Site Constraints Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit reveal that wetland is present on the site. The applicant has submitted a wetland delineation and type determination for city review and approval. Bluff Protection There are no bluffs present on the site. Bluff Creek Primary Zone 0 Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 4 of 15 The eastern portion of the site is located within the Bluff Creek Primary Zone. A Conditional Use Permit was approved in 2007 for development in the overlay district. This area is proposed for preservation as permanent open space. A 40-foot structure setback with the first 20 feet in buffer is required. A trail connection is required by the city from Century Boulevard to the existing trail around the wetland complex. Shoreland Management The property does not lie within a shoreland overlay district. F000dplain Overlay This property does not lie within a floodplain. ARCHITECTURAL COMPLIANCE Size Portion Placement The main entry is located in the northwest comer of the building with a secondary access on the north side of the building as well as an entrance in the southwest comer of the building. The main entrance is highlighted with a red colored metal canopy. Material, Co1o"nd-Betait— the and exposed prec'ast-Gonerete wall pan rt partition lines and band The concrete panels at the ces mcorpora e a a e upper levels of the building are a light gray, exposed aggregate finish with the lower portion of darker random rack finish. Accent and articulation is added through the spacing of aluminum storefront systems at the entrances and lower and upper five foot by seven foot window groupings along the street frontage. Five feet by five feet upper level windows are spaced around the warehouse area of the building. However, the building needs additional articulation to break up long expansions of wall area on the north side of the building. To avoid long unbroken expanses, buildings of more than 40 feet Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 5 of 15 in width shall be divided into smaller increments (between 20 and 40 feet) through articulation of the fagade. This can be achieved through fagade modulation -stepping back or forward or extending a portion of the fagade. Height and Roof Design The building height is 30 feet 6 inches to the top of the parapet. The parapet is topped with a dark metal coping material. The parapet is highest at the building entrance, then steps down to 29 feet 6 inches along the office spaces and steps down to 28 feet at the south end of the building. The height of the building at the loading doors on the east end of the building is 24 feet 8 inches. Facade Transparency The applicant meets the 50 percent glazing (window) requirements. Windows are provided in all office areas of the building. The windows are within anodized aluminum window frames. Loading Areas, Refuse Area, etc. Delivery and service overhead doors are located on the east side of the building facing the Bluff Creek preserved area. This side of the building is shielded by the building from the public right- of-way of Century Boulevard. Lighting The applicant is proposing 25-foot tall light poles around the parking lot as well as wall pack units around the building. LED lighting is proposed. All lighting shall be shielded and have 90 degree cut-off angles pursuant to city code. Signage The applicant is proposing signage on the north elevation of the building and a monument sign at the entrance. Wall signage is permitted on the street frontage. However, the city may approve signage on the north elevation if wall signage is not included on the west elevation. Signage must follow the standards for the IOP district. Monument signage may not be located within drainage and utility easements and will need to be moved to another location on the site or the easement may be vacated. A separate sign permit must be submitted for each sign. Site Furnishings The applicant is proposing constructing a trail as part of the development. They provide a patio for outdoor seating/picnic area in the southeast comer of the building. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 6 of 15 Landscaping Minimum requirements for landscaping at the proposed development include 4,498 sq. ft. of landscaped area around the parking lot, five landscaped islands or peninsulas, and 18 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 4,498 sq. ft. >4,498 sq. ft. —Trees/parkinglot 18 trees 18 trees -Trees/parking Islands or —peninsulas/parking-peninsulas/parking lot 5 islands/peninsulas 0 islands/peninsulas The applicant meets minimum requirements for trees and landscaping, but lacks landscape islands or peninsulas in the parking lot area. Bufferyard and Boulevard tree requirements: Required plantings Proposed plantings Bufferyard C — North 7 Overstory trees 5 Overstory trees prop. line, open space, 17 Understory trees 0 Understory trees 350' 17 Shrubs 0 Shrubs Bufferyard B — South 7 Overstory trees 7 Overstory trees prop. line, 500' 15 Understory trees 12 Understory trees 22 Shrubs 23 Shrubs Boulevard trees —1 tree 11 Trees 11 Trees per 30' The applicant does not meet bufferyard minimum requirements for the north property line. Staff also recommends that the applicant increase plantings to meet minimum requirements. Along the south property line, staff does not recommend adding trees to meet minimum requirements due to a lack of space. The rear wooded area on the lot is within the Bluff Creek Overlay District. This wooded area is in the primary zone and shall be preserved with the exception of the public trail connection. The plans show the removal of a large oak tree for the installation of a park trail. After an inspection of the site, it appears that a trail could be installed without the removal of any significant oak trees. Staff recommends that the trail alignment be field inspected and approved by the city prior to any removals and construction activity. The developer shall install Conservation Area signage at the edge of the preservation area. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 7 of 15 Access, Lot Frontage and Parking Location The lot fronts on Century Boulevard and proposes two access driveways. Parking is distributed on the western and northern sides of the building with truck docks located on the east side of the building. An access drive is provided around the entire building. Staff has concerns regarding the alignment of the northern access driveway with Water Tower Place. The applicant shall provide a traffic memo, prepared by a licensed traffic engineer, evaluating conflicting driving movements with Water Tower Place and the northern driveway access. This memo should contain recommendations for improvements and/or alignment adjustments. Fire Lane No Parking areas for all the curbing except those directly adjacent to parking spaces will need to be painted yellow with NO PARKING FIRE LANE signs posted per city/fire code. Miscellaneous There is only one hydrant on the property. Several are needed to meet minimum spacing requirements per MN Fire Code. The building is required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Building plans must include a code analysis that contains the following information: Key plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non - separated, Fire resistive elements (Ext. walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed building, including but not limited to: allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. EASEMENTS There are several existing easements on this property as shown on the survey. Two existing drainage and utility easements are atypical. Staff believes standard drainage and utility easements associated with the lot lines are appropriate for this site. The atypical portions of the existing easements should be vacationed to avoid the need for additional encroachment easements. A permanent easement will be required to be granted over the city's trail that will traverse through the property. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 8 of 15 PARKS & RECREATION The applicant is proposing a trail connection to the trial within Century Boulevard and the trail located within the Bluff Creek primary zone. No Park and Trail frees are being collected because there is no subdivision. The developer shall be responsible for planning, engineering, and constructing the "wetland trail". Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82"d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. Trail easements within Lot 2, Block 1, Arboretum Business Park 70' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the city to accommodate the "wetland trail". UTILITIES The developer will extend sanitary sewer and water service to the building from the existing utility lines in Century Boulevard. This will include the wet -tap of the existing 12-inch DIP water main in the street to establish an 8-inch C900 service connection for water, and the core drilling into an existing sanitary sewer manhole in the street to establish a 6-inch PVC service connection for sanitary sewer. All work within the public right-of-way, including the connections to the public utilities, will require permits through the city accompanied by traffic control plans. Prior to working within the public right-of-way and the connection to any public utility main, the applicant's contractor shall contact Public Works to schedule a preconstruction meeting. All call -outs on construction plans that reference a detail shall be updated to incorporate the sheet the detail is illustrated on and the detail number referenced for construction. This will promote clarity between public improvements and private construction (e.g. curb details, gutter details, pavement details, etc.). Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 9 of 15 GRADING The applicant is proposing to grade the site to accommodate the construction of an industrial building. Through the proposed grading plan, drainage will be routed away from the building into a series of catch basins and stormwater pipe located in the parking areas, and directed to an underground storage and treatment device. Grading for a public trail will be conducted within the Bluff Creek Primary Zone under the approved 2007 Conditional Use Permit for the development of the Arboretum Business Park Seventh Addition. This trail connection was a requirement by the city as passed by Resolution 2007-34 on May 29, 2007. The applicant is proposing the construction of an approximately 80' long modular block retaining wall between the northern parking lot and the public trail. While the top of wall and bottom of wall elevations provided are less than 4', the bottom wall elevation is noted to be "at grade." Bottom wall elevations of the entire wall section, or below grade, shall be provided. If the wall exceeds 4' in total height, the wall shall be designed by a registered engineer, and plans shall be submitted for review. DRAINAGE AND EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected prior to initiation of site grading activities. The applicant has proposed to install a trench drain directly adjacent to the loading docks located at the east side of the building. The trench drain is designed to capture stormwater, which is then routed to an underground detention facility, then to an infiltration facility, where overflow from infiltration is routed to a wetland and subsequent stormwater pond. Staff has concerns that in the event of a spill at the loading docks, if hazardous material and/or metals are utilized at the site, Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 10 of 15 they may enter the private storm system via the trench drain. Staff recommends the installation of a gate valve downstream of the trench drain to isolate possible hazardous material from entering the storm system. The operation and maintenance plan for the storm system should include the procedure for this isolation protocol. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The applicant has proposed a sub -surface stormwater management system which includes stormwater detention and infiltration prior to discharge to a wetland and stormwater facility north of the site. Further stormwater system design details are required to assess system functionality and performance. Staff also recommends alternatives be explored to manage flow and erosion from the point discharge exiting the site to the downstream facility. Compliance Table Code Project (Control Concepts) Building Height 3 stories 2 stories 40 feet 30.5 feet (to top of highest parapet) Building Setback N* - 0' E# - 0' N - 144' E# - 309' W-50,S-0' W-80'S-34' * There is a wetland buffer setback: 30 feet building, 15 feet parking # There is a 40-foot setback required from the Bluff Creek Primary Zone boundary. Parking Stalls 84 stalls 92 stalls (Office = 4 spaces per 1,000 square feet ((I 1,614/1,000)*4= 46); Manufacturing = 1 per employee on largest shift (28 employees); Warehouse = 1 space per 1,000 square feet for the first 10,000 square feet, then 1 space per 2,000 square feet ((9,782/1,OOO)=10) Parking Setback N - 0' E #- 0' N - 70' E - 230' W-10,S-0' W-10,S-11' Hard Surface Coverage 70% 48% Lot Area 43,560 sq. ft. 227.850 sq. ft. (5.23 ac.) Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 11 of 15 RECOMMENDATION Staff recommends that the Planning Commission approve the site plan for a 54,276, two-story building, plans prepared by Loucks and BDH & Young, dated 05-03-2019, subject to the following conditions: Building 1. The building is 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. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non -separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 4. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 5. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed building, including but not limited to: allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. 6. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. Engineering and Water Resources 1. The applicant shall provide a traffic memo, prepared by a licensed traffic engineer, evaluating conflicting driving movements with Water Tower Place and the northern driveway access 2. Vacate drainage and utility easements except the standard 10-foot wide easement associated with the front of the parcel in addition to the standard 5-foot wide easement associated with the side and rear portions of the parcel. 3. The wetland, wetland buffer, and the Bluff Creek Overlay District on the site shall be preserved and protected in perpetuity. Staff recommends that the developer dedicate those areas to the city to ensure conservation of these critical areas. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 12 of 15 4. Provide a permanent 20' easement over the trail throughout the parcel. 5. The applicant shall remove all existing fence located on the east side of the property. 6. Apply for an Encroachment Agreement for the private sidewalk. 7. Provide top of wall and bottom of wall elevations for entire retaining wall build, which includes retaining wall built below grade, i.e. bottom of wall. 8. Replace any striping removed in Century Boulevard. 9. All striping and signage shall meet the requirements of the MN-MUTCD manual. 10. Indicate lineal (running) slope design for the trail. Trail slopes shall meet ADA requirements. 11. Staff recommends the installation of a gate valve downstream of the trench drain to isolate possible hazardous material from entering the storm system. The operation and maintenance plan for the storm system should include the procedure for this isolation protocol. 12. Salvage existing topsoil and indicate stockpile location. 13. Water main fittings shall be epoxy coated. 14. Core drill to existing sanitary sewer main will require the installation of a boot at connection. 15. As the developer will be required to remove all material surrounding the existing public sanitary sewer manhole that is being proposed for connection, Public Works will inspect and determine if repair or rehabilitation of the manhole is required (e.g. rebuilding chimney, installing 1/1 barrier, etc.). 16. Appropriate city permits for construction within the public right-of-way shall be obtained prior to construction. Work within city streets requires a traffic control plan. 17. A preconstruction meeting with Public Works and Engineering shall be scheduled by the contractor prior to working within the public right-of-way and the connection to any public utilities. 18. Identify stockpile locations on plan. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 13 of 15 19. All call -outs on construction plans that reference a detail shall be updated to incorporate the sheet the detail is illustrated on and the detail number referenced for construction. 20. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.). 21. A SWPPP shall be submitted for review that meets the conditions of the NPDES Construction Permit 22. Provide design details for the stormwater management systems and associated hydrology models. 23. The applicant shall assess alternatives to conveying stormwater system discharge on and across City property that will not cause erosion or degradation. 24. The applicant shall demonstrate through modeling that the receiving municipal stormwater system has adequate capacity to accept the increased drainage volume. 25. Provide a planting and revegetation plan specific for grading within the bluff impact zone and the wetland buffer. 26. Provide boring locations on grading and stormwater utility plan sheets. Environmental Resources 1. The applicant shall revise the landscape plan to meet minimum requirements for the north bufferyard. Plantings shall be located between trail and parking lot. 2. The applicant shall protect existing trees to be preserved along Century Boulevard. Tree protection fencing shall be placed at the dripline or greater distance prior to any construction activities and maintained until construction is complete. Any trees that die will be required to be replaced. 3. The trail alignment within the Bluff Creek Overlay District shall be field inspected and approved by the city prior to any removals and construction activity. No live, significant oak trees shall be removed for trail construction. Fire 1. There is only one hydrant on the property. Several are needed to meet minimum spacing requirements per MN Fire Code. Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 14 of 15 Parks The developer shall be responsible for planning, engineering, and constructing the "wetland trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82nd Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. 2. Trail easements within Lot 2, Block 1, Arboretum Business Park 71 shall be dedicated to the city to accommodate the "wetland trail". Planning 1. The applicant shall enter into a site plan agreement and provide the security required by it prior to receiving a building permit. 2. A separate sign permit application, review and approval shall be required prior to site sign installation. 3. The building needs additional articulation to break up long expansions of wall area on the north side of the building. ATTACHWNTS 1. Application for Development Review 2. Findings of Fact and Recommendation 3. Control Concepts Title Sheet, Preliminary Floor Plans and Building Elevations 4. Atlas Land Survey 5. Existing Conditions 6. Demolition Plan 7. Site Plan 8. Grading and Drainage Plan 9. Storm Sewer Pollution Prevention Plan (SWPPP) 10. SWPPP Notes 11. Utility Plan - Sanitary Sewer & Water Main 12. Utility Plan - Storm Sewer 13. Utility Plan - Foundation Draintile 14. Civil Details Planning Commission 8077 Century Boulevard — Control Concepts June 4, 2019 Page 15 of 15 15. Landscape Plan 16. Landscape Details 17. Public Hearing Notice and Mailing List 9 \plan\2019 planning caul\19-04 control concepts�staff report control concepts 6-4-19.docx COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone. (952) 227-1300 / Fax (952) 227-1110 0 CITY OF CHANNASSEN APPLICATION FOR DEVELOPMENT REVIEW Submittal Dated-> ' J _ PC Date L' `I I `•1 CC Date 60-Day Revues Date 7' a ` /q Section 1: Application Type (check all that apply) (Refer to the appropriate Appkcahon Checklist for required submittal information that must accompany this sopkcahon) ❑ Comprehensive Plan Amendment ......_. _......._ $600 C. Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers... - $100 ❑ Create 3 lots or less.......................................$300 Create over .......................SM+$15 lot ❑ .$ v❑ Conditional Use Permit (CUP) Previously Paid (_ Iota) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 We) ... .... ...... ............. ........ $300 All Others ......................................................... $425 ❑ Consolidate Lots .............. ................................ $150 ❑� Lot Line Adjustment ........... ..................... ..._ ... . $150 ❑ interim Use Permit (IUP) ❑ Final Plat ...._.......... _._....__...... ..._..sts)...... .5700 ❑ In conjundim with Single -Family Residence . $325 (Includes $450 escrow for attorney costs)' ❑All Others...__.. _. _..__..._. _..... _. ......._ _$425 •nddfiortal esClbw may be required for other applications through the daValoprnend contract. ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD).... ...... __... $750 v❑ Vacation of Easements/Right-of-way (VAC) _.... $3D0 ❑ Minor Amendment to existing PUD.. ...._.... _.$1 D0 (Add bonai recording fees may apply) ❑ All Others ........ ...._................... ................. ..... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review. _.... .......... _. _ . _................... $150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative..._ __....__. __...._..............S100 ❑ All Others ....................................................... $275 0 Commercial/Industrial Districts'......................$500 ❑ Zoning Appeal .................................. $100 Plus $10 per 1,000 square feet of building area: (54,852 thousand square feet) ❑ Zoning Ordinance Amendment (ZOA)................. $500 44 'Include number of now ernemployees num 'Include number of..employees. ❑ Residential Districts.. $500 a NOTE: When multiple applications are prooaeeed concartlaly, _._. ..... _ _ the appropriate fea stall be charged forM�p eaplication. Plus $5 per dwelling unnitit (�units) _ s)_ ❑ Notification Sign (City toinstall and remow)._.... ... ..........................__.._..__..................................................................$2W Previous) Paid ... $3 ❑ Property Owners' List within 500' (City to generate after pre -application meeting)......................x................... per address ❑� Escrow for Recording Documents (check all that apply) Previously Paid _,addressas) „_. $50 per document v❑ Conditional Use Permit Previously Paid ❑ Interim Use Permit �L+J Site Plan Agreement i❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 dots.) ❑� Easements ( 2 easements) ❑ Deeds TOTAL FEE: $1.550 00 Section 2: Required Information Description of Proposal: Proposing construction of new 54,852 sf oficelndustrial building with warehouse Property Address or Location Parcel #: 25.0680020 Legal Description Total Acreage. 520 Wetlands Present? Present Zoning- Planned Unit Development (PUD) Present Land Use Designation Office/Industrial Existing Use of Property. Vacant ❑Check box if separate narrative is attached. 8077 Century Blvd Refer to attached ALTA Z Yes ❑ No Requested Zoning: Not Applicable Requested Land Use Designation: Not Applicable CITY OF CHANHASSEN CHANNASSEN PLANNING DEPT 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 app,ication. I agree to be bound by conditions of approval, subject only to the night 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, etcwith an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Bauer Design Build Contact. Michael LaQua Address City/State/Zip: 14030 21 st Avenue N Plymouth MN 55447 Email: mike.t@bauerdb.com Signature. Phone: (763)999-7217 Cell (612)597-3739 Fax (763)972-8707 Date SA-rs PROPERTY OWNER: In signing this application. I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etcwith an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name. Address City/State/Zip. Email: Signature _ Zion Investments, LLC 7014 Willow Creek Road Eden Prairie MN 55344 com Contact Cory Watkins Phone. (952)474-6200 Cell. (612)834-1225 Fax. Date 5-h 9 This application must be completed?rtyIL)and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Loucks Inc Address 7200 Hemlock Lane, Suite #300 City/State/Zip: Maple Grove, MN 55369 Contact TREVOR GRUYS, PE Phone (763)496-6706 Cell. (952) 334-7593 Email, tgruys@loucksinccom Fax Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Z Property Owner Via. 0 Email [I Mailed Paper Copy Name'. Patrick L Schneider Z Applicant Via. 2] Email ❑ Mailed Paper Copy Address. 5810 West 78th Street, Suite 150 0 Engineer Via. 0 Email ❑ Mailed Paper Copy City/State/Zip- Minneapolis, MN 55439 ❑ Other- Via: 7❑ Email ❑ Mailed Paper Copy Email: PatrickSocalhouncommercial.cons INSTRUCTIONS TO APPLICANT: Complete all necessary form fields. then select SAVE FORM to save a copy to your device PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a diigital copy to the city for processing. I --— - SAVEFORYL—PRafT FORM suaWT Fom CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Bauer Design Build and Zion Investments, LLC for Site Plan approval for a 54,726 square foot, two-story, office, warehouse and manufacturing building. On June 4, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bauer Design Build and Zion Investments, LLC for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 2, Block 1, Arboretum Business Park 7a Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is in compliance with the elements and objectives of the city's development guides as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Finding: The site has been significantly altered by previous grading on the parcel. The proposed development is in keeping with the general appearance of the neighboring developed areas. The development is preserving the Bluff Creek primary zone located on the site. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2018-11, dated June 4, 2019 prepared by Robert Generous, et al, is incorporated herein. 2 RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan for Control Concepts subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 41 day of June 2019. CHANHASSEN PLANNING COMMISSION IAN Steve Weick, Chairman CONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN m 7LW y(flfEll CITY OF CHANHASSEN RECEIVED MAY 0 3 2019 CHANHASSEN PLANNING DEPT A� MAusa CONTROL CONCEPTS nLirw� T0.1 ,51 i � E3 !I;I I S `i 1 • c- _ � 5� •y! - •tl it 1! U — •tl •11 !, !, 1! •11 _ 1; it •f ,5 4 •6 .li •11 _ ail •FI •jl •il '•i i •'s • ,il •el •li •II -tl At 11 9 h t• 1• � 'li •11 a) � •tl •H h p h h +jl •11 •11 •ii tl it w' �? 5 t i E Ija H 1: ih. t•; s — � � ---_a: �h: �•i it 1 t� hl 1•s t . 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Meuwissen, being first duly sworn, on oath deposes that she is and was on May 23, 2019, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing to Consider a Site Plan Review and Conditional Use Permit for Development within the Bluff Creek Corridor for Property located at 8077 Century Boulevard, zoned Planned Unit Development (PUD), Planning Case File No. 2019-04 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 thitG-GA_ day of M 2019. 1 Notary Public JEAN M SiECI�IM�: tJa1rY �� Disclaimstr This map is neither a legally recorded map nor a survey and is not intended to be used as one This map is a compmmtbn Of recordsinformation and data located in vabus city coi. state and federal ofices and other sources regarding the area shownand is to tie used tot reference purposes only The CM does not warrant that the G009111 b Information System (GIS) Data used to prepare tors map are error free. and the City does not represent that the GIS Data can be used for navigational. tracking or any other purpose requiring exacting measurement of distance or duei or precision In the depiction of geographic features The preceding disclaimer IS provided pursuant to Minnesota SmMes §466 03 Subd 21 (20D0). and me ufet of gall map admowl dges that the City shall not be liable for any damagesand expressly warva all Wens and agrees to defeno. indemnity and nob harmless me CM from any and afi claims brought by Userits employees o' agents or MiM parses 1,i ich arise out of the users access or use of data provided Dfscmintiar This map is nether a legally recorded map nor a survey and is not intended to be used as one This map is a complaoon of recordsinformation and data located in vanous city p my state and federal ofhoes and other sources regarding the area shovm and is to be used for reference purposes only The CM does hot warrant Mat me Geographic Information System (GIS) Data used to prepare this map are error freeand the City aces not represent that cite GIS Dam can be used for navigationaltracking or any other purpose requiring exacbng meaamlremMt of distance or direction or precision in me depiction of geographic features The preceding disclaimer is provded pursuant to Mmnesom Stai §s66 03 Sudd 21 (2000). and the user of this map ac*,,O ages Mat the City shell not be liable for any damages and expressly waves all claims and agrees to defendindemnify_ and had harmless the City from any and all claims Drought by User its employees or agentsof third parties which anse out of the users access or use of cam provbed eTAX_NAMEa «TAX ADD_L1a eTAX ADD_L2a,aTAX_ADD_L3a «Next RecordaeTAX_NAMEa «TAX_ADD_L1» eTAX ADD Ull,aTAX_ADD_L3a Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, June 4, 2019 at 7:00 p.m. This hearing may not start until later In the evening, depending on the order of the agenda. City Hall Council Chambers 7700 Market Blvd. Location: Consider a Site Plan Review & Conditional Use Permit for Proposal: development within the Bluff Creek Corridor for property located at 8077 Century Boulevard, zoned Planned Unit Development PUD . Applicant I Bauer Design Build / Lon Investments, LLC Owner: Property 8077 Century Boulevard 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 What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the 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.us12019-04. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerousOci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission The staff report for this item will be available online on the project website listed above the Thursday prior to the Planning Commission meeting. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! CRY RProeeun • SVldoppo Planned Unit Site Pled Revew/ Conditioned anInterim ItwWelM AXmevn, Cnmprshemslve Plan Ameoment. and Cods Amendments eque a public Mang Mors Ins Psmtrp Commission Coy «e,nartrerl polnaY whin 500Iee1 M Ins su5lecl tila to M rmlaiM el me appl,ul,m n wiarly Airy ypmesled perly n th nd Ins n,eeliny nviletl too attend • 51ail peparee a reyon tan me emmor; apmmi.si Ina/ es rl Dertlnenl nlpmrlpl erm • re,nmmmmatirn Thsfa reports ern eve by nWwsl At the Plenmrp Comm,snan m acting will give a eeeriN M Ins re Cal a rippon endehpn tat W p The ins popofr es a O M Ire hsenhe TM Cemmisnen can tloee ins lie ha wIX M opened 1« Ins Io mane M the Wells. a sco it City Co eVShc Marty eat dean ee Ins rem ant make a r to Ins sly ins City Canal mey reverse affm at ritod,ry, oublin meodabMepn Reaon,nes. lam use and toms ernrtrmroeraf tee • aimpb men«ay whplly p pftly are q Commission on s ncom of use us. ame hen to commmcte mY l seep rezmtngs em land uu amendments nnm mnn or Ins end Pull. omn, stir • MinrteeW Blab abwM Sly sa reWerna all ndnecmona toMmaoasesd whin 50nyocrrtnsethe e Seoul wltfeaw a04 1.1 g Someapppfa dMbaMk mmDlewly mey lnFo uvnrel monMe to c«nDlnla Arty person wen,ny to ldbM miller aepl�lab woKess slldie fllaflt WI11 XN Planrnp DHpnrlmnnl reaere,np ne etalts ere s['Maullrp I« me e,ly Cdavl TS CI M povtdeeconbct la tat city oXan da'AlppaHAalow . Arw,yMals, nReprerotheir mi.nnrnranpnnm meal wlh Ins nsla�EerComer reeadrq IM,r 6)eb *ad"is eno exceeds ro nvtsw Hts pgea wet fly e1MMIe pfaal(a) public aria • IW:auw ins PlYYarq Cpnmmsmn lWdstM VVnI,c Mang Ins Cay Carnal epee Mt MlMea en laFanftl fF/Da11MPfleeO a rperdnp ma aydl M m Ins rsPvl to ins sly Caxlal X you wen ro Mw emtalhny b M Imalese bar spell. Sto aM camas anSte son nerltW an this nalNmaltm Iathe Planning Pa Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: I Tuesday, June 4, 2019 at 7:00 P.M. This hearing may not start until later In the evening, depending on the_order of the a0enda_ Consider a Site Plan Review & Conditional Use Permit for Proposal: development within the Bluff Creek Corridor for property located at 8077 Century Boulevard, zoned Planned Unit Development (PUD). Applicant! I Bauer Design Build / Zion Investments, LLC Property 8077 Century Boulevard 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 What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2019-04 If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous(rDci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project website listed above the Thursday prior to the Sign up to receive email and/or text notifications when meeting agend packets, minutes and videos are uploaded to the city's website. Go to www ci-Chanhassen mn.us/notifvme to sion uol alfabe UM peyvbprMrvs. Sae Plan Review: Condmonal antl Intemin Uses. Wolland Alterations. 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A A Wgh ftpe OJIM lafe�laMaalMe nosal S ped 1p provide a conies or Mn moral eevnopen ere em.(,)a Ip IIIMI Nrl ale nala'" CO assesaboadedis pispem sums eiw nvnaaMw i pors. o the pda,pl wrM cb, �and a leo omnchum • •epallY llN pas eY11aeMYMaa1M111Cbe XIe ptEllc Marep. Ins C.IY Gwnul mate not M,nulee era Ivan and Hny mrrwepntmarKH npalerlp aw appMuuprl IMII M uafuMe n me rappn 1p Ins Cnv meow/ n rou wen 10 nevn eamem,nq Ip M mcl„nee in Ins omen PIN TAX NAME 250680020 ZION INVESTMENTS LLC 250750020 BOERGER BUILDING LLC 250680010 MAMAC PROPERTIES LLC 250750030 CENTURY 2000 PARTNERS LLP 250750060 BALL RANCH CO LLC 250740010 COEUR TERRA LLP TAX_ADD_L1 7014 WILLOW CREEK RD 2860 WATERTOWER PL 8189 CENTURY BLVD 3610 HIGHWAY 101 S 1850 LAKE DR W 7801 PARK DR STE F TAX_ADD_L2 EDEN PRAIRIE CHANHASSEN CHANHASSEN WAYZATA CHANHASSEN CHANHASSEN TAX_ADD_L3 MN 55344- MN 55317-8004 MN 55317-8002 MN 55391-3424 MN 55317-8585 MN 55317-9219 SHAP E.STArea( 8077 CENTURY BLVD 2860 WATER TOWER PL 8189 CENTURY BLVD 7920 CENTURY CT 2885 WATER TOWER PL 8085 CENTURY BLVD Generous, Bob From: Cory Watkins <cwatkins@ccipower.com> Sent: Friday, August 31, 2018 10:54 AM To: Generous, Bob Subject: RE: Control Concepts This email is to confirm our request to waive the 60 day review requirement mandated by the State for the Control Concepts site approval, and move agenda item from Sep loth meeting and reschedule to the October 22ntl City Council meeting. Thank you for your help. Cory Watkins President Control Concepts Inc. Tel: (952) 345-6203 Fax: (952) 474-6070 WHO POWERS YOUR PROCESS? 1 4*014 `O`'CEROHS� •r mn, - SCR Desion Enaineerina Cheddist - Fusing and Fusekits - Digital Communication Ootions - Video Tutorials Contact us: (952) 474.6200 1 (800) 765-2799 1 www.ccioower.com From: Generous, Bob[mailto:bgenerous@ci.chanhassen.mn.us] Sent: Friday, August 31, 2018 9:59 AM To: Cory Watkins Subject: Control Concepts Cory, This item is scheduled to go back to the City Council on Monday September 10, 2018. The report needs to be completed today and will go out next Wednesday. I have included a copy of both retaining wall options as well as the cost comparisons table. Is there anything else you would like me to include in the City Council packet? M. Robert Generous, AICP Senior Planner CITY OF CHANHASSEN PH. 952.227.1131 FX. 952.227.1110 www.ci.chanhassen.mn.us ACV F 4. I 8/13/2018 Planning Case #2018-11 Site Plan Review for a 54,600 Square Foot Building with a Variance for Retaining Wall in Bluff Creek PrinZone Setback VT: BAUER DESIGN BUILI ZION INVESTMENTS, LLC Planning Commission July 17, 2oi8 and August 7, 2ot8 City Council August 13, 2018 Location:8o77 Century Boulevard Request Site Plan Review for a two story, 54,600 square foot multi -tenant building with a variance request to permit retaining walls within the Bluff Creek primary zone setback. Sw�i� ..Av"•�•- 8/13/2018 LAND USE & ZONING 0 • LAND USE — OFFICE INDUSTRIAL • PLANNED UNIT DEVELOPMENT ARBORETUM BUSINESS PARK • BLUFF CREEK CORRIDOR -Office, manufacturing and warehouse are permitted uses in the PUD. Building Schematic 2 8/13/2018 ! Floor Floor Plan Second Floor w s Graa Plan lanlan `1 en_ 3 8/13/2018 Grading Plan Single Wall ® _ Single Retaining Wall Cross Section Itr 0 s 8/13/2018 Tiered Retaining Wall Landscaping Plan ------------------ Site utilities t• 8/13/2018 Recommendation -- The City Council approves a Site Plan fa a 54,600 square -foot office, warehouse, and manufacturing building, and a variance for constructing retaining wall in the Bluff Creek primary zone setback subject to the conditions of approval in the Planning Commission staff reports; and adopts the Findings of Fact. Generous, Bob From: Generous, Bob Sent: Monday, August 13, 2018 3:12 PM To: 'Cory Watkins'; apoehler@ck-law.com; Hoffman, Todd Cc: Chad McKenney; Mike LaQua; Jon Donovan (JDonovan@loucksinc.com); Trevor Gruys; Patrick Schneider (PatrickS@calhouncommercial.com); Jeff Gears; Zach Moen (ZMoen@loucksinc.com); Aanenson, Kate; Bender, George Subject: Planning Case #2018-11 Cory, We are withdrawing your item from the City Council agenda for the meeting this evening (August 13, 2018). The city is unable to complete the review of the proposed site plan within the 60 day review period so that we can have additional discussion regarding the retaining walls. Control Concepts was submitted on June 15, 2018 and the city has 60 days to review the project, which would be August 14, 2018. Since we cannot complete the review by that date, the City of Chanhassen is notifying you that we are taking the additional 60 days to review the proposed project as permitted by state statute. The review deadline is now October 13, 2018. However, our intention is to try and complete our discussion this week, if possible, so that we can reschedule you to the August 27, 2018 City Council agenda. I will send you a meeting request for this week so that we can discuss this item. If you have any questions or need additional information, please contact me. :.P Robert Generous, AICP Senior Planner CITY OF CHANHASSEN PH. 952.227.1131 FX. 952.227.1110 www.ci.chanhassen.mn.us rr r From: Cory Watkins <cwatkins@ccipower.com> Sent: Friday, August 10, 2018 4:23 PM To: Generous, Bob<bgenerous@ci.chanhassen.mn.us>; apoehler@ck-law.com; Hoffman, Todd <thoffman@ci.chanhassen.mn.us> Cc: Chad McKenney <chad@dmlawltd.com>; Mike LaQua <mike.l@bauerdb.com>; Jon Donovan (JDonova n@loucksinc.com) <JDonova n@loucksinc.com>; Trevor Gruys <TGruys@loucksinc.com>; Patrick Schneider (PatrickS@calhouncommercial.com) <PatrickS@calhouncommercial.com>; Jeff Gears <JGears@bdhyoung.com>; Zach Moen (ZMoen@loucksinc.com) <ZMoen@loucksinc.com> Subject: Re: Trail Proposal - 8077 Century Blvd. Site. Thx Bob for the heads up! 5c;, ;FF,0 CHANHASSEN PLANNING COMMISSION REGULAR MEETING AUGUST 7, 2018 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Steve Weick, Nancy Madsen, Mark Randall, and Michael McGonagill MEMBERS ABSENT: John Tietz STAFF PRESENT: Bob Generous, Senior Planner; Sharmeen Al-Jaff, Senior Planner; George Bender, Assistant City Engineer, and Vanessa Strong, Water Resources Coordinator PUBLIC PRESENT: Russ & Diana Jones 3961 Country Oaks Drive Lynn & Nancy Simpson 3980 Country Oaks Drive Court MacFarlane 3800 Leslee Curve Jane Bender 4001 Stratford Ridge Steve Arndt 2960 Stratford Ridge David Robertson 2900 Stratford Ridge Jason Watt 3961 Stratford Ridge Trent Birkholz 3851 Stratford Ridge David & Diane Lieser 3881 Stratford Ridge Linda Brand 3981 Country Oaks Garit Solheim-Witt 3850 Leslee Curve K PUBLIC HEARING: a CONTROL CONCEPTS: REQUEST FOR SETBACK VARIANCE Generous: Thank you Chairman, commissioners. Control Concepts, this is part two Planning Case 2018-11. We saw the site plan at the July 171 meeting. As part of that there was concern about the size of the retaining walls adjacent to the pedestrian trail that's being put in. So we worked with the applicant to come up with an alternative design that would reduce the size of those walls. However to do that they need a variance to encroach the retaining walls into the Bluff Creek primary zone setback. Not into the primary zone itself but into the 40 foot setback from that one. The property is located at 8077 Century Boulevard. This is in the Arboretum Business Park planned unit development. The request is in conjunction with the site plan so this is only a recommendation that we'll make tonight. You won't make a final decision as a Board of Appeals and Adjustments to permit the retaining wall to encroach into the primary zone setback as shown on their plans. The property is guided for office industrial uses. It's zoned planned unit development as part of the Arboretum Business Park. It's also within the Bluff Chanhassen Planning Commission — August 7, 2018 Creek corridor which has additional protection requirements. This was the site plan that was approved on, or recommended for approval on the 17t°. Unfortunately it's only two dimensional so it looks really great and easy on the screen. It's a 54,600 square foot building. The western portion is, has a two story office component and then it has warehouse and manufacturing or manufacturing space on the eastern side. There is a tenant space on the extreme eastern end of the building. As submitted with the site plan review they were proposing one, a single retaining wall adjacent to the trail system. This raised, had high points of over 18 feet at the corner of the property. At the turning points in the trail and then also down on the east end of it. That was a concern of the Planning Commission and staff and the Parks Director and what type of environment would that create for the trail users. The applicant was able to provide us with a cross section to give you an idea of what the experience would be and you can see that wall would really dominant the walking in that area so, and this is I believe at the point 7 on the trail. So as part of the alternative design we came up with the tiered wall system. It reduced, basically split the height of the retaining wall so half was on top and half was below. It reduced the highest point in the retaining wall to 12 feet on the eastern end of the building but at that comer point down in here it had an upper elevation of almost 9 feet. Just under 9 feet for the retaining wall and then another 9 foot retaining wall below it so they created like an overview or shelf area in the corner that would allow people to look over the wetland complex to the northeast of that. This is, however having this wall encroach into the 40 foot setback requires a variance and so that's what we're here for tonight. Again they provided a cross section to show how the experience for people using the trail would be much more human scale and so we would think it will provide an enhanced environment for people to go forward. Staff is recommending that the Planning Commission recommend approval of the variance to permit the retaining walls within the Bluff Creek primary zone setback. We have Findings of Fact that it is in harmony with our ordinance and it does not change the character of the area but we believe will enhance the pedestrian experience as they use this trail system. Additionally there's adoption of Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Any questions at this time of staff? Commissioner Weick. Weick: First time this came up I just did a bad job of getting clarification for myself so I just, I'm looking for clarification on the necessity for the trail. So is there currently like a dead end trail in the Preserve that's waiting to be connected? Generous: There is a fork that was established with the 7`s Addition which was built in 2007 to come towards the north. Weick: Okay. Generous: And so that was the plan and this would actually connect to the heart of the Arboretum Business Park area and provide really easy access for people to get onto the system. Right now you can get into it off of 82" d Street. There's a connection that goes around, there's a big stormwater pond in that comer. Chanhassen Planning Commission — August 7, 2018 Weick: Yeah. Generous: And then into it so it was felt at the time of the subdivision and approval that this was an important connection so we're trying to implement that. As part of the approval for the 7`s Addition the developer was required to do that but we allowed them to wait until this site developed before putting in the trail. We could have had them put in the trail back in 2007 and then the development would have to come in and either fit into, their design into where the trail was or. Weick: Yeah, okay. That's all I had. Aller: Great. Any additional questions? Commissioner McGonagill. McGonagill: Bob on the down slope wall, what would the fencing be along that wall to keep people from falling off of it? Do you recall? Generous: Yeah it's a dual pipe system so two rails of pipe. Black pipe that would go along there. About 42 inches high. McGonagill: Okay, thank you. Generous: And it's the open design so when we push snow it can go through that in the winter so that people would be able to use that year round. McGonagill: Okay thank you. Keeps bikes from going off it. Generous: Yes. Aller: Commissioner Madsen. Is that fence similar to the one that goes along 101? It's on the right side, or on the west side of 101. Generous: Yes that's what the design that they were talking, the Parks Director was talking about. That it'd be similar to that. Madsen: Yep south of Lyman, north of Pioneer Trail. Generous: Correct. Madsen: Okay thank you. Aller: Okay I have a question for Ms. Strong. As always I'm always concerned about the Bluff Creek so obviously they made an effort to alter their plans based upon the comments from the Chanhassen Planning Commission — August 7, 2018 last hearing. The question I have basically is going towards when we stagger this we're going to reduce the speed of the runoff. How will that impact, based upon the grade and the elevations or would it impact the flow as compared to, are we getting a better deal with the two as opposed to one? Strong: I thought about that too. It's really tough to say. I think they're attempting the best they can to meet the needs for the trail so I think when it comes to runoff, the ground level versus the two tiered, the difference is not considerable compared to the fact that they actually need to meet the trail in the first place. Obviously ideal would be to have a wider buffer. That's really what we need. But with a balance to meet many needs so. Alley: Any additional questions based, hearing none we'll have the applicant come forward and make a presentation. Answer questions. If you could state your name and address and representational capacity for the record that would be great. Cory Watkins: Hi. Cory Watkins. I'm with Control Concepts. We're at 18760 Lake Drive East in Chanhassen. Aller: Welcome back. Cory Watkins: Thank you. You know I don't have a lot to present. Your staff did a good job of presenting what we're doing. I would say that the original proposal that we put forward did not require a variance and so the variance is really specifically because of requests to have it be a different user experience so it's more of a trail causing the variance versus us as an entity looking for the variance so that's really our position on it so. Aller: Additional questions, comments. Ahight, thank you sir. Cory Watkins: Alright thank you. Aller: At this time I'll open up the public hearing portion of the item. This is an opportunity for those present to come forward and speak either for or against the item. Seeing no one come forward I'm going to close the public hearing portion of the item and open it up for commissioner discussion or action. Weick: Yeah the only comment I would make, I'm not opposed to this in any way. It seems like we're putting an awful lot of work into making this connection. I'm, I don't know that we really need to make this connection. I use that area and you can get around. I think sufficiently without that connection. It's really not that far from the 82" d Street that kind of brings you around in on the other side so I, personally I don't even think we need to make the connection. It doesn't, you know if that's what we want to do that's fine. It seems like a good solution. I'm just not convinced that it's needed. 4 F Chanhassen Planning Commission — August 7, 2018 Alley: Additional comments? Questions? I'd entertain a motion for or against. Undestad: I'll make a motion that the Chanhassen Planning Commission recommends approval of a variance to permit retaining walls within the Bluff Creek primary zone setbacks subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. Allen. I have a motion. Do I have a second? McGonagill: Second. Aller: Having a motion and a second, any further discussion? Okay. Comments. Otherwise we'll entertain a vote. Undestad moved, McGonagill seconded that the Planning Commission recommends approval of a variance to permit construction of retaining walls within the Bluff Creek primary zone setback as shown in the plans prepared by Loucks, dated 06-15-2018, revised 7-12-18, subject to the following conditions and adoption of the Findings of Fact and Recommendation: Building 1. Retaining walls over 4 feet in heights require an engineered design. Environmental Resources 1. The applicant shall coordinate a trail inspection with the city arborist to review tree removals prior to any trail construction activities. 2. Tree protection fencing must be installed at the edge of grading limits along the trail. Parks The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. Chanhassen Planning Commission — August 7, 2018 2. Trail easements within Lot 2, Block 1, Arboretum Business Park 7ih shall be dedicated to the city to accommodate the "wetland trail". Water Resources and Engineering 1. The limits of the Bluff Creek Overlay District (BCOD) shall be identified throughout the plan set. 2. Add detailed design for the retaining walls including a profile, proposed construction materials, and railings/fences. 3. Add cut sections through the retaining walls and the trail to provide for easier visualization and enhance constmctability. 4. Create a parapet design along the upper wall when it is above the trail. 5. Extend the silt fence installation as appropriate to protect from construction. 6. Identify snow storage locations on the plans. 7. Provide a restoration plan for grading in the wetland buffer and in the Bluff Creek Overlay District (BCOD) buffer. 8. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. 9. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.). 10. The grade through the ADA areas of the parking lot shall be a maximum of 2% slope in any direction. The point elevations should be re -checked. Add this code requirement in a note on the plans. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: GLENDALE DRIVE SUBDIVISION REQUEST. Al -Jaffa Chairman Aller, members of the Planning Commission. The application before you is for a 5 lot subdivision and a variance that is being recommended by city staff for narrowed width of a right-of-way from 60 feet to 50 feet. Briefly the subject site is located southeast of the intersection of Glendale Drive and Minnewashta Parkway. It is zoned single family residential. It is guided low density. It does lie within 1,000 feet of Lake Minnewashta which makes it PC D"t-11 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Bauer Design Build and Zion Investments, LLC for a Bluff Creek primary zone setback variance to construct retaining walls in conjunction with a site plan for a 54,600 square - foot, two-story, office, warehouse and manufacturing building on property zoned Planned Unit Development — Planning Case #2018-11. On August 7, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Planning Commission makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Chanhassen Comprehensive Plan for Office Industrial uses. 3. The legal description of the property is Lot 2, Block 1, Arboretum Business Park 7'" Addition. 4. Variance Findings — Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. Finding: The granting of the variance will provide an enhanced opportunity for the pedestrian experience on the required wetland trail. The use of the variance provides reduced impacts to the natural areas. b. When there are practical difficulties in complying with the zoning ordinance. 'Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. SCANNED Finding: While the developer could have constructed a 17-foot tall retaining wall for the parking lot outside of the required Bluff Creek primary zone setback, the trail experience would have been greatly reduced for trail users. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is to enhance the trail experience. Economic considerations are not a factor in the decision. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The developer could have built a retaining wall that complied with the required setback, but the trail experience would have been greatly impacted. e. The variance, if granted, will not alter the essential character of the locality. Finding: The granting of the variance will permit an enhanced wetland trail experience for the trail users. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, Subdivision 14, when in harmony with this Chapter. Finding: This condition does not apply. 5. The planning report #2018-11, dated August 7, 2018, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends approval of a Bluff Creek primary zone setback variance to construct retaining walls in the required setback subject to the conditions of approval in the staff report. ADOPTED by the Chanhassen Planning Commission this 7d day of August, 2018. CITY OF CHANHASSEN Chairman \\cfs5`cfs5\shared_data\plan\2018 planning cases\I8-11 control concepts -site plan review\variance 18-11\findmgs of fact and recommendation - variance.doc 2 PLANNING COMMISSION STAFF REPORT Tuesday, August 7, 2018 Subject Control Concepts - Request for Setback Variance Section PUBLIC HEARINGS Item No: C.L Prepared By Robert Generous, Senior Planner, AICP File No: PC 2018-11 The Chanhassen Planning Commission recommends approval of a Bluff Creek primary zone setback variance to construct retaining walls in the required setback subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. The applicant is requesting approval to locate retaining walls within the 40-foot Bluff Creek primary zone setback to facilitate the construction of the parking lot for the development as well as accommodating the wetland trail to the Chanhassen Nature Preserve. Bauer Design Build, 14030 21st Avenue N., Plymouth, MN 55447, (763) 999-7217, mikel@bauerdb.com Zion Investments LLC, 7014 Willow Creek Road, Eden Prairie, MN 55344, (952) 474-6200, cwatkins@ccipower.com PRESENT ZONING: Planned Unit Development, PUD LAND USE: Office Industrial ACREAGE: 5.23 acres DENSITY: 0.24 F.A.R. APPLICATION RE . 1I A77ONS Chapter 20, Article 2, Division 3, Variances " Chapter 20, Article XXXI, Bluff Creek Overlay District Arboretum Business Park Development Standards Staff recommends that the Planning Commission approve a variance to permit constriction of retaining walls within the Bluff Creek primary zone setback as shown in the plans prepared by Loucks, dated 6-15-18, revised 7-12-18, subject to the conditions in the staff report. ATTACHMENTS: o Staff Report Dated 8-7-18 o Findings of Fact u Revised Grading Plan 0 Affidavit of Mailing CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 7, 2018 CC DATE: August 13, 2018 REVIEW DEADLINE: September 17, 2018 CASE #: 2018-11 BY: JA, GB, RG, DN, JS, VS "The Chanhassen Planning Commission recommends approval of a Bluff Creek primary zone setback variance to construct retaining walls in the required setback subject to the conditions of approval and adoption of the findings of fact and recommendation." SUMMARY OF REQUEST: The applicant is requesting a setback variance to permit the construction of retaining walls within the 40-foot Bluff Creek Primary zone setback as part of the site plan for a 54,600 square -foot, two story office -warehouse -manufacturing building. LOCATION: Lot 2, Block 1, Arboretum Business Park 7s Addition (PID 25.0680020) APPLICANT: Bauer Design Build 14030 21" Avenue N. Plymouth, MN 55447 (763)999-7217 mikelaabauerdb.com Zion Investments, LLC 7014 Willow Creek Road Eden Prairie, MN 55344 (952)474-6200 cwatkinsna.ccioower.com Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 2 of 6 PRESENT ZONING: Planned Unit Development (PUD)/Bluff Creek Overlay District (BCOD) 2020 LAND USE PLAN: Office Industrial ACREAGE: 5.23 acres DENSITY: 0.24 F.A.R. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city's discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 3, Variances Chapter 20, Article XXXI, Bluff Creek Overlay District Arboretum Business Park Development Standards BACKGROUND On July 17, 2018, the Planning Commission recommended approval of the site plan for Control Concepts. One of the conditions was that the developer address the location of the trail relative to the 17-foot retaining wall: "Add detailed design for the retaining wall including a profile, proposed construction materials, and railing/fence. The trail is designed to be on the bottom side of a retaining wall that has portions of it detailed to be 17 feet in height. The safety of the users of the trail needs to be coordinated." Additionally, the developer was directed to consider adjustment of the site design to facilitate maintenance and snow removal. On May 29, 2007, the Chanhassen City Council approved the following: Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7d' Addition). Conditional Use Permit for development within the Bluff Creek Corridor. Site Plan for a 51,800 square -foot officetwarehouse building (Mamas Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20- foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7d' Addition (Planning Case #2007-10). Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 3 of 6 On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the BCOD. The [UP and CUP included this property. DISCUSSION The applicant is requesting approval to locate retaining walls within the 40-foot Bluff Creek primary zone setback to facilitate the construction of the parking lot for the development as well as accommodating the wetland trail to the Chanhassen Nature Preserve. This revised plan was in response to discussion as part of the site plan review public hearing. The intent was to create a better pedestrian environment on the trail by reducing the 17-foot tall retaining wall on the uphill side of the trail. The revised staged walls will create a mini -overlook of the wetland, being 10 feet above the bottom of the lower retaining wall in the area of the northeast comer of the parking lot. Site Constraints Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit reveal that wetland is present on the site. The applicant has submitted a wetland delineation and type determination for city review and approval. Bluff Protection There are no bluffs present on the site Bluff Creek Primary Zone The eastern portion of the site is located within the Bluff Creek Primary Zone. A CUP was approved in 2007 for development in the overlay district. This area is proposed for preservation as permanent open space. A 40-foot structure setback with the first 20 feet in buffer is required. A trail connection is required by the city from Century Boulevard to the existing trail around the wetland complex. EASEMENTS A permanent trail easement will be required over the city's trail that will cross through the property. Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 4 of 6 GRADING The revised grading plan shows two main retaining walls between the wetland and the parking lot. The proposed trail is located between the two retaining walls with two -foot buffer strips on each side of the trail. The overall elevation difference is split fairly equally between the two walls to allow the trail to maintain an appropriate grade. The upper wall is about eight feet in average height near the wetland and considerably shorter than was previously proposed. The parapet design in conjunction with a fence shall be added to the upper wall to protect the users of the trail from miscellaneous debris or snow coming over the upper edge above their heads. The lower wall shall incorporate an open railing style to allow snow to be moved through it when the trail is being maintained. A cut section should be detailed on the plan through the retaining wall and trail area to provide additional visualization of the design. The designer should consider maintenance for the site and determine if additional snow storage volume is needed. The available site area has been maximized and only minimal areas remain in which snow can be temporarily stored. The wall design in the southeast corner of the site could be adjusted to accommodate additional snow storage in the setback area for the BCOD. The snow storage calculation should be provided to the City for review or the information could be added to the drawing. A restoration plan for the area within the buffer areas for the wetland and the BCOD shall be provided. Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 5 of 6 MISCELLANEOUS Retaining walls over 4 feet in height require an engineered design and a building permit. PARKS & RECREATION The applicant is proposing a trail connection to the trail within Century Boulevard and the trail located within the Bluff Creek primary zone. In reviewing the original trail submittal, there was concern that the trail was located next to a 17-foot tall retaining wall. One suggestion was to have a staged retaining wall that would create a more pedestrian friendly environment. TREE PRESERVATION The rear wooded area on the lot is within the BCOD. This wooded area is in the primary zone and shall be preserved with the exception of the public trail connection. To ensure the most minimal impacts to the existing woods within the BCOD, staff recommends that the trail alignment be field checked before any construction begins. Staff and developer can verify trees to be removed or preserved along the trail construction route. Staff recommends that the Planning Commission approve variance to permit construction of retaining walls within the Bluff Creek primary zone setback as shown in the plans prepared by Loucks, dated 06-15-2018, revised 7-12-18, subject to the following conditions: Building 1. Retaining walls over 4 feet in heights require an engineered design. Environmental Resources 1. The applicant shall coordinate a trail inspection with the city arborist to review tree removals prior to any trail construction activities. 2. Tree protection fencing must be installed at the edge of grading limits along the trail. Parks The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 6 of 6 results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. 2. Trail easements within Lot 2, Block 1, Arboretum Business Park 7t° shall be dedicated to the city to accommodate the "wetland trail". Water Resources and Engineering 1. The limits of the Bluff Creek Overlay District (BCOD) shall be identified throughout the plan set. 2. Add detailed design for the retaining walls including a profile, proposed construction materials, and railings/fences. 3. Add cut sections through the retaining walls and the trail to provide for easier visualization and enhance constructability. 4. Create a parapet design along the upper wall when it is above the trail. 5. Extend the silt fence installation as appropriate to protect from construction. 6. Identify snow storage locations on the plans. 7. Provide a restoration plan for grading in the wetland buffer and in the Bluff Creek Overlay District (BCOD) buffer. 8. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. 9. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.). 10. The grade through the ADA areas of the parking lot shall be a maximum of 2% slope in any direction. The point elevations should be re -checked. Add this code requirement in a note on the plans. g?plan\2018 planning cases\I S-11 control concepts - site plan review variance 18-11 %tall report control concepts var.doc J CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Bauer Design Build and Zion Investments, LLC for a Bluff Creek primary zone setback variance to construct retaining walls in conjunction with a site plan for a 54,600 square - foot, two-story, office, warehouse and manufacturing building on property zoned Planned Unit Development — Planning Case #2018-11. On August 7, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Planning Commission makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Chanhassen Comprehensive Plan for Office Industrial uses. 3. The legal description of the property is Lot 2, Block 1, Arboretum Business Park 70' Addition. 4. Variance Findines — Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. Fiuding: The granting of the variance will provide an enhanced opportunity for the pedestrian experience on the required wetland trail. The use of the variance provides reduced impacts to the natural areas. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: While the developer could have constructed a 17-foot tall retaining wall for the parking lot outside of the required Bluff Creek primary zone setback, the trail experience would have been greatly reduced for trail users. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is to enhance the trail experience. Economic considerations are not a factor in the decision. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The developer could have built a retaining wall that complied with the required setback, but the trail experience would have been greatly impacted. e. The variance, if granted, will not alter the essential character of the locality. Finding: The granting of the variance will permit an enhanced wetland trail experience for the trail users. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, Subdivision 14, when in harmony with this Chapter. Finding: This condition does not apply. 5. The planning report #2018-11, dated August 7, 2018, prepared by Robert Generous, et at, is incorporated herein. RECOMMENDATION The Planning Commission recommends approval of a Bluff Creek primary zone setback variance to construct retaining walls in the required setback subject to the conditions of approval m the staff report. ADOPTED by the Chanhassen Planning Commission this 7t6 day of August, 2018. CITY OF CRANHASSEN BY: Chairman Ocfs5\cfs5\shared_datatplanR018 planning cases\I8-I I control concepts -site plan review`.vanance I8-1 IUindings of fact and recommendation - variance.doc 1101-1 r % � § /| . . IVOO till JIM q /2-©+i-l'! dam ,! /4 |� ��| ! Ennis VMO _ HOJ | | , | CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) 1, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on July 5, 2018. 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 a hearing to consider a setback variance request for encroachment into the Bluff Creek Overlay District Setback for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner: Zion Investments, LLC to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 4i4m. Meuwissen, Dep k Subscribed and sworn to before me this 2 day of A& usfi .12018. Notary Public IfENNIFER: NN POINotary Pub'Mkxi, o""A"bn a prw an Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Tuesday, August 7. 2018 at 7:00 p.m. rhs Ting may rot son Date 8 Time: until later in she evening. de erkin m The order of he a erxIO Location: I City Hall Council Chambers, 7700 Market Blvd. Consider a setback variance request fa encroachment into the Proposal: Bluff Creek Overfary District Setback Ifcant: Bauer Design Build Property 8077 Century Boulevard Location: A bastion map Is on tM reverse side of this viatica. 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. Stag 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 cosed and the Commission discusses the pro act. If you want to see the plans before the meeting, please visit the city's projects Web page at: wyner.ci,chanhasistri.inn.us/2018-1 1. If you wish to talk to someone about this project, please contact Bob Generous by Questions 6 email at benerous i.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, 8 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 hem will be available online on the project web she listed above the Thursday prior to the Planning Commission meeting. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to wwer.ci.chanhassen.mn.us/raY a to sign up! • 9NKY0{. MWO V514MYM1h, ab Psi Pe+en. CwMIW /b YYn,n IV.. We0/'9 Ylarasms ee+unq. 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R.�q Wrmwm ng0s h PeaK rgaG M1 dY Wad l.>a M YMaItlYM W A rpe,ryg Ne.RMaq..•s pe egpys pe •SWIbM 01Y Cavil rq,+MbN.e soTMq bbe4OSJ n/. repT vnICMR Sg11 oM1�dauaT Tuesday. August 7, 2018 at 7:1)0 p.m. mI$ hearing may nol start Data 8. Time: aria later in Ule eveaIn de end{ on ever of ma enve c aa7700 Location: C' Hall Council Chambers Market Blvd. Consider a setback variance request for encroachment into the Proposal: Bluff Creek Oveda District Setback liwm: Bauer Desi n Build Property 8077 Century Boulevard Location: A IevaUon map Is on tl.e rsvarsa aMa 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" Commission discusses the o act. If you want to see the plans before the meeting. pfease visit the city's projects web page at. www ci chanhassen mn usf2018-11. If you wish to talk to someone about this project, please contact Bob Generous by email at ~_enema sOcchanhassen mn u=_ or by phone at C8 952-227-1131. If you choose to submit Written comments, it is ents: 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 she listed above the Thursday prior to the Plannin Commission mostin . Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the City's website. 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TAX NAME CHASKA GATEWAY PARTNERS MAMAC PROPERTIE5l1C COEUR TERRA LLP BALL RANCH CO LLC _ BOERGER BUILDING LLC TAX _ADD_L1 3610 COUNTY ROAD 101 8189 CENTURY BLVD 7801 PARK DR STE F 1850 LAKE DR W 2860 WATERTOWER Pl TAX _ADD _L2 WAYMTA CHANHASSEN ,CHANHASSEN CHANHASSEN CHANHASSEN TAX ADD_L3 MN 55391-3424 MN 55317-8002 MN 55317-9219 MN 55317-8585 MN 55317-8004 CENTURY 2000 PARTNERS UP 3610 HIGHWAY 1015 WAYZATA MN 55391-3424 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 7, 2018 CC DATE: August 13, 2018 REVIEW DEADLINE: September 17, 2018 CASE #: 2018-11 BY: JA, GB, RG, DN, IS, VS "The Chanhassen Planning Commission recommends approval of a Bluff Creek primary zone setback variance to construct retaining walls in the required setback subject to the conditions of approval and adoption of the findings of fact and recommendation." SUMMARY OF REQUEST: The applicant is requesting a setback variance to permit the construction of retaining walls within the 40-foot Bluff Creek Primary zone setback as part of the site plan for a 54,600 square -foot, two story office -warehouse -manufacturing building. LOCATION: Lot 2, Block 1, Arboretum Business Park 7" Addition (PID 25.0680020) APPLICANT: Bauer Design Build 14030 21 ' Avenue N. Plymouth, MN 55447 (763)999-7217 mikel(d,bauerdb.com Zion Investments, LLC 7014 Willow Creek Road Eden Prairie, MN 55344 (952)474-6200 cwatkinsna ccipower.com Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 2 of 6 PRESENT ZONING: Planned Unit Development (PUD)Bluff Creek Overlay District (BCOD) 2020 LAND USE PLAN: Office Industrial ACREAGE: 5.23 acres DENSITY: 0.24 F.A.R. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city's discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 3, Variances Chapter 20, Article XXXI, Bluff Creek Overlay District Arboretum Business Park Development Standards BACKGROUND On July 17, 2018, the Planning Commission recommended approval of the site plan for Control Concepts. One of the conditions was that the developer address the location of the trail relative to the 17-foot retaining wall: "Add detailed design for the retaining wall including a profile, proposed construction materials, and railing/fence. The trail is designed to he on the bottom side of a retaining wall that has portions of it detailed to be 17 feet in height. The safety of the users of the trail needs to be coordinated." Additionally, the developer was directed to consider adjustment of the site design to facilitate maintenance and snow removal. On May 29, 2007, the Chanhassen City Council approved the following: Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7' Addition). Conditional Use Permit for development within the Bluff Creek Corridor. Site Plan for a 51,800 square -foot office/warehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20- foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7 h Addition (Planning Case 42007-10). Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 3 of 6 On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the BCOD. The IUP and CUP included this property. DISCUSSION The applicant is requesting approval to locate retaining walls within the 40-foot Bluff Creek primary zone setback to facilitate the construction of the parking lot for the development as well as accommodating the wetland trail to the Chanhassen Nature Preserve. This revised plan was in response to discussion as part of the site plan review public hearing. The intent was to create a better pedestrian environment on the trail by reducing the 17-foot tall retaining wall on the uphill side of the trail. The revised staged walls will create a mini -overlook of the wetland, being 10 feet above the bottom of the lower retaining wall in the area of the northeast comer of the parking lot. Site Constraints Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit reveal that wetland is present on the site. The applicant has submitted a wetland delineation and type determination for city review and approval. Bluff Protection There are no bluffs present on the site. Bluff Creek Primary Zone The eastern portion of the site is located within the Bluff Creek Primary Zone. A CUP was approved in 2007 for development in the overlay district. This area is proposed for preservation as permanent open space. A 40-foot structure setback with the first 20 feet in buffer is required. A trail connection is required by the city from Century Boulevard to the existing trail around the wetland complex. EASEMENTS A permanent trail easement will be required over the city's trail that will cross through the property. Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 4 of 6 GRADING � �o-c mrcrzC wA' c�"ago � a e 5^ The revised grading plan shows two main retaining walls between the wetland and the parking lot. The proposed trail is located between the two retaining walls with two -foot buffer strips on each side of the trail. The overall elevation difference is split fairly equally between the two walls to allow the trail to maintain an appropriate grade. The upper wall is about eight feet in average height near the wetland and considerably shorter than was previously proposed. The parapet design in conjunction with a fence shall be added to the upper wall to protect the users of the trail from miscellaneous debris or snow coming over the upper edge above their heads. The lower wall shall incorporate an open railing style to allow snow to be moved through it when the trail is being maintained. A cut section should he detailed on the plan through the retaining wall and trail area to provide additional visualization of the design. The designer should consider maintenance for the site and determine if additional snow storage volume is needed. The available site area has been maximized and only minimal areas remain in which snow can be temporarily stored. The wall design in the southeast comer of the site could be adjusted to accommodate additional snow storage in the setback area for the BCOD. The snow storage calculation should be provided to the City for review or the information could be added to the drawing. A restoration plan for the area within the buffer areas for the wetland and the BCOD shall be provided. Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 5 of 6 MISCELLANEOUS Retaining walls over 4 feet in height require an engineered design and a building permit. PARKS & RECREATION The applicant is proposing a trail connection to the trail within Century Boulevard and the trail located within the Bluff Creek primary zone. In reviewing the original trail submittal, there was concern that the trail was located next to a 17-foot tall retaining wall. One suggestion was to have a staged retaining wall that would create a more pedestrian friendly environment. TREE PRESERVATION The rear wooded area on the lot is within the BCOD. This wooded area is in the primary zone and shall be preserved with the exception of the public trail connection. To ensure the most minimal impacts to the existing woods within the BCOD, staff recommends that the trail alignment be field checked before any construction begins. Staff and developer can verify trees to be removed or preserved along the trail construction route. RECOMMENDATION Staff recommends that the Planning Commission approve variance to permit construction of retaining walls within the Bluff Creek primary zone setback as shown in the plans prepared by Loucks, dated 06-15-2018, revised 7-12-18, subject to the following conditions: Building 1. Retaining walls over 4 feet in heights require an engineered design. Environmental Resources 1. The applicant shall coordinate a trail inspection with the city arborist to review tree removals prior to any trail construction activities. 2. Tree protection fencing must be installed at the edge of grading limits along the trail. Parks 1. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The Planning Commission 8077 Century Boulevard — Control Concepts August 7, 2018 Page 6 of 6 results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. 2. Trail easements within Lot 2, Block 1, Arboretum Business Park r shall he dedicated to the city to accommodate the "wetland trail". Water Resources and Engineering 1. The limits of the Bluff Creek Overlay District (BCOD) shall be identified throughout the plan set. 2. Add detailed design for the retaining walls including a profile, proposed construction materials, and railings/fences. 3. Add cut sections through the retaining walls and the trail to provide for easier visualization and enhance constructability. 4. Create a parapet design along the upper wall when it is above the trail. 5. Extend the silt fence installation as appropriate to protect from construction. 6. Identify snow storage locations on the plans. 7. Provide a restoration plan for grading in the wetland buffer and in the Bluff Creek Overlay District (BCOD) buffer. 8. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. 9. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.). 10. The grade through the ADA areas of the parking lot shall be a maximum of 2% slope in any direction. The point elevations should be re -checked. Add this code requirement in a note on the plans. g:iplan12018 planning cases\I8-1I control concepts- site plan miewWariance I8-I \\staff report control concepts va AM CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 5, 2018, 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 a hearing to consider a setback variance request for encroachment into the Bluff Creek Overlay District Setback for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner: Zion Investments, LLC to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this 1 day of fi , 2018. —, I -iye2=4=� im . Meuwissen, Dep rk SCANNED dty // 3 .,"INI"' ANN POTTER Notary Public -Minnesota 'b M, Caivan EaprN J.n 31, 20i0 Notice of Public Hearing Notice of Public Hearing Chanhassen Planning Commission Meeting Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 7, 2018 at 7:00 p.m. This hearing may not start until later in the eveninc, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Consider a setback variance request for encroachment into the Proposal: Bluff Creek Overlay District Setback Applicant: Bauer Design Build Property 8077 Century Boulevard Location' I 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 What Happens W public hearing through the following steps: 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/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bcenerous(d)ci.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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions. Planned Unit Developments, Site Flan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all properly 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 Manning Commission retailing. 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 dose the public hearing and discuss the Item and make a recommendation to the Div Council. The City Council may reverse, affirm or modify wholly a party the Manning 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 commercial4ndustrial. • Minnesota State Statute 519.99 requires ell 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 Manning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentafive 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 Manning 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 with to have something to be Included in the report. lease contact Ire Planning Staff person named on the notification. Date & Time: Tuesday, August 7, 2018 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. Consider a setback variance request for encroachment into the Proposal: Bluff Creek Overlay District Setback A licant: Bauer Design Build Property 8077 Century Boulevard 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 promect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous(o)ci.chanhassen.mn.us or by phone at Questions & 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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Manned 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 propMy, 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. Al the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pal of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or parry the Manning 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 commercial4ndustrial. • Minnesota Stale 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 parson 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 spokespersonlrepresenlalive Is encouraged to provide a contact for the city. Often developers are encouraged to meet *in the neighborhood regarding their proposal. Staff is also available to review the protect with any interested person(s). • Because the Planning Commission holds the public heating, 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 *an to have something to be included in the report, lease contact the Planning Staff person named on the notiAcatlon. TAX NAME TAX ADD Ll TAX _ADD _L2 TAX _ADD _L3 CHASKA GATEWAY PARTNERS 3610 COUNTY ROAD 101 WAYZATA MN 55391-3424 MAMAC PROPERTIES LLC 8189 CENTURY BLVD CHANHASSEN MN 55317-8002 COEUR TERRA LLP 7801 PARK DR STE F CHANHASSEN MN 55317-9219 BALL RANCH CO LLC 1850 LAKE DR W CHANHASSEN MN 55317-8585 BOERGER BUILDING LLC 2860 WATERTOWER PL CHANHASSEN MN 55317-8004 CENTURY 2000 PARTNERS LLP 3610 HIGHWAY 101 S WAYZATA MN 55391-3424 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2018-11 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, August 7, 2018 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 setback variance request for encroachment into the Bluff Creek Overlay District Setback for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner. Zion Investments, LLC. 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/2018-11 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 Email: bgenerous@ ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, July 26, 2018: No. 4611) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, 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 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. was published on the date or dates and in the newspaper stated in the attached Notice and Aid 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: abcdefghifdrimWW4_1_1 Tit, Laurie A. Hartmann Subscribed and sworn before me on this�'Iyof 2018 JYMME JEANNETTE BARK NOTARY PUBLIC - MINNESOTA MY COMMISSION EXPIRES 01131123 lie 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 ............................................... $12.97 per column inch CITY OF CHANHASSEN • P O BOX 147 CHANHASSEN MN 55317 07/19/2018 1:37 PM Receipt No. 00383609 CLERK: AshleyM PAYEE: Cory Watkins Control Concepts- 8077 Century Blvd Variance PLanning Case 2018-11 • IN�11 ------------------------------------------------------- Variance 200.00 Recording Fees 50.00 Total Cash Credit Cd Change SCANNED 250.00 0.00 250.00 0.00 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHANHASSEN Please review and respond no later than the review response deadline Agency Review Request Date: July 19, 2018 Agency Review Response Deadline: July 27, 2018 Date Application Filed: July 19, 2018 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: August 7, 2018 at 7:00 p.m. August 13, 2018 at 7:00 p.m. September 17, 2018 Application: Consider a setback variance request for encroachment into the Bluff Creek Overlay District Setback for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner: Zion Investments, LLC. Planning Case: 2018-11 Web Page: www.ci.chanhassen.mn.us/2018-11 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: ❑ Attorney ❑ Army Corps of Engineers ® Building Official ❑ US Fish & Wildlife ® Engineer ® Fire Marshal Watershed Districts: ® Forester ❑ Carver County WMO ® Park Director ❑ Lower River ® Water Resources ❑ Minnehaha Creek [I Law Enforcement ® Riley -Purgatory -Bluff Creek Carver County Agencies: Utilities: ❑ Community Development ® Cable TV — Mediacom ❑ ❑ Engineer Environmental Services ® Electric — Minnesota Valley ❑ Electric — Energy ❑ Historical Society ❑ Magellan Pipeline ❑ ❑ Parks Soil & Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — Centuryl-ink State Agencies: ❑ Board of Water & Soil Resources ❑ Health ❑ Historical Society ❑ Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation Adjacent Cities: ❑ Chaska ❑ Eden Prairie ❑ Jackson Township ❑ Minnetonka ❑ Shorewood ❑ Victoria Adjacent Counties: ❑ Hennepin ❑ Scott School Districts: ❑ Eastern Carver County 112 ❑ Minnetonka 276 Other Agencies: ❑ Hennepin County Regional Railroad Authority ❑ MN Landscape Arboretum ❑ SouthWest Transit ❑ TC&W Railroad J COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 CITY OF CBANBAS3EN Q� APPLICATION I D Date: V/AENT REVIEW . / Submittal Date: I gl j PC Date: O CC Date: �` 3 l4' SO -Day Review Date: 411 _ Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit ([UP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD .................$100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative..................................................$100 ❑ Commercial/IndustdalDistricts*......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'include number of existin employees: Include number or new employees: ❑ Residential Districts .........................................$500 Plus $5 per dwelling unit (— units) ❑ Notification Sign (City to install and remove) ..... ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3lots ....................... $600 + $15 per lot i tots) ❑ Metes & Bounds(2lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)* 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) 0 Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate�sah�l�be charged for each application. UU AllijAS ECEEIjVED SEN ...........................................I ......................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) ........'1V 4. j..829 add�ffiR�tse.$) . ............ $3 per address � ❑ Escrow for Recording Documents (check all that apply)......................,^VIKSSEN............................. $50 per document El Conditional Use Permit El Interim Use Permit an Agreement ❑ Vacation 21 Variance nd Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: $250.00 Section 2: Required Information Description of Proposal: The requested variance is for the encroachment into the Bluff Creek Overlay District 40-foot buffer located on the east side of the site. See attached for continuation of description. Property Address or Location: 8077 Century Blvd Parcel #: 25.0680020 Legal Description: Lot 2, Block 1, Arboretum Business Park, 7th Addition, according tti Total Acreage: 520 Wetlands Present? ® Yes ❑ No Present Zoning: Planned Unit Development (PUD) Requested Zoning: Not Applicable Present Land Use Designation: Office/Industrial Requested Land Use Designation: Not Applicable Existing Use of Property: Vacant ❑+ Check box if separate narrative is attached. _ 3/.I 'N PropertySection 3: .. APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, 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. 1 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: Bauer Design Build Contact: Michael LaQua Address: 14030 21st Avenue N Phone: (763) 999-7217 City/State/Zip: Plymouth, MN 55447 Cell: (612) 597-3739 Email: mike b�lg[db Com' Fax: (763) 972-8707 Signature Date: 7118/18 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Zion Investments, LLC Contact: Cory Watkins Address: 7014 Willow Creek Road Phone: (952) 474-6200 City/State/Zip: Eden Prairie MN 55344 Cell: (612) 834-1225 Email: cwatkins@ccipower.com Fax: Co M Watkins D°� * ° W G M W�� 7/18/18 Signature: Cory o :MIU7.1814 44usroa Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Loucks Inc Contact: JON DONOVAN, PE Address: 7200 Hemlock Lane, Suite #300 Phone: (763) 496-6724 City/State/Zip: Maple Grove, MN 55369 Cell: (612) 237-8569 Email: JDonovan@loucksinc.com Fax: section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Infonnation: 0 Property Owner Via: ❑✓ Email ❑ Mailed Paper Copy Name: Patrick L Schneider • Applicant Via: 0 Email ❑ Mailed Paper Copy Address: 5810 West 78th Street, Suite 150 0 Engineer Via: ❑� Email ❑ Mailed Paper Copy City/State/Zip: Minneapolis, MN 55439 ❑� Other` Via: [D Email ❑ Mailed Paper Copy Email: PatrickS@calhouncommercial.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM ✓' 8077 Century Blvd — Variance Application Control Concepts Inc —New facility Description / Narrative continued: The requested variance is for the encroachment into the Bluff Creek Overlay District 40-foot buffer located on the east side of the site. The encroaching structures will include a retaining wall and the possibility of parking stalls or a drive lane, pending further discussions with City staff. The request for the variance is driven by the requirement to extend a portion of the public trail which is planned to wrap around the eastern and northern side of the property and connects into the existing trail system from Water Tower Place located at the northwest comer of the property. Along the alignment for the proposed trail is an existing wetland and the Bluff Creek Overlay district which include required setbackstbuffers that constrain the buildable area of the site. Due to these site constraints and the incorporation of the bail, adjustments to the site layout, which include extending retaining walls and possibly a drive lane/parking, are necessary to maintain parking requirements while meeting safety concerns for the trail design brought forward by the City. 1W=97012 4i �-y- Cj'1� GW-%7.29 t v ` TW-9& 7W=96981 r 50 r�Tw=%908 7W=970.16 A-'q TW-%763 ... GW=960.29 GGW=956.46 GW=967.63 - _ �/ ill( _11p ft.V\V.( �q� fop . ..� ° '/ir• `:s•. ^aA-tea_\� _ ^�VV ��. \ ��`\Vv 67b9 68.5 6711 68,84 68 71 gq w ' 6 -0*3 ` .54. 969 69 - - �,:P..-f. n,�._: 6 - _ !t ; i X i R:., r30 n 10 \�+ 70. ivq a w 7 6e 7o s 9 70:72 706 _+l .,-. 71.30 1W=968.b4w J G.W-458.24mt 2 quo .Y - 1.7 �.1y-1 1 c, m.9- fir ir 7\Y>A69. 190- r*.% 4.1 - ►^ \ - f:!'I ? r !r Nr.%9b0 71v.%99r \ \ 7W=97I25- (W+H67.401` O7x 71.37 GW.%7.201 711 / i,rz! \ ,r. 51 CJG• _7.2771.40 GV&967.40 71.35 71 40 171.171 n.3s -53.39 - 70,770Da..i _ 3 �-53.19 a n'^. 1 i 9 7069. 5 . 4 M /♦� i_�i ` . 80 i 7 79 70.15 �.• \I_48 J • ' ° m 0.77 1.59 70.99 +1.73- 9j-"{_� __•'� e --� 1 ry E I _. �� 00 �,1/�`I \ J.i5721 _ 1 Y "7174.=i 71.74 =' - 74.74_. 71.16 71-M 70.77 70.73 71.13 971 71�3 - 69 6 -1 -1`SB.79 .4880 �Sq ' d r` •� -, ..- --i:.. \`TM:%9]2 9 �GW�67 61.012 w� �z�-- - _ . -- - 4 S�ICW fNu1� 21 IDl- lcl� Yr?) -5 irk,Uds � Cr�h��e� lk-0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bauer Design Build and Zion Investments, LLC for Site Plan approval for a 54,600 square foot, two story, office, warehouse and manufacturing building. On July 17, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bauer Design Build and Zion Investments, LLC for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 2, Block 1, Arboretum Business Park 7'^ Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is compliance with the elements and objectives of the city's development guides as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous grading on the parcel. The proposed development is in keeping with the general appearance of the neighboring developed areas. The development is preserving the Bluff Creek primary zone located on the site. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2018-11, dated July 17, 2018 prepared by Robert Generous, et all, is incorporated herein. 2 RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan for Control Concepts subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 176 day of July 2018. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 0 PLANNING COMMISSION STAFF REPORT Tuesday, July 17, 2018 Subject Control Concepts - Site Plan Review Section PUBLIC HEARINGS Item No: B.L Prepared By Bob Generous, Senior Planner AICP File No: PC 2018-11 0K- DPOSED MOTION: ' / fed'°' Chanhassen Planning Commission recommends approval of the site plan for a 54,600 are -foot office, warehouse and manufacturing building subject to the conditions of approval in staff report, and adoption of the Findings of Fact and Recommendation. The applicant is requesting site plan approval for a 54,600 square -foot, two-story office/warehouselmanufacnuing building. Bauer Design Build,14030 21 st Avenue North, Plymouth, MN 55447 (763)999-7217 mikel@bauerdb.com Zion Investments, LLC 7014 Willow Creek Road Eden Prairie, MN 55344 (952)474-6200 cwaddns@ccipower.com PRESENT ZONING: Planned Unit Development (PUDy Bluff Creek Overlay District LAND USE: Office Industrial Land Use ACREAGE: 5.2 acres DENSITY: 014 F.A.R. • Chapter 20, Article 2, Division 6, Site Plan Review • Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office -Institutional Developments • Arboretum Business Park Development Standards BACKGROUND On May 29, 2007, the Chanhassen City Council approved the following: 2. %I.. vas.,!_,. • Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7th Addition). • Conditional Use Permit for development within the Bluff Creek Corridor. • Site Plan for a 51,800 square -foot office/warehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Condor on Lot 1, Block 1, Arboretum Business Park 7th Addition. On May 29, 2007, the Chanhassen City Council approved the following: Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7th Addition). Conditional Use Permit for development within the Bluff Creek Corridor. Site Plan for a 51,800 square -foot office/warehouse building (Mamas Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Condor on Lot 1, Block 1, Arboretum Business Park 7th Addition. RECOMMENDATION The Chanhassen Planning Commission recommends approval of the site plan for a 54,600 square -foot office, warehouse, and manufacturing building subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. ATTACHMENTS: ❑ Planning Commission Staff Report 18-11 ❑ Findings of Fact 18-11 ❑ Development Review Application 18-11 ❑ Email from Vanessa Strong to Bob Generous and George Bender re: RPBCWD dated 6/26/18 ❑ Control Concepts Site Plan Review Set - Part 1 ❑ Control Concepts Site Plan Review Set - Part 2 ❑ Affidavit of Mailing CITY OF CHANHASSEN fati& PC DATE: July 17, 2018 CC DATE: August 13, 2018 REVIEW DEADLINE: August 14, 2018 CASE #: 2018-11 BY: JA, GB, RG, DN, JS, VS i T PROPOSED MOTION: �— ,Z "The Chanhassen Planning Commission recommends approval of the site plan for a 54,600 z- . square -foot office, warehouse and manufacturing building subject to the conditions of approval and adoption of the findings of fact and recommendation." SUMMARY OF REQUEST: The applicant is requesting site plan approval for a 54,600 square -foot, two story office -warehouse -manufacturing building. LOCATION: Lot 2, Block 1, Arboretum Business Park 70' Addition (PID 25.0680020) APPLICANT: Bauer Design Build Zion Investments, LLC 14030 21' Avenue N 7014 Willow Creek Road Plymouth, MN 55447 Eden Prairie, MN 55344 (763)999-7217 (952)474-6200 mikel ,bauerdb.com cwatkinsQcciuower.com PRESENT ZONING: Planned Unit Development (PUD)/ Bluff Creek Overlay District Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 2 of 14 2020 LAND USE PLAN: Office Industrial ACREAGE: 5.23 acres DENSITY: 0.24 F.A.R. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY Site plan approval for a 54,600 square -foot, two story office -warehouse -manufacturing building. A 16,452 square foot, one story tenant space is proposed for the eastern end of the building. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Arboretum Business Park Development Standards BACKGROUND On May 29, 2007, the Chanhassen City Council approved the following: Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7" Addition). Conditional Use Permit for development within the Bluff Creek Corridor. Site Plan for a 51,800 square -foot office/warehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20- foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7" Addition. On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the Bluff Creek Overlay District. The ]UP and CUP included this property. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 3 of 14 On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate the summary of issues and mitigation plan contained in the staff report, that the revisions to the Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that the revised AUAR be adopted by the city. On May 27, 1997, the City Council approved the following: • Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned Unit Development, PUD. • Approved the preliminary PUD #92S.for an office/industrial business park and preliminary plat approval for 12 ots, two outlots and associated right-of-way subject to the plans dated April 4, 1997, revised May 23, 1997, with conditions. • The City Council approved a Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. • The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit Development site subject to conditions. DISCUSSION The applicant is requesting site plan approval for a 54,600 square foot, two story, office - warehouse -manufacturing building. Site Constraints Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit reveal that wetland is present on the site. The applicant has submitted a wetland delineation and type determination for city review and approval. Bluff Protection There are no bluffs present on the site. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 4 of 14 Bluff Creek Primary Zone The eastern portion of the site is located within the Bluff Creek Primary Zone. A Conditional Use Permit was approved in 2007 for development in the overlay district. This area is proposed for preservation as permanent open space. A 40 foot structure setback with the first 20 feet in buffer is required. A trail connection is required by the city from Century Boulevard to the existing trail around the wetland complex. Shoreland Management The property does not lie within a Shoreland overlay district. Floodplain Overlay This property does not lie within a floodplain. ARCHITECTURAL COMPLIANCE Size Portion Placement The main entry is located in the southwest comer of the building for the primary unit and on the north side for the second unit. The entrance shows an accent stone base at the entrance with a pewter colored metal canopy, below silver colored curtain wall panels around the windows, surrounded by red metal accent panels, topped with a pewter color, perforated metal Additional architectural articulation shall be provided for the second unit primary access, which may include adding a canopy element. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 5 of 14 Material, Color and Detail The applicant is proposing the predominate building material of two toned, gray and exposed aggregate, precast concrete wall panel, with partition lines and banding. Accent is added through the spacing of aluminum storefront systems, pewter colored metal panels, perforated metal panels, red accent panels and recessed walls at the storefront window locations and entrances. Height and Roof Design The building height is 38 feet to the top of the parapet. The parapet is topped with a red metal coping material. Facade Transparency The applicant meets the 50 percent glazing (window) requirements. Windows are provided in all office areas of the building. The windows are within silver colored anodized aluminum window frames. Loading areas, refuse area, etc. Delivery and service overhead doors are located on the south side of the building facing the building to the south. Trash enclosures are not shown around the building so staff assumes that trash is stored inside and brought out through the overhead doors at the time of pick-up. If exterior dumpsters are to be used, then trash enclosures will need to be constructed using material compatible with the building. Lighting The applicant is proposing 25-foot tall light poles around the parking lot as well as wall pack units around the building. LED lighting is proposed. All lighting shall be shielded and have 90 degree cut-off angles pursuant to city code. Signage The applicant is proposing signage on the west elevation of the building and a monument sign at the entrance. Signage must follow the standards for the IOP district. Signage may not be located within drainage and utility easements and will need to be moved to another location on the site or the easement may be vacated. Tenant signage may be located above the entrance of the tenant space on the north side of the building. A separate sign permit must be submitted for each sign. Site Furnishings The applicant is proposing constructing a trail as part of the development. They should add bike rakes as well as an outdoor seating/picnic area. Planning Commission l 8077 Century Boulevard — Control Concept$ July 18, 2018 Page 6 of 14 Landscaping Minimum requirements for landscaping at the proposed development include 5,604 sq. ft. of landscaped area around the parking lot, 5 landscape islands or peninsulas, and 20 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 5,064 sq. ft. >5,064 sq. ft. Trees/parkingTrees/parking lot 20 trees 28 trees Islands or peninsulas/parkingpeninsulas/parking lot 5 islands/peninsulas 5 islands/peninsulas The applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: Required plantings Proposed plantings Bufferyard C —North 7 overstory trees 1 overstory trees prop. line, open space, 12 Understory trees 12 Understory trees 500 feet 15 Shrubs 20 Shrubs Bufferyard B — south 7 Overstory trees 8 Overstory trees prop. line, 500 feet 15 Understory trees 11 Understory trees 22 Shrubs 23 Shrubs The applicant shall add overstory trees to the north property line. A scattering of three oaks in the native seed planting will be acceptable. Staff also recommends that a shrub row be located between the front parking area and the property line to screen the parking lot. The rear wooded area on the lot is within the Bluff Creek Overlay District. This wooded area is in the primary zone and shall be preserved with the exception of the public trail connection. The developer shall install Conservation Area signage at the north and south property lines and at the trail. Access, Lot Frontage and Parking Location The lot fronts on Century Boulevard and proposes two access driveways. Parking is distributed on the western and northern sides of the building with truck docks located on the south side of the building. An access drive is provided around the entire building. Fire Lane No Parking areas for all the curbing except those directly adjacent to parking spaces will need to be painted yellow with NO PARKING FIRE LANE signs posted per city/fire code. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 7 of 14 Miscellaneous Sheets C4.1 & C4.2 shall be revised as follows: Utility notes 8 & 9. Sanitary sewer must be schedule 40. MPC table 701.1 Utility notes 11, 12 & 13. Minnesota rules 4715 is no longer the State plumbing code. Minnesota rules 4714 is the current code. Please change all references to 4714 along with the current code sections. Submit details on the storm detention system. Retaining walls over 4 feet in height require an engineered design. Plans must be submitted by a design professional on the proposed structure. All design information should be included (i.e. exiting, code analysis, proposed occupancies and occupancies). EASEMENTS There are several existing easements on this property as shown on the survey. Two existing drainage and utility easements are atypical. Staff believes standard drainage and utility easements associated with the lot lines are appropriate for this site. The atypical portions of the existing easements should be vacationed to avoid the need for additional encroachment easements. A permanent easement will be required to be granted over the city's trail that will traverse through the property. PARKS & RECREATION The applicant is proposing a trail connection to the trial within Century Boulevard and the trail located within the Bluff Creek primary zone. No Park and Trail frees are being collected because there is no subdivision. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82nd Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 8 of 14 Trail easements within Lot 2, Block 1, Arboretum Business Park 71h Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the city to accommodate the "wetland trail'. The developer will extend sanitary sewer and water service to the building from the existing utility lines in Century Boulevard. The developer is proposing to wet -tap the existing 12 inch watermain in the street to establish an 8 inch service connection for water to the building. Engineering recommends the site designer utilize PVC C900 watermain grade pipe in lieu of ductile iron pipe. This recommendation is based on past experience regarding the local soils being corrosive in nature. The developer is proposing to add a manhole to connect the sanitary service from the site to the main in the street. There is an existing sanitary manhole 35 feet to the north of the proposed manhole. The developer should review routing the sanitary service to the existing manhole to avoid adding another manhole in the street that the city maintains and to save on installation costs. Engineering believes the connection at a manhole is an appropriate design because it will allow Staff to monitor the flow from the site if needed. GRADING The proposed site grading is a concern because the trail location is sandwiched between the wetland buffer and the proposed parking lot for the building concept. The site includes a retaining wall to maintain a standard trail design. The design standards include a maximum of a P`, 6V-�5 Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 9 of 14 5 percent slope lineally along the trail throughout the site as much as is feasible. The retaining wall, which wraps around the parking lot on the north and east sides of the building, is shown to be 17 feet in height above portions of the trail and there isn't enough buffer area between the proposed parking lot and the trail for staff to recommend this as a safe and long term design. The site layout should be reviewed by the developer to address this concern. Staff also recommends the developer consider snow removal and storage as part of the site design. Staff is concerned there isn't enough available stockpiling space for the snow. The southern portion of the retaining wall could be placed further to the east to create more storage area that works with the lot design. DRAINAGE AND EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected prior to initiation of site grading activities. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60 percent total phosphorous (TP). Compliance Table Code Project (Control Concepts) Building Height 3 stories 2 stories 40 feet 38 feet (to top of parapet) Building Setback N' - 0' E# - 0' N - 129' E - 237' W-50,S-0' W-80'S-64' ' There is a wetland setback. # There is a 40-foot setback required from the Bluff Creek Primary Zone boundary. Parking Stalls 103 stalls 106 stalls Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 10 of 14 (Office = 4 spaces per 1,000 square feet ((15,135/1,000)*4= 61); Manufacturing = 1 per employee on largest shift (28 employees); warehouse = 1 space per 1,000 square feet for the first 10,000 square feet, then 1 space per 2,000 square feet((I0,000/1,000)+(7,962/2,000)=14) Parking Setback N - WE #- 0' N - 52' E - 200' W-10'S-0' W-10'S-11' Hard Surface Coverage 70% 58.6% Lot Area 43,560 sq. ft. 227,850 sq. ft. (5.23 ac.) RECOMMENDATION Staff recommends that the Planning Commission approve the site plan for a 54,600, two story building, plans prepared by Loucks and BDH & Young, dated 06-15-2018, subject to the following conditions: Building 1. Sheets C4.1 & C4.2 a. Utility notes 8 & 9. Sanitary sewer must be schedule 40. MPC table 701.1 b. Utility notes 11, 12 & 13. Minnesota rules 4715 is no longer the State plumbing code. Minnesota rules 4714 is the current code. Please change all references to 4714 along with the current code sections. 2. Submit details on the storm detention system. 3. Retaining walls over 4 feet in heights require an engineered design. 4. Plans must be submitted by a design professional on the proposed structure. All design information should be included (i.e. exiting, code analysis, proposed occupancies and occupancies). Environmental Resources 1. The applicant shall revise the landscape plan to add three bur oaks to the north property line native seed area. 2. The applicant shall revise the landscape plan to add a row of shrubs for screening of the parking area along Century Blvd. The screening shall be a minimum of 3 feet tall at maturity. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 11 of 14 3. The Bluff Creek Overlay District shall be shown on the site and landscape plans. 4. The applicant shall install Conservation Area signs at the edge of the Bluff Creek Overlay District at the north and south property lines and at the trail. The signs are available for purchase at the Chanhassen Public Works. Fire 1. Fire Lane No Parking areas for all the curbing except those directly adjacent to parking spaces will need to be painted yellow with NO PARKING FIRE LANE signs posted per city/fire code. 1. The developer shall be responsible for planning, engineer-i and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82"d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive �1 environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to the developer upon completion, inspection, and acceptance of the trail. l� 2. Trail easemen within Lot 2, Block 1, Arboretum Business Park 7d' shall be dedicated to the city to accommodate the "wetland trail'. Planning 1. The applicant shall enter into a site plan agreement and provide the security required by it prior to receiving a building permit. 2. Additional architectural articulation shall be provided for the second unit primary access. 3. Add bike racks as well as an outdoor seating/picnic area. 4. A separate sign permit application, review and approval shall be required prior to site sign installation. Water Resources and Engineering 1. The limits of the Bluff Creek Overlay District shall be identified throughout the plan set. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 12 of 14 2. Show the western curb line along Century Boulevard and the crosswalk at Water Tower Place throughout the plan set. 3. Vacate drainage and utility easements except the standard 10 foot wide easement associated with the front of the parcel in addition to the standard 5 foot wide easement associated with the side and rear portions of the parcel. 4. The wetland, wetland buffer, and the Bluff Creek Overlay District shall be designated as Outlots. 5. Provide a permanent easement over the trail throughout the parcel. 6. Apply for an Encroachment Agreement for the private sidewalk. 7. Add detailed design for the retaining wall including a profile, proposed construction materials, and railing/fence. The trail is designed to be on the bottom side of a retaining wall that has portions of it detailed to be 17 feet in height. The safety of the users of the trail needs to be coordinated. 8. Consider adjustment of the site design to facilitate maintenance and snow removal. 9. Include a detail for tree protection. 10. Add note to protect the existing line of trees on the shared property with the parcel to the south. 11. Detail asphalt cut-out and replacement in the street to facilitate the installation of the concrete aprons. 12. Install ADA pedestrian ramp for trail crossing at Century Boulevard. 13. Adjust curb radius design to meet city detail #5207 in association with the commercial entrances. A radius smaller than 20 feet may be appropriate for the shared property with the parcel to the south. 14. Adjust slope of the northern commercial entrance to meeting city detail #5207. 15. Replace any striping removed in Century Boulevard. 16. All parking stalls shall be 9 feet in width including handicapped stalls. 17. Add a radius to the trail where it connects to the existing bituminous trail to facilitate maintenance. Include additional tree removal area. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 13 of 14 18. All striping and signage shall meet the requirements of the MN-MUTCD manual. 19. Indicate lineal slope design for the trail. 20. All disturbed areas require a minimum of 6 inches of topsoil and must meet decompaction requirements. 21. Salvage existing topsoil and indicate stockpile location. 22. Add inlet protection in the catch basins on the west side of Century Boulevard. 23. Add rock construction entrance at the southern commercial entrance. 24. Extend the silt fence installation as appropriate to protect from construction. 25. The patch for the watermain connection shall be the full width of Century Boulevard. 26. Detail 5302A is shown twice on the SWPPP plan sheet. 27. Utilize C900 PVC pipe for the water service pipe material in lieu of DIP. Fittings shall be epoxy coated. 28. Sanitary manhole detail #5101 requires the pipe connections to be sealed with a cored and sealed connection. The utility plan details a build over manhole for the sanitary service connection. Add notes identifying the pipe connection requirements. 29. Review sanitary design from a future maintenance and a cost perspective. Adding Sanitary manhole # 1 approximately 35 feet to the south of an existing manhole is questionable. The sanitary service line could be routed directly to the existing manhole. The invert would need to be reconstructed and a cored and booted connection would be required. 30. Applicant is permitted a connection to municipal stormdrain system after meeting treatment and discharge requirements of city and RPBCWD. Applicant is responsible for ensuring municipal system is capable of handling the additional capacity. 31. Applicant is responsible for any improvements necessary to the municipal system to meet capacity and regulatory requirements from the point of connection up to and including the outlet/receiving water body 32. Connection is not permitted in catchbasin. Must connect to storm main in Century Blvd. Include access manhole. Invert elevation in the manhole shall allow for 0.1 inches of fall through the structure. Planning Commission 8077 Century Boulevard — Control Concepts July 18, 2018 Page 14 of 14 33. Access MH missing from western most section of Contech structure. 34. Proprietary filtration devices should be used as pretreatment vs post treatment. 35. Identify snow storage location on plans. 36. Identify stockpile locations on plan. 37. Bluff Creek Overlay District (BCOD) signs and locations are required on plans. Signs are required at each point the BCOD crosses the property boundary, every 100 feet, every point of deflection. 38. Include BCOD sign detail. 39. The proposed redevelopment will need Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permits. 40. It is the applicant's responsibility to ensure and submit proof that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.). 41. Project will require stormwater management fees associated with city development review and permitting process. 42. The city is in agreement with the RPBCWD comments identified in the email dated June 26, 2018 titled 'RPBCWD Permit 2018-43: Control Concepts — Initial Completeness ko. Review Comments.' With one exception: J10 — the city requests applicant provide ��!!!""" additional performance monitoring field data to support manufacturers removal estimates. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Bauer Design Build and Zion Investments, LLC for Site Plan approval for a 54,600 square foot, two story, office, warehouse and manufacturing building. On July 17, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bauer Design Build and Zion Investments, LLC for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 2, Block 1, Arboretum Business Park 7`s Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is compliance with the elements and objectives of the city's development guides as well as meeting the design standards for Arboretum Business Park. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous grading on the parcel. The proposed development is in keeping with the general appearance of the neighboring developed areas. The development is preserving the Bluff Creek primary zone located on the site. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2018-11, dated July 17, 2018 prepared by Robert Generous, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the Site Plan for Control Concepts subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 17"' day of July 2018. CHANHASSEN PLANNING COMMISSION @EW Its Chairman R1 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 CITY OF CHANBASSEN C APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section•. • . (check all that apply) ENEEMENE - (Refer to the appropriate Appficstion Checklist for required submittal Information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers..... $100 ❑ Create 3 lots or less........................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) (— lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) .................................. $300 ❑ All Others.........................................................$425 ❑ Consolidate Lots .............................................. $150 Lot Line Adjustment ......................................... $150 ❑ Interim Use Permit (LIP)❑ ❑ Final Plat..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others.n...................................................... $425 *Additional escrow may be required for other applications through the development contract. ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) ❑✓ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative.................................................. $100 ❑ All Others ....................................................... $275 ❑� Commercial/Industrial Districts*......................$500 ❑ Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building area: (61,500 thousand square feet) ❑Zoning Ordinance Amendment (ZOA)................. $500 Include number of existncemployees' 44 Include number of new employees: El Residential Districts $500 NOTE: When mull applications are processed concurrently, ............................"..... the application... hall be charged for each application. appropriate tea shall $5 per dwelling unit (_ units) Fv1 Notification Sin (City to install and remove) ...................................................................................................................... $200 ❑� Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 5 addresses) ❑� Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit 0 Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds $1 380.00 TOTAL FEE: Section 2: Required Information Description of Proposal: Proposing construction of new 61,500 sf office/industrial building including warehouse, site improvements and future tenanant space for rent or future internal company expansion. Property Address or Location: Parcel #: 25.0680020 Total Acreage: 5.20 Legal Description: 8077 Century Blvd Lot 2, Block 1, Arboretum Business Park, 7th AdditMdf Wetlands Present? ® Yes ❑ No Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Office/Industrial Existing Use of Property: Vacant ❑Check box if separate narrative is attached. Requested Zoning: Not Applicable Requested Land Use Designation: PropertySection 3: . Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, 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: Bauer Design Build Contact: Michael LaQua Address: 14030 21 st Avenue N Phone: (763) 999-7217 City/State/Zip: Plymouth, MN 55447 Cell: (612) 597-3739 Email: I@b erdb.com Fax: (763) 972-8707 /� rmik Signature: /!�,(/ Date: 6/15118 PROPERTY' OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Zion Investments, LLC _ Contact: Cory Watkins Address: 7014 Willow Creek Road Phone: (952) 474-6200 City/State/Zip: Eden Prairie MN 55344 Cell: (612) 834-1225 Email: cwatkins@ccipower. Fax: Signature: Date: 6/15/18 This application must be completed in fu and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Loucks Inc Contact: JON DONOVAN, PE Address: 7200 Hemlock Lane, Suite #300 Phone: (763) 496-6724 City/State/Zip: Maple Grove, MN 55369 Cell: (612) 237-8569 Email: JDonovan@loucksinc.com Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: E Property Owner Via: 2 Email ❑ Mailed Paper Copy Name: Patrick L Schneider P1 Applicant Via: ❑� Email ❑ Mailed Paper Copy Address: 5810 West 78th Street, Suite 150 Engineer Via: Email ❑ Mailed Paper Copy City/State/Zip: Minneapolis, MN 55439 ❑� Other* Via: Email ❑ Mailed Paper Copy Email: PatrickS@calhouncommercial.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORK PRINT FORM SUBMIT FORM From: strona. Vanessa To: Generous, Bob: Bender, Georae Subject: FW: RPBCWD Permit 2018-043: Control Concepts - Initial Completeness Review Comments Date: Tuesday, June 26, 2018 8:35:59 AM Attachments: imaaeOO1.ono FYI From: Scott Sobiech <SSobiech@barr.com> Sent: Tuesday, June 26, 2018 8:25 AM To:'tgruys@loucksinc.com' <tgruys@loucksinc.com> Cc: Terry Jeffery <tjeffery@rpbcwd.org>; Strong, Vanessa <VStrong@ci.chanhassen.mn.us>; Scott Sobiech <SSobiech@barr.com> Subject: RPBCWD Permit 2018-043: Control Concepts - Initial Completeness Review Comments Trevor, The RPBCWD received your application and supporting information for the proposed Control Concepts Development in Chanhassen on June 19, 2018. The application has been assigned permit number 2018-043. However, the application is considered incomplete. A review of the submitted information has generated the following questions or comments. These are only preliminary comments and do not constitute an exhaustive review of the submitted materials. Additional comments will be generated with complete submittal. Many of the items listed below will need to be addressed before a recommendation can be made to the RPBCWD Board of Managers. The application will be considered incomplete until the following information is received: IC1. Because the land disturbing activities is upgradient from regulated wetlands, the proposed development will trigger Rule D — Wetland and Creek Buffers. The applicant must submit information as stipulated in Rule D, subsection 7 and demonstrate conformance with all the criteria in subsection 3 IC2. The District requires that the native electronic models be provided with the submittal. The existing and proposed electronic HydroCAD and proposed condition MIDS models must be provided for review. The model inputs must match design and plan information. IC3. Section 2.1 of Rule A requires the application be signed by the owner(s) of the property. The application indicates the property is owned by Zion Investments LLC which does not align with the information on the Caver County Property website. The website indicates the property is owned by CHASKA GATEWAY PARTNERS. Provide documentation confirming Zion Investments LLC is the property owner or they must either sign the application or provide documentation that they are aware of, and approve of Zion Investments LLC. applying on their behalf. Because the project will involve 4 acres of land -disturbing activity, the project must conform to the requirements in the RPBCWD Erosion and Sediment Control rule (Rule C, Subsection 2.1). To conform to the RPBCWD Rule C the following revisions are needed: C1. Redundant perimeter protection (e.g., double rows of silt fence) is needed between the land disturbing activities and the wetlands on -site (i.e., wetland in NW corner of site). C2. The inspection requirements on sheet C3.3 do not align with RPBCWD requirements. The inspection frequency during construction must be revised to meet the RPBCWD rules as follows: The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. C3. Note 3 on sheet C3.1 indicates four (4) inches of topsoil. Final site stabilization measures must specify that at least six (6) inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Please revise so that a minimum of 6 inches of top soil is required. C4. The name and contact information of the general contractor responsible for the site must be provided (this information does not need to be provided prior to making a recommendation to the RPBCWD Board). Because the proposed work triggers RPBCWD's Stormwater Management Rules (Rule J) and the regulated wetland in the NW corner of the site is downgradient of the activities, Rule D, Subsections 2.1a and 3.1 require buffer around these wetlands. To conform to the RPBCWD Rule D the following revisions are needed: D1. The applicant must submit information as stipulated in Rule D, subsection 7 D2. The wetland function and values assessment using MnRAM is needed for the downgradient wetlands to determine the value of the buffer according to Appendix D1 of Rule D, the buffer location and the required average/minimum widths. Without the MnRAM information the wetlands on the parcel could be assumed to be exceptional value and an 80 foot average, 40 foot minimum buffer width could be provided. D3. The buffer area and signage location must be clearly shown on the plans. The buffer must be indicated by permanent, free-standing markers at the buffer's upland edge. A marker must be placed along each lot line, with additional markers at an interval of no more than 200 feet or where the buffer changes direction.. D4. Before any work subject to District permit requirements commences, buffer areas and maintenance requirements must be documented in a maintenance declaration recorded with the County. A draft declaration template is available for download from the RPBCWD website (www.rpbcwd.org/permits). The draft must be submitted to the District for review and approval prior to recording. Because the project will involve 4 acres of land -disturbing activity, the project must conform to RPBCWD's stormwater management rule as described in Rule J, Subsection 2. To conform to the RPBCWD Rule J the following revisions are needed: A. Please provide the native electronic HydroCAD and water quality models for review. J2. The project must limit peak runoff flow rates to that from existing conditions for the two-, 10- and 100-year frequency storm events using a nested 24-hour rainfall distribution, and a 100-year frequency, 10-day snowmelt event for all points where stormwater discharge leaves the site. According to Table 1.1 there will be a significant increase in site discharge to Century Boulevard under proposed conditions which does not meet the requirement of Rule J, subsection 3.1a. In addition, altering the hydrology of the wetland by reducing the discharge volume has the potential to adversely impact the existing wetland. The proposed design should be revised to provide rate control at all point where discharge leaves the site. J3. The project appears to provide no runoff abstraction based on the narrative and plan sheets. The proposed stormwater management facility must be reconfigured to provided abstraction in accordance with Rule J, subsection 3.1 b. a. The presence of Hydrologic Soil Group (HSG) D soils onsite does not automatically qualify an applicant as having a restricted site. Previous permit applicants, also having sites with HSG D soils and clay identified in boring, have been able to provide the required abstraction volume of 1.1" of runoff using a design infiltration rate of 0.06 in/hr (MN Stormwater Manual). While the geotechnical report demonstrates the clay soils present in the upper soil horizon has a significantly lower infiltration rate than those published in the MN Stormwater Manual, the geotechnical report does not provide testing for the poorly graded sand or silty sand encountered in boring ST-4. These types of soils are conducive to infiltration, thus the site does not appear to be a restricted site . b. Infiltration appears feasible at soil boring ST-4 where poorly graded sand or silty sand was encountered at an elevation above the bottom of the proposed underground detention system. This suggests that an underground infiltration/detention chamber is feasible and the stormwater management facilities can to be reconfigured to utilize infiltration at ST-4. c. In addition, the landscaping plans indicate that an irrigation system will be installed. The proposed irrigation system could take advantage of the proposed stormwater management facility and reuse the runoff, thus providing additional abstraction. It appears feasibly to irrigate the lawn and areas planted with native vegetation to maximize abstraction on the site. A. Without the native HydroCAD model it is unclear if runoff is calculated separately from impervious and pervious areas. Runoff should be calculated separately from pervious and impervious surfaces in the HydroCAD model. J5. Several of the times of concentration for proposed conditions are direct entry of 7 minutes. Please provide supporting documentation supporting those times of concentration. A. The printout from HydroCAD suggest a two stage outlet from the underground detention system but I was unable to locate a detail of the outlet in the plan set. Please provide a detail of the outlet on the construction drawings. J7. The printout from HydroCAD suggests an 18" pipe downstream of the underground detention system but the plans indicate a 12-inch HDPE. Please review, clarify, and revise as needed. J8. Please clarify if the plan view footprint of the proposed retaining walls is included in the impervious area calculations. Based on permits issued by the RPBCWD Board of Managers, retaining walls are considered impervious surface and stormwater treatment must be provided for any new or reconstructed retaining walls. J9. Based on the construction plans, it appears the project will involve land disturbing activities on Century Boulevard. All disturbed impervious surface areas must be accounted for in the stormwater calculations and the applicant must demonstrate conformance with criteria in Rule J. J10. The pollutant removals estimated by the MIDS model appear to only reflect the proposed Jellyfish BMP. The proposed Jellyfish is a proprietary device. It is my understanding that the manufacturer provided removal estimates assume no upstream treatment. By routing runoff from the upstream BMPs to the Jellyfish in MIDS the model will removal TSS and TP (at whatever percentage entered) regardless of the inflow composition, thus over estimating the removal potential. Also, RPBCWD has allowed the Jellyfish BMP to be installed at one other location in the District and required the applicant monitor performance for two years to confirm the manufacturer removals. The first year of monitoring data indicated the jellyfish is underperforming for TSS (13%-96%) and significantly underperforming for TP (-64%-45%). After seeing those results it will be difficult to approve the same device at another location. To avoid the potential pollutant removal shortfall, I suggest revising the design to exclude the Jellyfish. J11. The water quality information provided indicates the required 90% TSS and 60% TP removals are not being achieved by the proposed design. The design must be modified to achieve the pollutant removals required in Rule J subsection 3.1c. J12. The MIDS modeling does not appear to account for the treatment capacity of the underground detention system. The modeling must be update to account for all proposed BMPs. You might consider using the P8 model to better estimate the removal in the underground detention system. J13. Permit applicant must provide a maintenance and inspection plan. The plan must be documented in a form acceptable to the District. A draft maintenance agreement is available on the permits page of the RPBCWD website. (http'//www.ri2bcwd.ora/permitao Review of the additional materials will result in additional comments that will need to be addressed prior to issuing a permit. We will do everything we can to ensure that we move you through the permitting process as quickly as possible. Please contact me or Terry Jeffery (cc'd on this e-mail, 952-807-6885) with any questions or concerns. Thank you, Scott Sobiech, CFM, PE Vice President Senior Water Resources Engineer Minneapolis, MN office: 952.832.2755 ssobiech@borr.com www.barr.com �J B you no longer wish to receive marketing a -mails from Ban, respond to communications@barr.com and we will be happy to honor your request. [r: r JN 4 ci ci U/) Ll W U z O U O ry z O U ��ii�iGiii�i%i■ ii ��J link; A4 It Hill!) !a I 14Ila' , I M Ali, E), 101H if -PY | \ it 2� � ! 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COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 5, 2018, 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 a hearing to consider a Site Plan Review for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner: Zion Investments, LLC to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim T. euwissen, DepiW37XIerk Subscribed and sworn to before me this 5 day of i—AA 2018. Rbbc otary Public TAX -NAME TAX_ADD_L1 TAX_ADD_L2 TAX_ADD_L3 CHASKA GATEWAY PARTNERS 3610 COUNTY ROAD 101 WAYZATA MN 55391-3424 MAMAC PROPERTIES LLC 8189 CENTURY BLVD CHANHASSEN MN 55317-8002 COEUR TERRA LLP 7801 PARK DR STE F CHANHASSEN MN 55317-9219 BALL RANCH CO LLC 2850 LAKE DR W CHANHASSEN MN 55317-8585 BOERGER BUILDING LLC 2860 WATERTOWER PL CHANHASSEN MN 55317-8004 CENTURY 2000 PARTNERS LLP 3610 HIGHWAY 101 S WAYZATA MN 55391-3424 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 17, 2018 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. Proposal: Site Plan Review Applicant: Bauer Design Build Property 8077 Century Boulevard 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 Drolect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by email at boenerousCeDci.chanhassen.mn.us or by phone at Questions & 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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! Cty Review Poccadure: • SubdiNsions. Planned Unit Devebpments, Site Ran Reismas, Conditional and Interim Uses, Wetland Aiterabom, Rezonings, Comprabensive Man Amendments and Cade Amendments require a Public hearing before Me Manning Commission. City admances require all property Within KO bet of Me subject site to be notified at Me application In vatting. My Interested party is imvted to attend ere meeting. • Store prepares a report on the subject application that Includes all pertinent information and a recommendation. These reports are available by request At the Mlsomng Commission meeting, staff will give a verbal ows sans or the report and a recommendation. The Item yell be opened is the publc to speak about the proposal as a pan of the hearing process. The Commission will time thin public hearing and discuss the item and make a recommendation to Me City Council. The City Council may reverse, seen or modify wholly or partly the Manesng Commission's recommendation. Rezonings, and use and code silos dmatls take a simple mi wm or the City Counctl except re mpings and land we amendments horn peadenfial * comme cial/lndusblal. • Minnesota Sate Statute 519.99 requires all epoliullpns to be processed within 60 days unless the applicant waives 1Ms standard Some sopiiestiens duo to their complexity may take leveret mordhs to compiele. Any person wishing to to"" an Item through the process should check Mth the Manning Department regarding I% stabs and scheduling for the City Council meeting. • A maghbmmeod spokesperscolrepresis aew Is encouraged to provide a contact for the city. Cfi m dewlopers are encouraged to meet Mth the neigbealsood regarding their proposal. Stare is oleo awlleple to review the promin with any Interested Piemonte). • eecauss the Manning Commission holds ere public hearing, the City Council does not. Mnutes are taken and any correspondence regading me applimbm will be Induded In the repot to the GtyCmndl. ff you wish b haw something lobe IndWd In Ilia spat. lease cooled the Mapping Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 17, 2018 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. Proposal: Site Plan Review Applicant: Bauer Design Build Property 8077 Century Boulevard 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.c!.chanhassen.mn.us/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerousOci.chanhassen.mmus 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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mmus/not a to sign up! Cley Review Procedure: • Subdivision, Planned unit Developments. Site Ran Reviews, Conditional and Interim Uses. Wetland Alterations, Rezonlngs. Comprehensive Plan Amendments and Code Amendments requite a pudic hearing before the Planning Commission. City ordinances require all property within 500 rest of the subject via to be notified of Me application In wilting. Any Interested party is invitetl to attend the meeting. • See prepares a expert on Me subject applicabon that Includes all orUn a t Information and a recommendation. These rapers are avalleble by request. AI Me Manning Commission meeting, staff "ll give a verbal owMew of Me report and a recommendation. The Item will be owed for the pudic to speak about the proposal as a pan of the hearing propose. The Commission will close Me public hearing and discuss the Item and make a recommendation to the City Council. The City Cwncll may reverse, affirm M modify wholly or pertly the Manning Commission's recommendation. Rezonings. land use and code amendearts lake a simple majority vole of the City Counall except rezelmga and land use amendments from resldMtiel to coremerclelfindlleMal. • Minnesota Ste* Statute 519.99 requires all applications to be processed within 60 days unless the applicant walvm this standard. Some applications due to their complexity may lake several months to complete. Any person wishing to follow an Item through the process should check Win the Manning Department regarding Its status and srhaduling for the City Council meeting. • A neighborhood spot somboo ispresen*five Is encouraged to provide a corned for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is else available to review the project Win any Interested person(s). • Because the Manning Cemnlasion holds the public hearing, the City Council does not. Minutes are taken and any correspondence regading the epplicabon will be Included in the report to the City Council. ff you wish to haw something to be Included In the repgn, lease cents Me Manni Staff parrion named on the notification. Affidavit of Publication Southwest Newspapers State of Minnesota) CITY OF CHANHASSEN )SS. CARVER & HENNEPIN COUNTIES County of Carver ) NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2018-11 NOTICE IS HEREBY GIVEN Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized that the Chanhassen Planning agent of the ublisher of the news newspapers known as the Chaska Herald and the Chanhassen Vil- hearing on Tuesday, July 17, Commission will hold a public lager and hags full knowledge of t he acts herein stated as follows: 2018 at 7:00 P.M. in the Council Chambers in Chanhassen City (A) These newspapers have complied with the requirements constituting qualification as a legal Hall, 7700 Market Blvd. The newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as purpose of this hearing is to amended. consider a Site Plan Review for property located at 8077 Century (B) The printed public notice that is attached to this Affidavit and identified as No. yS 9 7 Boulevard and zoned Planned was published on the date or dates and in the newspaper stated in the attached Notice and said Unit Development (PUD). Notice is incorporated as art of this Affiidavit.Said notice was cut from the columns of Applicant: Bauer Design Build, Y P Owner: Zion Investments. LLC. the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both A plan showing the location inclusive, and is hereby acknowledged as being the kind and size of type used in the composition of the proposal is available for and publication of the Notice: public review on the citys web site at www.ci.chanhassen. abcdefghilkhnnopgrstuvwxyz mn.us/2018-11 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing y; and express their opinions with Laurie A. Hartmann respect to this proposal. Robert Generous, AICP Email: bgenerous@ ci.chanhassen.mn.us Subscribed and sworn before me on Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, July 5, 2018' No. 4597) this =day of , 2018 vffnga JYMME JEANNETTE BARK F4' " NOTARY PUBLIC - MINNESOTA o Public MY COMMISSION EXPIRES 01/31129 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... S31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.97 per column inch CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on July 5, 2018, 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 a hearing to consider a Site Plan Review for property located at 8077 Century Boulevard and zoned Planned Unit Development (PUD). Applicant: Bauer Design Build, Owner: Zion Investments, LLC to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this 5 day of JAA 2018. 1 - otary Public 1 7 Kim T. euwissen, Deptty-Clerk 1�JENNI11R ANN POTTER ) Notary Puck -Minnesota � y lion so_ . ' 31, 2= TAX NAME TAX _ADD _Ll TAX _ADD _L2 TAX _ADD _L3 CHASKA GATEWAY PARTNERS 3610 COUNTY ROAD 101 WAYZATA MN 55391-3424 MAMAC PROPERTIES LLC 8189 CENTURY BLVD CHANHASSEN MN 55317-8002 COEUR TERRA LLP 7801 PARK DR STE F CHANHASSEN MN 55317-9219 BALL RANCH CO LLC 1850 LAKE DR W CHANHASSEN MN 55317-8585 BOERGER BUILDING LLC 2860 WATERTOWER PL CHANHASSEN MN 55317-8004 CENTURY 2000 PARTNERS LLP 13610 HIGHWAY 101 S WAYZATA MN 55391-3424 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 17, 2018 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. Proposal: Site Plan Review Applicant: Bauer Design Build Property 8077 Century Boulevard 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.c!.chanhassen.mn.us/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bcenerousna ci.chanhassen.ri 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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • SubdiAsions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland 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 meeling. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission 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 pad 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 Molly 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 commercialflndusmal. • Minnesota State Statute 519,99 requires all applicatons to be processed within 60 clays unless the applicant waives this standard. Some applications clue to their complexity may lake 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 spokespersoolrepresentative is encouraged to provide a coned for the city. Often developers are encouraged to meet Win 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. Mnules 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. lease contact the Manning Stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 17, 2018 at 7:00 p.m. This hearing may not start until' later in the evening, depending on the order of the agenda. Location: Citv Hall Council Chambers 7700 Market Blvd. Proposal: Site Plan Review Applicant: Bauer Design Build Property 8077 Century Boulevard 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 ro'ect. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2018-11. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous ccDci.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. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to wwiv.c!.chanhassen.mmus/notrfvme to sign up! 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 oversew 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 dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify Molly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Coundl except rezonings and land use amendments from residential to commercialfndustrial. • Monsanto 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 lake 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 spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested 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 Oty Coundl, If you wish to have something to be Included In the report, lease cooled the Manning Staff person named on the notification. Generous, Bob From: Strong, Vanessa Sent: Tuesday, June 26, 2018 8:36 AM To: Generous, Bob; Bender, George Subject: FW: RPBCWD Permit 2018-043: Control Concepts - Initial Completeness Review Comments FYI From: Scott Sobiech <SSobiech@barr.com> Sent: Tuesday, June 26, 2018 8:25 AM To: 'tgruys@loucksinc.com' <tgruys@loucksinc.com> Cc: Terry Jeffery <tjeffery@rpbcwd.org>; Strong, Vanessa <VStrong@ci.chanhassen.mn.us>; Scott Sobiech <SSobiech@barr.com> Subject: RPBCWD Permit 2018-043: Control Concepts - Initial Completeness Review Comments Trevor, The RPBCWD received your application and supporting information for the proposed Control Concepts Development in Chanhassen on June 19, 2018. The application has been assigned permit number 2018-043. However, the application is considered incomplete. A review of the submitted information has generated the following questions or comments. These are only preliminary comments and do not constitute an exhaustive review of the submitted materials. Additional comments will be generated with complete submittal. Many of the items listed below will need to be addressed before a recommendation can be made to the RPBCWD Board of Managers. The application will be considered incomplete until the following information is received: IC1. Because the land disturbing activities is upgradient from regulated wetlands, the proposed development will trigger Rule D — Wetland and Creek Buffers. The applicant must submit information as stipulated in Rule D, subsection 7 and demonstrate conformance with all the criteria in subsection 3 IC2. The District requires that the native electronic models be provided with the submittal. The existing and proposed electronic HydroCAD and proposed condition MIDS models must be provided for review. The model inputs must match design and plan information. IC3. Section 2.1 of Rule A requires the application be signed by the owner(s) of the property. The application indicates the property is owned by Zion Investments LLC which does not align with the information on the Caver County Property website. The website indicates the property is owned by CHASKA GATEWAY PARTNERS. Provide documentation confirming Zion Investments LLC is the property owner or they must either sign the application or provide documentation that they are aware of, and approve of Zion Investments LLC. applying on their behalf. Because the project will involve 4 acres of land -disturbing activity, the project must conform to the requirements in the RPBCWD Erosion and Sediment Control rule (Rule C, Subsection 2.1). To conform to the RPBCWD Rule C the following revisions are needed: C1. Redundant perimeter protection (e.g., double rows of silt fence) is needed between the land disturbing activities and the wetlands on -site (i.e., wetland in NW corner of site). C2.The inspection requirements on sheet C3.3 do not align with RPBCWD requirements. The inspection frequency during construction must be revised to meet the RPBCWD rules as follows: The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. C3. Note 3 on sheet C3.1 indicates four (4) inches of topsoil. Final site stabilization measures must specify that at least six (6) inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Please revise so that a minimum of 6 inches of top soil is required. C4.The name and contact information of the general contractor responsible for the site must be provided (this information does not need to be provided prior to making a recommendation to the RPBCWD Board). Because the proposed work triggers RPBCWD's Stormwater Management Rules (Rule J) and the regulated wetland in the NW corner of the site is downgradient of the activities, Rule D, Subsections 2.1 a and 3.1 require buffer around these wetlands. To conform to the RPBCWD Rule D the following revisions are needed: D1.The applicant must submit information as stipulated in Rule D, subsection 7 D2.The wetland function and values assessment using MnRAM is needed for the downgradient wetlands to determine the value of the buffer according to Appendix D1 of Rule D, the buffer location and the required average/minimum widths. Without the MnRAM information the wetlands on the parcel could be assumed to be exceptional value and an 80 foot average, 40 foot minimum buffer width could be provided. D3.The buffer area and signage location must be clearly shown on the plans. The buffer must be indicated by permanent, free-standing markers at the buffer's upland edge. A marker must be placed along each lot line. with additional markers at an interval of no more than 200 feet or where the buffer changes direction.. D4. Before any work subject to District permit requirements commences, buffer areas and maintenance requirements must be documented in a maintenance declaration recorded with the County. A draft declaration template is available for download from the RPBCWD website (www.ri)bcwd.org/permits). The draft must be submitted to the District for review and approval prior to recording. Because the project will involve 4 acres of land -disturbing activity, the project must conform to RPBCWD's stormwater management rule as described in Rule J, Subsection 2. To conform to the RPBCWD Rule J the following revisions are needed: J1. Please provide the native electronic HydroCAD and water quality models for review. J2. The project must limit peak runoff flow rates to that from existing conditions for the two-, 10- and 100- year frequency storm events using a nested 24-hour rainfall distribution, and a 100-year frequency, 10-day snowmelt event for all points where stormwater discharge leaves the site. According to Table 1.1 there will be a significant increase in site discharge to Century Boulevard under proposed conditions which does not meet the requirement of Rule J, subsection 3.1a. In addition, altering the hydrology of the wetland by reducing the discharge volume has the potential to adversely impact the existing wetland. The proposed design should be revised to provide rate control at all point where discharge leaves the site. J3. The project appears to provide no runoff abstraction based on the narrative and plan sheets. The proposed stormwater management facility must be reconfigured to provided abstraction in accordance with Rule J, subsection 3.1b. a. The presence of Hydrologic Soil Group (HSG) D soils onsite does not automatically qualify an applicant as having a restricted site. Previous permit applicants, also having sites with HSG D soils and clay identified in boring, have been able to provide the required abstraction volume of 1.1" of runoff using a design infiltration rate of 0.06 in/hr (MN Stormwater Manual). While the geotechnical report demonstrates the clay soils present in the upper soil horizon has a significantly lower infiltration rate than those published in the MN Stormwater Manual, the geotechnical report does not provide testing for the poorly graded sand or silty sand encountered in boring ST-4. These types of soils are conducive to infiltration, thus the site does not appear to be a restricted site . b. Infiltration appears feasible at soil boring ST-4 where poorly graded sand or silty sand was encountered at an elevation above the bottom of the proposed underground detention system. This suggests that an underground infiltration/detention chamber is feasible and the stormwater management facilities can to be reconfigured to utilize infiltration at ST-4. c. In addition, the landscaping plans indicate that an irrigation system will be installed. The proposed irrigation system could take advantage of the proposed stormwater management facility and reuse the runoff, thus providing additional abstraction. It appears feasibly to irrigate the lawn and areas planted with native vegetation to maximize abstraction on the site. J4. Without the native HydroCAD model it is unclear if runoff is calculated separately from impervious and pervious areas. Runoff should be calculated separately from pervious and impervious surfaces in the HydroCAD model. J5. Several of the times of concentration for proposed conditions are direct entry of 7 minutes. Please provide supporting documentation supporting those times of concentration. J6. The printout from HydroCAD suggest a two stage outlet from the underground detention system but I was unable to locate a detail of the outlet in the plan set. Please provide a detail of the outlet on the construction drawings. J7. The printout from HydroCAD suggests an 18" pipe downstream of the underground detention system but the plans indicate a 12-inch HDPE. Please review, clarify, and revise as needed. J8. Please clarify if the plan view footprint of the proposed retaining walls is included in the impervious area calculations. Based on permits issued by the RPBCWD Board of Managers, retaining walls are considered impervious surface and stormwater treatment must be provided for any new or reconstructed retaining walls. J9. Based on the construction plans, it appears the project will involve land disturbing activities on Century Boulevard. a. All disturbed impervious surface areas must be accounted for in the stormwater calculations and the applicant must demonstrate conformance with criteria in Rule J. J10. The pollutant removals estimated by the MIDS model appear to only reflect the proposed Jellyfish BMP. The proposed Jellyfish is a proprietary device. It is my understanding that the manufacturer provided removal estimates assume no upstream treatment. By routing runoff from the upstream BMPs to the Jellyfish in MIDS the model will removal TSS and TP (at whatever percentage entered) regardless of the inflow composition, thus over estimating the removal potential. Also, RPBCWD has allowed the Jellyfish BMP to be installed at one other location in the District and required the applicant monitor performance for two years to confirm the manufacturer removals. The first year of monitoring data indicated the jellyfish is underperforming for TSS (13%-96%) and significantly underperforming for TP (-64%-45%). After seeing those results it will be difficult to approve the same device at another location. To avoid the potential pollutant removal shortfall, I suggest revising the design to exclude the Jellyfish. 3 A 1. The water quality information provided indicates the required 90% TSS and 60% TP removals are not being achieved by the proposed design. The design must be modified to achieve the pollutant removals required in Rule J subsection 3.1c. J12. The MIDS modeling does not appear to account for the treatment capacity of the underground detention system. The modeling must be update to account for all proposed BMPs. You might consider using the P8 model to better estimate the removal in the underground detention system. A 3. Permit applicant must provide a maintenance and inspection plan. The plan must be documented in a form acceptable to the District. A draft maintenance agreement is available on the permits page of the RPBCWD website. (http://www.rpbcwd.org/permits/) Review of the additional materials will result in additional comments that will need to be addressed prior to issuing a permit. We will do everything we can to ensure that we move you through the permitting process as quickly as possible. Please contact me or Terry Jeffery (cc'd on this e-mail, 952-807-6885) with any questions or concerns. Thank you, Scott Sobiech, CFM, PE Vice President Senior Water Resources Engineer Minneapolis, MN office: 952.832.2755 ssobiech@barr.com www.barr.com If you no longer wish to receive marketing a -mails from Barr, respond to communications@barr.com and we will be happy to honor your request. o;h- r bint. Energy June 21, 2018 Jenny Potter City of Chanhassen PO Box 147 Chanhassen, MN 55317 952-227-1134 www.ci.chanhassen.mn.us 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 RE: Site plan review for property located at 8077 Century Blvd and zoned planned unit development. Dear Ms. Potter: CenterPoint Energy has no objection or issues related to the above Site plan review for property located at 8077 Century Blvd and zoned planned unit development. Thank you for the advance notice. If you have any questions, please feel free to call me at 612-321-5381. Respectfully, CENTERPOINT ENERGY e, Chuck Mayers, SRWA Right of Way Agent III charle.mayers@centerPointenergy.com PC: William F. Kallberg, C&M Supervisor, CenterPoint Energy Alan L. Jongerius, C&M Advance Foreperson, CenterPoint Energy Eric Yang, Area Engineer, CenterPoint Energy Andrew Balgobin, Administration Engineer, CenterPoint Energy COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 CITY OF CHANMSSEN C �/ / p APPLICATION FOR DEVELOPMENT REVIEW QQ Submittal Date: U D PC Date: j CC Date: O 3 60-Day Review Date: Fs l sl ApplicationSection 1: .•apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit ([UP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others..: ...................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 2 Site Plan Review (SPR) ❑ Administrative..................................................$100 El Commercial/Industrial Districts. ...................... $600 Plus $10 per 1,000 square feet of building area: (61,500 thousand square feet) 'Include number of existing employees: 44 'Include number of new employees: 6 ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (— units) ❑✓ Notification Sign (City to install and remove) ..... ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot lots) ❑ Metes & Bounds (2 lots) .................................. $300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment ......................................... $150 ❑ Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)' `Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ ZoningAppeal...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ..................... $200 ❑✓ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 5 addresses) ❑� Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑✓ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) ❑ Deeds TOTAL FEE: $1,380.00 Section 2: Required Information Description of Proposal: Proposing construction of new 61,500 sf office/industrial building including warehouse, site improvements and future tenanant space for rent or future internal company expansion. Property Address or Location: 8077 Century Blvd Parcel #: 25.0680020 © Legal Description: Lot 2, Block 1, Arboretum Business Park, 7th Total Acreage: 5.20 Wetlands Present? ® Yes ❑ No Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Office/Industrial Existing Use of Property: Vacant Requested Zoning: Not ApplicablE Requested Land Use Designation: ❑Check box if separate narrative is attached. Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, 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. 1 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: Bauer Design Build Contact: Michael LaQua Address: 14030 21 st Avenue N Phone: (763) 999-7217 City/State/Zip: Plymouth, MN 55447 Cell: (612) 597-3739 Email: mike I@b b.com Fax: (763) 972-8707 Signature: Date: 6/15/18 e PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Zion Investments, LLC Contact: Cory Watkins Address: 7014 Willow Creek Road Phone: (952) 474-6200 City/State/Zip: Eden Prairie MN 55344 Cell: (612) 834-1225 Email: cwatkins@ccipower.c Fax: Signature: x Date: 6/15/18 This application must be completed in fu and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Loucks Inc Contact: JON DONOVAN, PE Address: 7200 Hemlock Lane, Suite #300 Phone: (763) 496-6724 City/State/Zip: Maple Grove, MN 55369 Cell: (612) 237-8569 Email: JDonovan@loucksinc.com Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑� Property Owner Via: E Email ❑ Mailed Paper Copy Name: Patrick L Schneider 0 Applicant Via: ❑✓ Email ❑ Mailed Paper Copy Address: 5810 West 78th Street, Suite 150 ❑� Engineer Via: E Email ❑ Mailed Paper Copy City/State/Zip: Minneapolis, MN 55439 ❑� Other* Via: R] Email ❑ Mailed Paper Copy Email: PatrickS@calhouncommercial.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM CONTROLCONIC SINGLE WALL PLAN WITH TRAIL- VS - NO TRAIL BUDGET COST COMPARISON - Option #1 LOUCK'S ENG. QUANTITIES IN Description Single Wall w/Trail No Trail Difference in Qty Unit Unit Price Added Cost 2 Rail Pipe Rail Fence 582 537 45 LF $55.00 $2,475 Wall Cost based on Face SF/Area 7,211 4,544 2,667 SF $40.00 $106,680 Wall Starter Course Factor n/a n/a LF $20.00 $0 ACP Path & Associcated Costs 1,067 - 1,067 SY $83.50 $89,095 Carver Top Soil Reconditioning -Import 13,488 13,488 sf $0.85 $11,465 Area of Disturbance/Grading/SeedMat 13,488 13,488 SF $0.35 $4,721 Net Add, For Trail $214,435 Design/Man. Fee 10% $21,444 Grand Total Add $235,879 TIERED WALL PLAN - VS - NO TRAIL BUDGET COST COMPARISON - Option #2 8/2/2018 LOUCK'S ENG. QUANTITIES Description Tiered Wall No Trail Difference in Qty Unit Unit Price Added Cost 2 Rail Pipe Rail Fence 1,007 537 470 LF $55.00 $25,850 Wall Cost based on Face SF/Area 7,595 4,544 3,051 SF $40.00 $122,040 Wall Starter Course Factor 1,007 537 470 LF $20.00 $9,400 ACP Path & Associcated Costs 1,193 - 1,193 SY $83.50 $99,616 Added Wall Earthwork for Tier Option 1,007 537 470 LF $20.50 $9,635 Carver Top Soil Reconditioning -Import 1 14,815 1 14,815 sf $0.85 $12,593 Area of Disturbance / Grading/SeedMat 14,815 14,815 SF $0.35 $5,185 Net Add, Tiered Wall Trail $284,319 Design/Man. Fee 10% $28,432 Grand Total Add $312,750 15 SHOWN FOR GRAPHICAL )NTRACTOR TO PROVIDE :SIGN/SHOP DRAWINGS SSIONAL ENGINEER FOR ) CONSTRUCTION. UBMIT SHOP DRAWINGS FOR TYPICAL CROSS SECTION OF TIERED RETAINING WALL AT RETAINING WALL ELEVATION #7 SCALE: N/A RAILING/FENCE POST PER MANUFACTURER CE POST PER RER (4' TOLSPACING) POST SPACING) 42" TYP. 42" TYP. OR PER PROJECT GROHOLES. REFER OR PER PROJECTSE REQUIREMENTS PLATE AND LNH REQUIRNTS TO AOF RECON LTS -DESIGN BY GUAFOR ADDITIONAL GROENTS h24 RECON TOP BLOCK RECONDEPTH AS REQUIRED WALL PER PER DESIGN DESIGN FENCE/RAILING CONNECTION - OPTION 1 SECTION VIEW PRECAST POST HOLE DIAMETER OF HOLE SHOULD BE A MINIMUM OF 1" GREATER THAN POST TO BE INSTALLED FENCE/RAILING CONNECTION - OPTION 1 PLAN VIEW 0D Copyright 2016 ReCon Wall Systems. Inc. All Rights Reserved 24M RECON TOP BLOCK RECON DEPTH AS REQUIRED WALL PER 224M PER DESIGN DESIGN FENCERRAILING CONNECTION - OPTION 2 SECTION VIEW NOTES: 1. BLOCK MASS REQUIRED TO RESIST POST LOADING SHALL BE DETERMINED BY THE DESIGN ENGINEER. 2. MANUFACTURER/ENGINEER TO PROVIDE ADEQUATE POST AND FINAL CONNECTION REQUIREMENTS. 3. DETAILS SHOWN ARE FOR POST TO BLOCK CONNECTION OPTIONS. REFER TO DRAWING #402 BLOCK TO BLOCK CONNECTION. 4. CONNECTION OPTIONS SHOWN ARE FOR POST TO TOP BLOCK. CONNECTION WOULD BE SIMILAR WHEN ATTACHING TO RECON'S FULL HIGH CAP OR OTHER BLOCKS. 5. CHECK WITH LOCAL RECON PRODUCER FOR AVAILABILITY OF BLOCKS WITH PRECAST HOLES. Disclaimer: This drawing has been prepared by ReCon Wall RAILING/FENCE POST TO Systems, Inc. and to the best of its knowledge, accurately Re represents the product use in the application that It Is BLOCK CONNECTION DETAILS Illustrated. This drawing Is Intended for conceptual purposes only. Anyone making use of this drawing does so at their own RECON WALL SYSTEMS, INC. risk and assumes all liability for such use. Final design for Retaining Walls 7600 W. 27th STREET, #229 construction purposes must be completed by a Registered ST. LOUIS PARK, MN 55426 Professional Engineer who Is familiar with the product and DRAWING #401 952-922-0027 who has taken Into account specific site conditions. www.reconwalls.com RECON WALL PER DESIGN 3IZE AND RENT PER LNUINtERED DESIGN SECTION VIEW GROUT REBAR INTO PRECAST HOLES, TYP. REFER TO ARTICLE 3 & 4.5 OF RECON GUARDRAIL SPEC OR ENGINEERED DESIGN FOR ADDITIONAL REQUIREMENTS III III III I I 1 1 I I I I INSTALL REBAR INTO SECOND COURSE USING EPDXY PER ENGINEERED DESIGN 12" TYP.]—T24" TYP PRECAST POST HOLE t 2" TYP.—}-----}�TYP.12" HOLE DIAMETER PER ENGINEER BASED UPON REQUIRED REBAR SIZE PLAN VIEW COPYdght 2016 ReCon Wall Systems. Inc. All Rights R..,scl � 1 — — � — I � 1 PROFILE VIEW NOTE: CONNECTION DETAIL SHOWN IS INTENDED TO VISUALLY DEPICT THE REQUIREMENTS FOR FASTENING TWO COURSES OF BLOCK TOGETHER. FINAL DESIGN FOR THE CONNECTION REQUIREMENTS INCLUDING SIZE, SPACING, EMBEDMENT AND EPDXY GROUTING REQUIREMENTS FOR THE REBAR ARE THE RESPONSIBILITY OF THE WALL DESIGN ENGINEER. CHECK WITH LOCAL RECON PRODUCER FOR AVAILABILITY OF BLOCKS WITH PRECAST HOLES. Disclaimer: This drawing has been prepared by ReCon Wall '"" BLOCK TO BLOCK CONNECTION Systems, Inc. and to the best the its knowledge, accurately Re OPTION 1 (REBAR) represents the product use in the application that it is illustrated. This drawing is intended for conceptual purposes only. Anyone making use of this drawing does so at their own RECON WALL SYSTEMS, INC. risk and assumes all liability for such use. Final design for Retaining Walls 7600 W. 27th STREET, 4229 construction purposes must be completed by a Registered ST. LOUIS PARK, MN 55426 Professional Engineer who is familiar with the product and DRAWING #402 952-922-0027 www.reconwalls.com has taken into account specific site conditions. w.reconwalls.com 8" LOW PERMEABLE SOIL MIN. 12" DRAINAGE ZONE (%A" CRUSHED STONE) 3.6°--j--- UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD (6" MIN. THICKNESS) FINISHED GRADE AT TOP OF WALL SHALL BE DESIGNED FOR PROPER DRAINAGE TO PREVENT PONDING. SEE DRAWING #304 FOR ADDITIONAL INFORMATION FJ J l 24T RETAINED SOIL 24M _ 24M F APPROXIMATE LIMITS 39M OF EXCAVATION 39M J _f 45M 1:1 BENCH CUT RECOMMENDED 45M J 60M F Imo_ APPROXIMATE LIMITS OF DRAIN TILE EXCAVATION VARY WHERE BOB SUBCUT IS REQUIRED (4" MIN.) 1 L� ' 1 "D„ SUBCUT TO A DEPTH "D" AS REQUIRED AND REPLACE WITH SUITABL COMPACTED STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARIN CAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITE FOUNDATION SOIL GEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. "EMBEDMENT SHOULD BE THE GREATER OF 6" OR H/20 FOR WALLS WITH LEVEL GRADE AT THE TOE. REFER TO RECON'S EMBEDMENT RECOMMENDATION DOCUMENT FOR ADDITIONAL INFORMATION FOR WALLS WITH A TOE SLOPE CONDITION. Copytlght 2016 ReCon Wall Systems. Inc. All Rights Resemetl Disclaimer: This drawing has been prepared by ReCon Wall TYPICAL GRAVITY WALL Systems, Inc. and to the best the Its knowledge, accurately Re CROSS SECTION represents the product use in the application that It is . illustrated. This drawing is intended for conceptual purposes only. Anyone making use of this drawing does so at their own RECON WALL SYSTEMS, INC. risk and assumes all Ilability for such use. Final design for Retaining Walls 7600 W. 27th STREET, #229 construction purposes must be completed by a Registered ST. LOUIS PARK, MN 55426 Professional Engineer who Is familiar with the product and DRAWING #103 952-922-0027 www.reconwalls.com has taken Into account specific site conditions. w.reconwalls.com May 30, 2007 Mr. Joe Smith Chaska Gateway Partners, LLP c/o Steiner Development, Inc. 3610 County Road 101 Wayzata, MN 55391 Re: Arboretum Business Park 7 h Addition — Planning Case 07-10 Dear Mr. Smith: This letter is to confirm that on May 29, 2007, the Chanhassen City Council approved the following: A. Preliminary and final plat for two lots and one outlot (Arboretum Business Park 7ie Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82"a Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7`" Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail'. 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. Mr. Joe Smith Arboretum Business Park 76 Addition �`+y Planning Case 07-10�� May 30, 2007 L Page 3 of 4 shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type I silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7d' Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. B. Conditional Use Permit for development within the Bluff Creek Corridor subject to the following conditions: 1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the Mr. Joe Smith Arboretum Business Park 7a' Addition Planning Case 07-10 May 30, 2007 Page 2 of 4 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls Mr. Joe Smith Arboretum Business Park 7s Addition Planning Case 07-10 May 30, 2007 Page 4 of 4 primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. C. Site Plan for a 51,800 square -foot office/warehouse building (Maniac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7 h Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007. Two signed mylar copies of the final plat shall be submitted to our office for signatures. Two 1 "=200' scale mylar reductions of the final plat and one 1 "=200' scale mylar reductions of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. You will also need to submit trail easement(s) and a warrantee deed conveying the Outlot A to the City to be recorded. Finally, a check payable to the City of Chanhassen in the amount of $113,088.00 shall be submitted to cover the GIS fee ($60.00), park fees ($10,190.00) and SWMP fees ($102,838.00). The City will submit all the necessary documents to Carver County for recording of the subdivision. If you have any questions or need additional information, please contact me at (952) 227-1131 or beenerous(a ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g:\plan\2007 planning casts\07-10 arboretum business park 7th addition-mamac systerns\appmval letter plat and cup.doc ✓ ''�' � 7�i� ,� - �_ .� �, �. - _ ,I G 0 8 CONTROL CONTACT LIST BUILDING OWNER ARCHITECT CONTROL CONCEPTS EMAIL: BDH+YOUNG INTERIORS I ARCHITECTURE EMAIL: JGEARS@BDHYOUNG.COM 18760 LAKE DRIVE EAST PHONE: (XXX) XXX-XXXX 7001 FRANCE AVENUE SOUTH PHONE: 952-345.8322 CHANHASSEN, MINNESOTA 55317 SUITE 200 EDINA, MN 55435 JEFF GEARS GENERAL CONTRACTOR CIVIL ENGINEER I LANDSCAPE ARCHITECT BAUER DESIGN BUILD EMAIL:MIKE.L@BAUERDB.COM LOUCKS EMAIL:JDONOVAN@LOUCKSINC.COM 14030 21ST AVENUE N PHONE: 763-972-0000 7200 HEMLOCK LANE, SUITE 300 PHONE: 763.496-6724 PLYMOUTH, MN 55447 MAPLE GROVE, MN 55369 ' ` MICHAEL LAQUA JON DONOVAN PROJECT MANAGER STRUCTURAL ENGINEER CALHOUN COMMERCIAL EMAIL:PATRICKS@CALHOUNCOMMERCIAL.COM VAA EMAIL:DJOHNSON@VAAENG.COM 5810 WEST 78TH STREET, SUITE 150 PHONE: 952-929-2011 2300 BERKSHIRE LANE NORTH, SUITE 200 PHONE: 763-577-9115 MINNEAPOLIS, MN 56439 PLYMOUTH, MN 55441 PATRICK L SCHNEIDER DAVE JOHNSON CONCEPTt 8077 CENTURY BLVD. CHANHASSEN, MN SHEET INDEX - PRELIMINARY NO NAME 0.0 - CIVIL Tmp 9 t-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 I SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3 3 SWPPP NOTES C4-1 SANITARY SEWER 8 WATERMAIN PLAN C4-2 STORM SEWER PLAN CB 1 CIVIL DETAILS C8.2iCIVIL DETAILS LANDSCAPE ARCHITECTURAL n_n-GENERAL A1.11. PRELIMINARY FLOOR PLAN - LEVEL 01 A1.12. PRELIMINARY FLOOR PLAN - LEVEL 02 A6.00. I PRELIMINARY ELEVATIONS LOCATION MAP SRE W interiors architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com IRAUr=R DESIGN BUILD Project Information CONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN DPI I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA JEFFREY GEARS ( Printed Name signature 2018-06-15 Date Issue Record 7'R Sheet Title Lic # 50937 TITLE SHEET CITY OF CHANHASSEN RECEIVED JUN 15 2018 CHANHASSEN PLANNING DEPT Sheet Information Job Code 00770 Drawn By KF/MN Reviewed By JG Date 2018-06-15 T O ' O c \ / CA Pir 17022 / n rrir F- -I - I I A x fifer T � �I t L q65p `\ J. r\ I I I n I r- Delinlated wetland by Terrocon on April 30, 2018. qua °yJ eF / 1 /) I y0� L/ l h ♦/ I I V L l/ l/ ,, i. /^+... .M"` f V ) �♦ I f♦ 9a66 9aa' \ \\ qa\. Ili lA l l V l a 1 ��cc /J� S6. 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D 1 / -t1.49() g1 NY-97I � nN X9 6 � qtl i> f X9O CB y� ttiY=9 W n. x 17 x _ 1`� \ �- 1 RIM-975.77 I 7, )3 INV-97238(S) 2 - \ INV-97I.02(E) RI P\ (_Il x g162 CB INV-971.41 INV-97233(E) I BIFLUNOUS SLr2FACE n is o Y / M=977 04 �1°RCP I I I I \' I ( 1 IN 9 NV9899 fi5(S �) c q6 / I- I I vas q11 as I DESCRIPTION OF PROPERTY SURVEYED 4. Benchmark: MnDOT monument JON MNDT, located in Chanhassen, 0.25 mile south along Trunk Highway 41 from the junction of Trunk Highway 41 (Per Schedule A of the herein referenced Title Commitment) and Trunk Highway 5 in Chanhassen, at Trunk Highway 41 milepoint 6.9, 83.5 feet north of a power pole, 26.0 feet west of Trunk Highway 41, 81.02 Feet north of reference mark 1, 2.0 feet east of a witness post. Elevation = 1027.44 (NGVD29) Lot 2, Block 1, Arboretum Business Park 7th Addition, according to the recorded plat thereof, Carver County, Minnesota. Site Benchmark: Top nut of fire hydrant located on the westerly side of the site along the westerly side of Century Boulevard. Elevation = 975.95 (NGVD29) Abstract and Torrens Property 5. We have shown underground utilities on and/or serving the surve ed ro erty er Go her State One -Call Ticket N 181153120 & 101154099 Th TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Commercial Partners Title, LLC, as agent for Chicago Title Insurance Company, File No. 54247, effective date March 21, 2018. The numbers below correspond to those in the title commitment. 1-8 & 10-16 do not require comment. 9. Easement for utilities and drainage as shown on the recorded plat of Arboretum Business Park 7th Addition and plat of Arboretum Business Park. Shown hereon around the entire site. 17. Subject to the following matters as shown on the survey prepared by Schoell Madson dated April 17, 2007: a) Encroachment of bituminous trail along the West line of the subject property. Shown hereon. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 8077 Century Boulevard, Chanhassen, MN 55317. 3. This property is contained in Zone C (area of minimal flooding) per Flood Insurance Community Panel No. 2700510005B, effective date of July 2, 1979. 4. The Gross land area is 227,850 +/- square feet or 5.23 +/- acres. 7. (a) There are no observable buildings on this site. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. There are no striped parking stalls on this site. SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 3. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). Y P P P P Nos e following utilities and municipalities were notified: JAGUAR COMMUNICATIONS (507)219-8081 CITY OF CHANHASSEN (952)227-1300 CENTURYLINK (800)283-4237 LIGHTCORE (800)283-4237 LIFETIME FITNESS (507)219-8081 CENTER POINT ENERGY (406)541-9571 MEDIACOM (800)778-9140 MINNESOTA VALLEY ELECTRIC (952)492-8210 LEVEL 3 COMMUNICATIONS (877)366-8344 XCEL ENERGY (800)848-7558 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities "private" installations that are outside their jurisdiction. These "private" utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those noted above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 6. The location of wetland delineation markers, which have been determined by a qualified specialist, are shown hereon. CERTIFICATION To Control Concepts Inc., a Minnesota corporation, Chaska Gateway Partners Limited Partnership, a Minnesota limited partnership, Commercial Partners Title, LLC and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 7(a), 8, and 9 of Table A thereof. The field work was completed on May 4, 2018. Date of Plat or Map: June 12, 2018 Max L. Stanislowski, PLS Minnesota License No. 48988 mstanislowski@loucksinc.com SURVEY LEGEND MA MAPLE ® ® CATCH BASIN CA OAK QO STORM MANHOLE TR TREE (GEN) Q SANITARY MANHOLE HYDRANT N GATE VALVE I LIGHT POLE o SIGN ,972.5 SPOT ELEVATION O ELECTRIC TRANSFORMER © GAS VALVE ® ELECTRIC METER O 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • IRON MONUMENT FOUND A NAIL MONUMENT FOUND ❑9 TITLE ITEM NUMBER `\\\\. STAN194O 111 } •. �" LICENSED LAND SURVEYOR Nam'•. No. 48988 ;' `R .,// OF rM INr1`t`� 60f q6`3 g6Cu LATH 9609 LATH -A qb\g ^QN x >> STORM SEWER SEWER >SANITARY WATERMAIN I ELE UNDERGROUND ELECTRIC FIBER OPTIC - Fo-UNDERGROUND - GAS- UNDERGROUND GAS - x-x-BARB WIRE FENCE -' -wL-EDGE OF WETLAND CONCRETE CURB CONCRETE gT2 r CONTOUR EDGE OF WOODS 0 30 60 SCALE IN FEET PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424,5505 www.loucksinc.com • 61skelly-311111210• CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultants approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 05/08/18 SURVEY ISSUED 06/12/18 ADDED WATERMAIN 1 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. � / M1Stanislowsk�- License No. 48988 Date 05/08/18 Loucks Project No. 17516 Project Lead MILS Drawn By NRS Checked By MLS Field Crew DMP/GCF I SMH / / O INV-RIM-0.00 / 963. / N/ O RIM-963.21 INV_0.00 94� \ 1 ` CAP( �I 17021 A rrN /N r� r- -I- I I A e I l-( F< I I l-( l-- I 1 1 11/I / 8fe1 I 1 L/ X/ I 1 L- I \/ I I / �, O7�\ oP ` a \ B/ Tr�Lr� / ?40/P ry o O P/B / 9gg OL � �r \ I I / ` I A I \r \ \ �/ F \ \'c'9Cie.ay'OyJ , BAP 1 ! 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LATH 0 30 60 SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information SURVEY LEGEND CONTROL CONCEPTS MA MAPLE ®® CATCH BASIN >�STORM SEWER CA OAK Qo STORM MANHOLE SANITARY SEWER > TR TREE (GEN) Q SANITARY MANHOLE WATERMAIN I HYDRANT UNDERGROUND ELECTRIC - ELE M GATE VALVE UNDERGROUND FIBER OPTIC F0 LIGHT POLE UNDERGROUND GAS GA5 SIGN -x-x-x-BARB WIRE FENCE 8077 CENTURY BLVD ,9725 SPOT ELEVATION - -WL-EDGE OF WETLAND CHANHASSEN, MN FEI ELECTRIC TRANSFORMER CONCRETE CURB © GAS VALVE 0 CONCRETE OE ELECTRIC METER rglZ" CONTOUR O 1/2 INCH X 14 INCH IRON MONUMENT ''t"' EDGE OF WOODS SET, MARKED-LS 48988" • IRON MONUMENT FOUND A NAIL MONUMENT FOUND ❑9 TITLE ITEM NUMBER qg\� LATH 96t) 9 LATH gpB q6�� 9goh g609 } q6a g590 ON C x 9606 gb,M1 9� A ,51 CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE (Printed Name_ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title 0 EXISTING CONDITIONS Z 0 Q Sheet Information I0 IL.L Z O Date r LL 2018-06-15 C1.1 02009 8DH A Yaula S9 Dadpl 0 30 60 %7=m SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS interiors I architecture PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND 7001 FranceAvenueSuite200, Minnesota55435 952-893-9020 Fax 952-893-9299 2-893 TITLE SURVEY DATED 05/08/18 FOR COMPLETE www.bdhyoung.com SURVEY INFORMATION. Project Information SURVEY LEGEND CONTROL CONCEPTS MA MAPLE ® CATCH BASIN -STORM SEWER CA OAK OO STORM MANHOLE > SANITARY SEWER TR TREE (GEN) Q SANITARY MANHOLE I WATERMAIN -0 HYDRANT -ELE-UNDERGROUND ELECTRIC M GATE VALVE FC-UNDERGROUND FIBER OPTIC LIGHT POLE CAS -UNDERGROUND GAS SIGN ---BARB WIRE FENCE 8077 CENTURY BLVD ,9/2.5 SPOT ELEVATION __WL-EDGE OF WETLAND CHANHASSEN, MN © ELECTRIC TRANSFORMER CONCRETE CURB © GAS VALVE 0 CONCRETE OE ELECTRICMETERe�2" `CONTOUR X INCH IRON MONUMENT r"'Y""Y"'Y"'°Y"Y'"'i /2 INCH 4 O EDGE OF WOODS 7 SET, MARKED "LS 48988" • IRON MONUMENT FOUND SMH RIM-963.38 1NV=0.00 NAIL MONUMENT FOUND STMH Efl TITLE ITEM NUMBER / � HIMm9sazl % j s o, i f T� RIM-967.39 i Al ao \ CB RIM=867.30 REMOVE Inv-950.42(S) CURB & GUTTER NV=959Ji(M1 / INV=959.59(N) �` I//J j RiNn967.68 PROTECT EXISTING UTILITIES a DURING DRIVEWAY CONSTRUCTION fI ~ I e (� m t � n SMH X / RIM-9.87 (f RA170 INv95e. 9 I � � O l ,�`�' t 1 � 4� 7 Bitumf pus i falls E. of �ropertYtralline. 60 RI14=971.60 _z_ / ca RIM-971.59 1 91V-965.19(SA) t INY=964.94(N) t PR( iBNH6 975.95 `/( �( t \ ^ j 4 /REJ EXI CC 3 > i WI e REMOVE CURB & GUTTERJ ryM w t � s Delinloted wetland by Terracm on April 30. 2018. `-VI �\ \ �,,� `°'`� \� � `` � ` �,�� ter,✓ 01 7. �:� L \ "^e `` ""' ®"`.. 1 ^`. ``'^ti.. ^�,• "*n' ^� „tea \ . / ` �° ~ '� ✓ .i+��:.'. qQ t �` -O, �,"_-__ -- __.. � .z, ,y�� ......�.._.. � ®.......+4 ,.ter ,�.� � .® ��"'- 1 � `- d->`�'^i �-^.."4'`�' � �;'`` \1\\ a � ,s...r �'` � � � � °�' -- •v ,`..,' ,�..r` ,� ,•'' .� +'e 0 0 � ,®, -� �,„, � �...-..g87® moo. � ��ti,,•�.'rw'O `'�`'''a'�,,, °"e.�\ �� `� '�` -�' .�... °�' .�.. ✓ ✓ \ REMOVE BITUMINOUS PATHN`�� NN PROTECT EXISTING TREES ��✓ � 1!i}161, 4t,t,t14,�gggq j , � � I � � � i� �> �' .� III I It t tt t\\Ll \++ I 9 g ECT EXISTING TREE `��-..-, Igtgt�ttt� ` x��++�+++� ,� Illt`q`ttq�gttt`ttq` �� u� +++++ Ji f I I ,..,.+ + ++ _ _ _. , )VE &RELOCATE '.`` `�� \,\O+-4- -- _ ".. 1ING SIGN @� RDINATE LOCATION `�� `t> �``,�`a \L ., I CITY 111 e`�r� *\' ` ,� ++ + ! REMOVE FENCE AS NEEDED FOR BITUMINOUS PATH CONSTRUCTION PROTECT EXISTING TREE \ 1 `i ..^ I� ae `0 \ + + +' +yl f PROTECT EXISTING TREE PROTECT EXISTING UTILITIES `+ ~� J DURING DRIVEWAY AND +� UTILITY CONSTRUCTION N 'ry 2 pCP ^^ssue� 12"RCP CB >? --- -- ®✓ j >> 976.56 Ay 1BLOCK RE7NNM8 ALL INV-971RIM-y.25(W n IB'RCP> >7�-.®+r' >^'�---T �-_--. �u`' ^*.. r✓ _- TH"bj + + + + mV=9 .49(w) n 4 ' ° wv-971.ae(s) (� r >> - REMOVE TREE PER CONVERSATION I u NY-972.33{E) NV=971.02(Ej R1Ms9763 04 + + + + + + + + RIN=s75.7 -i / �7 08 WITH TODD HOFFMAN INV:97L41 91V=969.69(NW) A >3�RCP I ( ( ( 7 ( I I I I I I INV=969.55(s) �S (PARK &RECREATION DIRECTOR) I >� PROTECT EXISTING TREE REMOVE TREE I 976.96 TYP INY.958.92 CB REMOVE BITUMINOUS PATH CLEAR AND > < RIM-977.46 FOR BITUMINOUS PATH CONSTRUCTION I REMOVE & RELOCATE EXISTING LIGHT POLE COORDINATE LOCATION WITH CITY SAW -CUT, REMOVE, & REPLACE BITUMINOUS REMOVE BITUMINOUS PATH AS NEEDED FOR UTILITY CONSTRUCTION J REFER TO UTILITY PLAN DEMOLITION LEGEND REMOVE EXISTING BITUMINOUS PAVING ++++++++++ REMOVE EXISTINGTREES/WOODS REMOVE EXISTING CURB & GUTTER, •x•x.x.x•x•xlx.x.x.x. RETAINING WALLS, FENCE, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER ® POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. XREMOVE EXISTING TREES SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON -SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). S. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE (Printed Name_ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title O DEMOLITION PLAN Z CALL BEFORE YOU DIGI O Gopher State One Call TWIN CITY AREA: 651-454-0002 Q M TOLL FREE: 1-800-252-1166 Sheet Information WARNING: O THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS U. OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 7 LINES. z THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF Date ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE O CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED 2018-06-15 DURING CONSTRUCTION AT NO COST TO THE OWNER. 0z ®N s ym.q Sgeoe 9wyi MATCH EXISTING BITUMINOUS PATH MATCH EXISTING CURB & GUTTER r 3' TAPER TO FLAT CURB f CONCRETE APRON - / f TYP-SEE DETAIL / I FLAT CURB J TYP-SEE DETAIL l 3' TAPER TO l FLAT CURB I MATCH EXISTING / CURB & GUTTER , I I r j f r` i z S89047'43"E 409.80 i 10' BITUMINOUS PATH TYP-SEE DETAIL I C0 /— RETAINING WALL I / TYP-SEE DETAIL MONUMENT SIGN 40'AVERAGE BUFFER AREA 20' MINIMUM BUFFER AREA 5-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL t W rE.rA.! L vrco T CURB:. r 5EE DETAIL . " r ...: TYP-SEE7 DETAIL 10'TAP.ERT.O.I 10`:TAPERTCJfLATCUR6 ' .............. 1:..:..:.::..:..:..::....................... r..: r.. r......:..:..:.._...:.:.:' ;fLAT:CURB:... ::; 4:::::::':::'>:::'::;::'::::::::::::'::'::::':::';;;;;;;;;;;;;;;'::...... i / It + + + t + i + + + fi + + + + + I + + LIGHT DUTY w I + + + f + + BITUMINOUS oq ++++ ++++++++ PAVEMENT II + + + I + I+ + + + TYP SEE DETAIL j µ + + +1 + + + 10':TAPER .O FLAT CURB . Control Concepts Parking Office: First Floor — 5,588 sf Second Floor — 4,213 sf Total: 9,801 sf / 1000 = 9.801 x4 = 39.204 (40 spaces) Manufacturing First Floor — 14,046 sf Second Floor — 7,373 sf Total: (28 spaces - based on actual number of employees per zoning requirements) Warehouse First Floor - 6,844 sf Total: 6,844 sf / 2000 = 3.422 (4 spaces) Sub -total Required: 72 spaces Tenant Space Office: First Floor — 5,334 sf ) (assumed 1/3 of tenant space) Total: 5,334 sf / 1.000 = 5.334 x4 = 21.336 (22 spaces) Warehouse First Floor — 11,118 sf (assumed 2/3 of tenant space) Total: 11,118 sf / 2000 = 5.559 (6 spaces) Sub -total Required: 28 Spaces e S� Total Required: 100 Spaces `Wt� + + + + + \ 4++++t/+++++++++ ✓i + + + + +/ / + + +/+ + + + +// + + + + f + + + + .BMATCH EXISTING ITUMINOUS PATH s, ° y •; 4 g 3' TAPER TO / FLAT CURB , Qy FLAT CURB CONCRETE STOOP TYPICAL ADA PARKING / 1I TYP-SEE DETAIL s TYP-SEE DETAIL COORDINATE WITH ARCHITECTURAL AND 2 - ADA PARKING SIGNS 10' TAPER TO �r STRUCTURAL PLANS TYP-SEE DETAIL FLAT CURB 3 - ADA PARKING SIGN / � TYP-SEE DETAIL CONCRETE STOOP ADA PARKING SIGN COORDINATE WITH 5 R BOLLARD/COMBO ARCHITECTURAL D LIGHT DUTY OHO ro TYP-SEE DETAIL RUCTURAL PLANS ST 9.7' 26 BITUMINOUS '� PAVEMENT z ry CONCRETE STOOP 6612 CURB &GUTTER 1 TYP-SEE DETAIL @' COORDINATE WITH TYP-SEE DETAIL / ARCHITECTURAL AND RETAINING WALL / STRUCTURAL PLANS TYP-SEE DETAIL 2B ` 6,7, CONCRETE STOOP HEAVY DUTY ` l COORDINATE WITH BITUMINOUS ARCHITECTURAL AND CONCRETE STOOP CONCRETE PAVEMENT PAVEMENT / STRUCTURAL PLANS COORDINATE WITH BOLLARD TYP-SEE DETAIL TYP-SEE DETAIL g ARCHITECTURAL AND TYP-SEE DETAIL BOLLARD MATCH EXISTING p 3' STRUCTURAL PLANS BOLLARD Typ_SEE DETAIL BITUMINOUS PATH S R / TYP-SEE DETAIL JRMATCH J CONCRETE SIDEWALK BOLLARD / _ .. EXISTING e TYP-SEE DETAIL TYP-SEE DETAIL CURB & GUTTER ° °° ' + CONCRETE APRON TYP-SEE DETAIL s°T 5'R / ' t ........n ' t r ' 3' TAPER TO i FLAT CURB �Y I. .: Lr B6}2'CURB'& GUTTER . ` :.' : ::' C::}': }. 5 R.::. t5.Y.- FLAT CURB ,R • ©14GVVADLLS�.`.`. TYP-SEE DETAIL 3 TAP.ERTO S-R: : _ .. RET .`.` ' 1. _ , .t. .: :..'. r:. FLAT CURB ... MATCH EX TING !.:... .. `eQl a. t' .:. : :. :.:: : .: GENERATOR AND ::+::::::.: -:::TRANSFORMER'.PAD TF-SEE:C)FTAIL " RETAINING WALL':,: RETAINING WALL . ....y. .. ? 1 .. ..:........:. .' .. . : : ...? ... BITUMINOUS ..... ... ..:. ..... . '. .. I _.. COOR. DINATE:WITH .. TYP-SEEa3ETA[L + ..... t. . b:. r TYP-5 E�.tiE.ral� t 20 f2 PAV MENT ..FL'AT'CURB. .. . -..... ........ .:'4t3 R '::.-. _ _. -:.'MECHANICAL PLANS ..... . I e TR MATCH EXISTING = — CURB & GUTTER I — MATCH EXISTING BITUMINOUS PATH a 0 N LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL C�3 I ss�`3 o�¢F /e693 WL� .. 10' BITUMINOUS PATH TYP-SEE DETAIL n m N 3 0 1 o� y CONNECT TO EXISTING BITUMINOUS PATH 0 30 60 %7=m SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. PAVEMENT TYPES ° ae CONCRETE SIDEWALK CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-2 FOR TYPE AND DEPTH INFORMATION. CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 VTOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CIVIL LEGEND EXISTING PROPOSED 0 SANITARY MANHOLE • 'i STORM MANHOLE O d " CATCH BASIN CULVERT 14 -0 HYDRANT T pQ GATEVALVE IN 4MV POST INDICATOR VALVE @IDry 0 LIGHT POLE 0 O POWER POLE 0 tT SIGN v +, BENCHMARK SOIL BORINGS- WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ELECTRIC MANHOLE ---W---w WATER SERVICE SANITARY SERVICE pp HANDICAP PARKING (5. -' -- DIRECTION OF FLOW - iM SPOT ELEVATION CONTOURS SANITARY SEWER STORM SEWER ---� WATERMAIN _i___ -- FORCEMAIN � - ORAINTILE »—DT- SILT FENCE �* CURB 8 GUTTER RETAINING WALL TREELINE - - -- EASEMENT LINE - - - - - • - - - SETBACK LINE - . - . - . - -X%- FENCE LINE -x—x- TEL— UNDERGROUND TELE --GA9--- UNDERGROUND GAS _OH— OVERHEAD UTILITY —FO—UNDERGROUND FIBER OPTIC —ELE— UNDERGROUND ELECTRIC —CI'V— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE �\ PARKING COUNTS 1EOJ SITE NOTES CURRENT ZONING: PUD PROPOSED ZONING: PUD PROPERTY AREA: 227,850 SF / 5.23 AC EXISTING IMPERVIOUS AREA: 305 SF / 0.007 AC PROPOSED IMPERVIOUS AREA: 133,599 SF / 3.07 AC DEVELOPMENT AND DESIGN STANDARDS YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM PARKING SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE AISLE WIDTH = 26 FT OFF-STREET PARKING CALCULATIONS TOTAL PARKING REQUIRED = 100 STALLS TOTAL PARKING PROVIDED = 106 STALLS (INCLUDES ADA STALLS) ACCESSIBLE PARKING ACCESSIBLE PARKING STALLS REQUIRED = 4 STALLS PROPOSED ACCESSIBLE STALLS PROVIDED = 6 STALLS SITE DATA 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. WETLAND BUFFER DATA 40' WETLAND BUFFER AREA = 5,939 SF 40' AVERAGE WETLAND BUFFER AREA = 5,979 SF SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE (Printed Name__ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL Z Sheet Title O SITE PLAN Z O a 2 Sheet Information O Z ODate (� U. 2018-06-15 C2.1 04 BUN ! Yo g S d OW* TW=969.08 TW=970.16 GW-960.29 GW=956.46 l i I T,/ 1 T l l \/ l 14 x4. 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CIVIL LEGEND EXISTING PROPOSED r SANITARY MANHOLE • (( STORM MANHOLE elm CATCH BASIN CULVERT HYDRANT T GATEVALVE N `)IN POST INDICATOR VALVE ®PIV LIGHT POLE POWER POLE SIGN v BENCHMARK SOIL BORINGS_ WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ELECTRIC MANHOLE -'d'---= WATER SERVICE ---S. SANITARY SERVICE p & HANDICAP PARKING Lk La DIRECTION OF FLOW - ' a- SPOT ELEVATION wits a W2y-.r CONTOURS --^w>--»^»-.» SANITARY SEWER �- -^-»--^^-- STORM SEWER --- 4+- ----_ j --^-- WATERMAIN -FM- FORCEMAIN FM •--&>---OT- DRAINTILE »-DT- SILT FENCE CURB h GUTTER RETAINING WALL TREELINE /Y'Y'V'YY'YYl _. EASEMENT UNE - - - - - q3\a• - • - . - ' - SETBACK LINE - - - - -X-X- FENCE LINE -X-X- TEI.- UNDERGROUND TELE CA9 UNDERGROUND GAS -CH- OVERHEAD UTILITY -FO-UNDERGROUND FIBER OPTIC -ELE UNDERGROUND ELECTRIC -•-CIV--'- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. 131801313), DATED MARCH 13, 2018 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 61.21� X -", 9.80 60.56 *as I '01, interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763,424,5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE (Printed Name_ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title O GRADING AND op z DRAINAGE PLAN N CALL BEFORE YOU DIGI O Gopher State One Call f= TWIN CITY AREA: 651-454-0002 \\\ a TOLL FREE: 1-800-252-II66 Sheet Information WARNING: O THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS U. OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 7 LINES. L THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF Date ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE O 3 CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED LL 2018-06-15 DURING CONSTRUCTION AT NO COST TO THE OWNER. *2= eoH s Ya Sveee DeMP, e r� SILT FENCE TYP-SEE DETAIL I � CAPI / �//'j�/' .. � ✓I 17Q22 J 1 �+q a RIM=967.39 �� i• „� G 6 N 1 CB-- t MM-967.30 '1 , INV-960.42(S) 1 INV-959,71(W) INV-959.59(N)ROCK CAPI CB CONSTRUCT ON ts8 9' NIM-96�B6 I ° SO 4 ENTRANCE 1 9[ l SEE DETAIL CAP/' 19839 T 1 I <d / / f/ r SMH ORIM-963.38 / INV=0.00 /J STUN { RIM=963.21 INV-0.00 1 j �ti / A rr1 r, If;I IYI fIT F{ -IP1� j I 1 A °:!i4r°r°r � •'�°•44 � fffa•�e fsfp� ��• •pi�Tif • � +%rar°1^i m�a�i°! • ° f r•0i+°f • •°•ram°•°• a 3 � !J°3°A°�°�°U rfli°f�°• 1°� �•a ia• � •faa •f e•• a •• !w • . i i�e�i+ria•`s's-iwai�°:°!•• f°r°f°�°� •°q°+°• aim4� �f�f":4•:i! 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REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. CIVIL LEGEND EXISTING PROPOSED { i SANITARY MANHOLE • STORM MANHOLE O CATCH BASIN CULVERT HYDRANT . , GATEVALVE N .*._. POST INDICATOR VALVE OPIV to LIGHT POLE 1 POWER POLE SIGN v BENCHMARK SOIL BORINGS- .,,. WATER MANHOLE ._ TELEPHONE MANHOLE UTILITY MANHOLE f ELECTRIC MANHOLE . uf..-.^ WATER SERVICE SANITARY SERVICE pp HANDICAP PARKING (S. -"°- -- DIRECTION OF FLOW SPOT ELEVATION yY !'-974'- CONTOURS -^'-}^---^'-^- SANITARY SEWER T ---^--?}-----^ STORM SEWER --4+— ----^- I ----- WATERMAIN --^FM--^- FORCEMAIN FM ^-^A>---UT--- DRAINTILE �>—OT- SILT FENCE 1111 CURB h GUTTER RETAINING WALL TREELINE� - - ®- -_ EASEMENT LINE - - - - -•^-•-.- SETBACK LINE-.-.-.- -x—X— FENCE LINE — — X — X TEL— UNDERGROUND TELE --OAS— UNDERGROUND GAS —OH— OVERHEAD UTILITY —FO—UNDERGROUND FIBER OPTIC —ELE-- UNDERGROUND ELECTRIC fiTV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q SWPPP LEGEND sF� SILT FENCE BIO ROLLS INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN EROSION CONTROL BLANKET o ROCK CONSTRUCTION ENTRANCE CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 ' TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN �rrra� PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE Printed Name_ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title O STORM WATER POLLUTION z PREVENTION PLAN O (SWPPP) Q Sheet Information O1 U. Z O Date U.2018-06-15 C3r2 .taw F • Ya , 9T..• D..W SWPPP NOTES 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A BUILDING, SUF'.FACE PAVEMENTS, RETAINING WALL, UNDERGROUND DETENTION SYSTEM, AND UTILITIES. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL VEHICLE TRACKING BMP 2. INSTALL INLET PROTECTION 3. INSTALL SILT FENCE AROUND SITE 4. CLEAR AND GRUB SITE 5. STRIP AND STOCKPILE TOPSOIL 6. REMOVE PAVEMENTS AND UTILITIES 7. ROUGH GRADE SITE 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9. INSTALL UTILITIES 10. INSTALL BUILDING FOUNDATIONS 11. INSTALL CURB AND GUTTER 12. INSTALL PAVEMENTS AND WALKS 13. FINAL GRADE SITE 14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 15. SEED AND MULCH 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE: 3.955 AC PRE -CONSTRUCTION IMPERVIOUS AREA: 0.007 AC POST -CONSTRUCTION IMPERVIOUS AREA: 3.067 AC GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE'TABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHNG OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION MM CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA 1 SILT FENCE (STANDARD) LF 1,010 EROSION CONTROL BLANKET SY 1,760 INLET PROTECTION EA 15 BIO-ROLL LF NA UNIVERSITY OF MINNESOTA (May 312D20) a m 0 B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.511 OVER 24 HOUR RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THANY2" IN 24 HOURS 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19. CONCRETE WASHOUT AREA A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH -OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B. CONCRETE WASH -OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: COMPANY: PHONE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT: COMPANY: PHONE: 24. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SITE VICINITY MAP srlor6waDc1 4 ."RAIIVEFIR � Pury (Mr Psrk 8` kHI _ sf rdD Z� ' �� FWNMRE ... Wa:miF .• CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP Construction Stormwater Special Waters Search Unnesota Pollution £ontr€tl Agency (" r a i rE.:d4.Bri11 nlla ' Find Spectai Waters at,,I '""1 e - 0 FeaturesBelected. 1 ClearBul#tr Clear - r r` 1 Legend Specki Waters tFICAListed Calcareous Fen DNR Listed Calcareous Fen Wilderness Area Mississippi River O RN I'l of IV ?0r4 rr iIT D 5 FT. MIN. LENGTH STEEL POST 36" 5 FT. MIN. LENGTH STEEL POST AT 5 FT. MAX. SPACING --,AT 6 FT, MAX. SPACING GEQTEXTILE FABRIC GEQTEXTILE FABRIC PLASTIC LP TIES (50 LEI. 'TENSILE) / 36 WIDE / PLASTIC ZIP TIES 36 WOE FABRIC ANCHORAGE LOCATED IN TOP 8" (50 LB. TENSILE) LOCATED IN TOP W TRENCH.BACKFlLL RE COMPACTION ZONE WITH TAMPED NATURAL SOIL SOW F FLOW G-MIN. FLEW ZWp2- (MACHINE aw 22 a03� SLICE 8' - 12" DEPTH 'bw b SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUN 1 2 5 FT'. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACINGE WID STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL H WITH TAMPED NATURAL SOIL N a z FLOW �- ? SILT FENCE TO BE PLACED 03 6 ON CONTOUR. SEE SLOPE/GRADE N. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 VARIA61-E S(-OpE SLOPE GRADE MAX LENGTH LESS THAN 2% 1GO FEET 2 - 5, % 75 FEET 5 -10% 50 FEET NOTES; 10 -_ 20 % 25 FEET SILT FENCE PER MN00T SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE tD To Protect Area From Sheet Flow FOR SEDIMENT CONTROL 2 Maximum Contributing Area: 1 Acre VARIABLE SLOPE 1.6 SDESIRABLE ILT FENCE NEAR TOE OF �.--�'� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL (+R� Utll OF SILT Cffd= FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE ND.: 5300 FILE NAME: G: ENG\SPECS 5300 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECRCA7700 AND STANDARDS DESIGN LOADS Ny MANIAR 9M EXTICN. A14oWA MILE WEIGHT L6N H/A AW9 a.RHrniRei w rT� O CO - W n 01.I-9A SSFE Y FACTOR WA 29 CFR 1926 - 0S SAFETY AND HEALTH RTAMMOS WA1ER FLOW RATE (1HMM THE FF RLTER) D.' cm a 3' iiEm WVILWIM OVEFIRDW RATE III" DFS 0 IV HEN MODEL#CG23 DEFLECMR PLATE OWNROW 1 - CENTER OF FILTER ASSEMBLY r OVERFLOW 2 - TOP OF CURB BOX r 10' ALTER ASSEMBLY CURB CG-2J HIGH -FLOW HIGH -FLOW FABRIC NOTES; i. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CfffOF CATCH BASIN C31M I SEDIMENT TRAP REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5302A FILE NAME: G: ENG SPECS 5302A pF�•;1F SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIRC47IONS AND STANDARDS DESIGN LOADS NSa WVI �� OF �^T= MWTR,r'iny 9M 00fr,0N. N feu OXLE W CHT LdN N/A AWS STARICIIw WrI., raw - cFts, DIA-W. ZWETY FACIpi WA 29 OFA 1026 - 49M ^ N A HEALM UMWOS WAFER FLDW RATE (THMUGH TYPE FT HLMG mn? Ere o Y NEAo WUQUM DeERRLM RAM 6.9A Cf5 O 16' HEAa MODEL CG23 DEFLECTOR PLATE OVERROW 1 - CENTER OF FILTER ASSEMBLY ,OVERFLOW 2 - TOP OF CURB BOX 10' ALTER ASSEMBLY A R CG-23 HIGH -FLOW HIGH -FLOW FABRIC J �y NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRRIISS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �+ CfffOF CATCH BASIN M11 I SEDIMENT TRAP REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5302A FILE NAME: G: ENG SPECS 5302A ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6' AND STAPLE OVERLAP AT 1.5' INTERVALS. S OTAFCTiO 'VOp STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS ANCHORTRENCH 1. DIG 6'X6' TRENCH 2. LAY BLANKETS IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT. 5. BLANKET LENGTH SHALL NOT EXCEED 1 00'WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. om LOUCKS I EROSION CONTROL BLANKET STAGGER JOINTS OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6' LOUCKS PLATE NO. 3016 DRAWN 2/2016 interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN ry � PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name rSignature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title O SWPPP NOTES AND DETAILS Z O F_ Sheet Information O LL O Date LL 2018-06-15 P2000 ECH ! Ymno SPS99 D04M I / _ t i i f r r® 4 A. RIM%7I( 0 INVs960.42(5) �\ INV-959W INV=959.5.59(N � ce /�,, PoM�967.68 Wo � I O W_ Q INV(N)=9b1.51 j INV(W)=961.41 j 163 LF-6" PVC @ 2.000/to SANMH 1 BUILD OVER EXISTING 8 SANITARY SEWER LINE INV=958.15t (VERIFY RIM, I INVERT, & SIZE) f s' gWET TAP EXISTING a 12" DIP WATERMAIN 30i (VERIFY TYPE & SIZE) 5 8" GATE VALVE iH 8$ �t a 9 e is A< c� om S\ mn n 'a IN s /IN #x am a� c o J - I CB - RIM=475.77 INV- 071.41 A J}RP2CSMH RIM-978.96 INV-95&02 > < I - SMH O RIM=963.36 INV=0.00 !/ SI MH / NV-0.0 IN0.00 (/ 6' l ! 60 / - - - - - - - - - --`---------rOroinage and utr7ity easemslt per plat o/ ARBORE71Ml BUSINESS PARK / I i" / �y ll J------ j--------------- _- \2"RCP . " 12"RCP C8 7>7--------_._. » 4 /,.-- 77 SIMI RIM-976.56 > IN V97125(W n I6°RCP �` » - >S » INV-972.49(W) A 128 LF-6" DIP INV=971.08(S) n_-��------' 7} tNV=972.WS) INY-971.02(E) INV-972.33(E) ( WATERMAIN 90 DEG. 6"X6" BEND PoM.=g78.W �-- I I INV-96S.64(NW) INV-969.55(S) ¢ 184 LF-8" DIP WATERMAIN 8"x8" TEE I I - ( I I " v W/ 6" REDUCER HYDRANT W/ GATE VALVE TO HYDRANT 14 LF-6" DIP WATERMAIN 0 30 60 NRim=%7%m SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. CIVIL LEGEND ENSIN0 PROPOSED 0 SANITARY MANHOLE STORM MANHOLE O g CATCH BASIN .- CULVERT HYDRANT GATEVALVE H 4 MV POST INDICATOR VALVE OPIV 0 LIGHT POLE # 0 POWER POLE 0 SIGN v 0 BENCHMARK SOIL BORINGS- WATER MANHOLE TELEPHONE MANHOLE QJ' UTILITY MANHOLE ELECTRIC MANHOLE WATER SERVICE --S- SANITARY SERVICE pp f HANDICAP PARKING & DIRECTION OF ROW _ `M SPOT ELEVATION .... CONTOURS SANITARY SEWER STORM SEWER --- 4+- WATERMAIN FORCEMAIN ' -- DRAINTILE »-DT- SILT FENCE .....m..._.________ CURB & GUTTER RETAINING WALL TREEUNE � -- - - EASEMENT ONE - - - - - -- • - .... SETBACK ONE - . - ... . -X-X- FENCE ONE -%-X- ----A'El.--- UNDERGROUND TELE -^--WS- UNDERGROUND GAS -ON- OVERHEAD UTILITY ^---FO^^-UNDERGROUND FIBER OPTIC -E1E UNDERGROUND ELECTRIC ---CTV--- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE /^� PARKING COUNTS (23 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 26 6" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER PERFORATED PVC 4" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SDR 26. 10.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGH A A A interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE (Printed Names_ Signature 06/15/18 53706 Date Lic # STRUCTURES. T CONNECTIONS TOM NHOLESI C TCHB SINS, AND OTHER Issue Record 13.1-1IGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, 06-15-18 CITY SUBMITTAL PART 4715.0540: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. J Z Sheet Title 0 UTILITY PLAN z SANITARY SEWER & CALL BEFORE YOU D161 O WATERMAIN Gopher State One Call �- TWIN CITY AREA: 651-454-0002 Q V TOLL FREE: 1-800-252-1166 Sheet Information WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS O 0 OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY U. COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 7 LINES. L THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT N 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF O Date ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED 2018-06-15 DURING CONSTRUCTION AT NO COST TO THE OWNER. LL 02 80H k Yang SP Dedp CONNECT TO EXISTING CATCH BASIN MANHOLE AT INV=959.59 - (VERIFY INVERT) CB RIM-967.39 CB RIM=967.30 INV-960.42(S) INV.959,71(W) 25 LF-4" PVC DRAINTILE INV-959,59(N) SLOPE TO DRAIN Ce I TYP-SEE DETAIL f RM-s67.ea f CBMH 110 RIM=969.00 INV=966.00 / \ SUMP=963.00 t $ h � 29 LF-1211 HDPE f @ 1.28% \ INLET I 1 P � 1 / Sh 181 V IN / ,~L4 36 ACCESS RISER RIM=VARIES INV=960.63 RIM=971.60 r54RCp �> - -- RIM=971.5958 INV-965.19(sm / INV.965. NW) / INY-964.94(N) I eM am TKIN 97S9S h Q m ' ymr Y7i d tM1 � e 6? z •b A 4 A V I I - CB RIM=975.77 INV-97L41 A I1�'RCP _ SMH RIM-976.96 INYa98.92 < - I I ( I rr, A e 4F 77 1 OSRM 8 INV.0.00 1 IM/ aao SI MH e lNYAOD /e 79 LF-18" HDPE @ 1.00% r % STMH 1 RIM=970.27 INV=960.39 5 LF-18" HDPE @ 1.00% / 5 LF-12" HDPE @ 1.00% OCS MH 2 e / MI RIM=969.98 WEIR=965.86 % 12"X12" ORIFICE=963.03 6"X6" ORIFICE=960.57 INV=960.57 C"T CBMH 10 RIM=969.20 -INV=966.20 _ _-----__ SUMP63.20 ,- rainage an utility Ir a DET1 72" CSP UNDERGROUND DETENTION SYSTEM (1100 LF TOTAL) TOP OF PIPE=966.63 OUTLET=960.63 INV=960 63 i� i �A. f l 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAI L� WL 20 CBMH 30 `CBMH RIM=968.74 RIM=968.15 INV=965.74 INV=965.15 / SUMP=962.74 SUMP=962.15/ + + + + + + + + } + + 32 LF-12" HDPE i + + + + + / + + +/ + + + + @0.50% fr32LF-12"HDPE ++++++++�++++ @0.50% + + + )+ + F + + + %� + of ARBO7£TUN BUSINESS PARK-='�-____ + + + + + + + / + + -INLET INV 965.58 - - _f__+ + i+ + - + +'Y�-4-- ' +/+ -WL r INLET INV=964.99 + +' r + + + + + + + - - - - - - - +++++++/ I r\ + +1-V - ..... i x 11 LF-12" HDPE @ 0.50% I I I \ 36" ACCESS RISER ROUTLET INV=960.63 IM-V ARIES 36 ACCESS RISER INV=960.63 CONTECH JELLYFISH JFPD0806 ONLINE FILTER SYSTEM INLET INV=965.63 RIM=970.16 TOP OF STRUCTURE=964.44 5 LF-12" HDPE INV(E)=960.52 �@ 20.00% INV(W)=960.44 BOTTOM OF STRUCTURE=955.11 CBMH 100 SEE DETAIL RIM=970.13 TRENCH DRAIN 71 INV=966.63 NEENAH R-4999-CX BOLTED SUMP=963.63 RIM=967.20 INV=965.53 /--LF-4" PVC DRAINTILE CBMH 80 OUT=9625 SLOPE TO DRAIN RIM=969.49 .43 TYP-SEE DETAIL TRENCH DRAIN 81 INV=965.14 JLET INV=965.63 NEENAH R-4999-CX BOLTED SUMP=962.14 5 LF-12" HDPE RIM=967.20 57 LF-12" HDPE INV=966.53 @ 0.50%� @ 1.00% OUT=965.43 STMH %7 RIM.976.56 INV-972.49(W) INV-972.36(S) INV-97233(E) CBMH 91 E RIM=970.39 INV(E)=966.02 INV(NW)=966.02 66 LF-12" HDPE11LCBMH 92 :33 LF-1" HDPE @ 2.00% RIM=970.45 @ 2.00% INV(E)=967.34 INV(N)=967.34 INV(W)=967.34 RIM=VARIES INV=960.63 I \ Drainage and utNity easement per I \ plot of ARBORE7W BUSINESS PARK <` \ TRENCH DRAIN 61 NEENAH R-4999-CX BOLTED /! RIM=967.16 / INV=966.49 OUT=965.39 CBMH 70 I CBMH 40 x / RIM=970.15 92 LF-12" HDPE RIM=968.34 i INV=965.03 @ 0.50% INV=965.34 I SUMP=962.03 SUMP=962.34 i STMH 60 E � 79 LF-12" HDPE HDPE @ 0.50%� 963 r @ 050% ' UM961 93 ------ ---'-----_ _ CIS 4 " RIMa974. 8� ui Cs p--- » INV=B71.25(W) Am INV-971.WS) n » INV-9A,02(E) ( CB RIM=976.04 INV-969.89(NW) INVa969.55(S) 23 V ro `CBMH 93 36" ACCESS RISER RIM=971.00 RIM=VARIES INV=968.00 INV=960.63 no f II I INLET INV=965.63 rr i `5 LF-12" HDPE @ 5.00% \ `CBMH 50 RIM=969.58 INV=965.88 SUMP=962.88 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAIL - y 0 30 60 N= SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. CIVIL LEGEND EXISTING PROPOSED { �) SANITARY MANHOLE • rD STORM MANHOLE O T CATCH BASIN CULVERT HYDRANT GATEVALVE N POST INDICATOR VALVE 0PIV �$ LIGHT POLE POWER POLE SIGN BENCHMARK SOIL BORINGS_ WATER MANHOLE TELEPHONE MANHOLE yi) UTILITY MANHOLE ELECTRIC MANHOLE --+,Y--^ WATER SERVICE -!:- SANITARY SERVICE yy }!. HANDICAP PARKING �4 ^?......... DIRECTION OF FLOW - `:"� SPOT ELEVATION 924,,,,,..• CONTOURS !'07✓ -^-^-?^--^-- SANITARY SEWER T -^-^7Y --^- STORM SEWER AA -^---- --_- WATERMAIN --FM- FORCEMAIN ^-P>-DT- DRAINTILE - >-DT- SILT FENCE m � m CURB h GUTTER RETAINING WALL TREELINE PYYNYVWI -- -^ ^ EASEMENT LINE - - - - - -.-. SETBACK LINE------- -X®X- FENCE LINE -X-X- -tEL-- UNDERGROUND TELE GAS- UNDERGROUND GAS -ON- OVERHEAD UTILITY -FO-UNDERGROUND FIBER OPTIC --ut UNDERGROUND ELECTRIC ---CTM UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 26 6" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER PERFORATED PVC 4" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SDR 26. 10.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 65I-454-0002 1 TOLL FREE: I-800-252-II66 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES, THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J 7 Sheet Title UTILITY PLAN 7 STORM SEWER Sheet Information L j Date L 2018-06-15 C4.2 02009 13014 R Yang Spar 9 p 00 NNOTE& 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. e = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal t? - See note 4 „ /, BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 DI B2 D2 93 D3 6" 1'-5" 1'-5" 1'-5" 1'-5'" 2'-1" 1'-6" 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-Be 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6- 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" S-0" 1 6'-10" 3'-1C 9'-8" " 30" - - 9'-3. 61_0" 17'-0 6'-0" PLAN 90' BENDS Variable --- 43' Min.l- CONCRETE SHALL BE IN CONTACT WITH fd C THIS QUADRANT o --+-y- OF PIPE BEDDING MATERIAL UNDISTURBED EARTH-� CONCRETE a -- PLAN 45' BENDS e - See SECTION A -A PLAN 22 1/2- BENDS MOF CONCRETE UlueuE THRUST BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G: ENG SPECS 1002 CONCRETE BLOCK (TYP.) -o TEES HYDRANT LEADS CROSSES ' DENOTES MEGALUG BENDS NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. Is 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. Is Ur 3. THRUST BLOCKING AT ALL TEES. BENDS, AND HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE BLUE CORE OR STAINLESS STEEL SLEEVES 5. BLOCKING SHALL BE AGAINST UNDISTURBED SOILS. M10F TYPICAL MEGALUG LOCATION REVISED: 2-16 wessesses FILE NAMEG: ENG SPECS 1009 PLATE NO.: ENGINEERING DEPARTMENT 1009 : Native Varies 31�/�/j// '"'i Y ti Pipe Diam *- Varies r Vanes T Use MNDOT 3149.211 ep to e Course Filter Agg. Determined by (.Pipe Foundation a eriai if Required) Soils Engineer. 2' Outside 2' Ties Diameter Natural Ground The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Compacted native fill materials PO MNDOT 3149.28 MNDOT 3149.2H NOTES: 1. When existing sail conditions are not acceptable for backfill and/or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. nfl�dttrenches. 1,1IlOF PIPE BEDDING IN POOR SOILS REVISED: 11-16 PLATE NO.: 22D1 ENGINEERING DEPARTMENT HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM ROD 5' IN OVERALL LENGTH. FOR SIDE MOUNT APPLICATION, USING RED At WHITE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZED EXISTING OR FUTURE TRACER BOX CURB OR GUTTER LINE (SNAKE PIT) AND HYDRANT TRACER WIRING AS VALVE BOX NEEDED PER STREET DETAILS q 5500,5501,5502 24" MIN. 2.OX HYDRANT SHOE 3' 2 AND BARREL SHALL BE PLASM AS REQUIRED 7U' TYPICAL WRAPPED PER a SECTION 2.03a. o h _i r< ANODE BAG CITY WILL FURNISH ANODE BAG,STRAP AND STAINLESS STEEL BAND TO BE INSTALLED BY 6 C-900 C- 0 CONTRACTOR ' WITHOUT ADDITIONAL. COMPENSATION. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF 8%8"06" SOLID CONCRETE BLOCK POLYETHYLENE (4 MIL) NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6, ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IITTp pIS OUT OF SERVICE. W11OF TYPICAL HYDRANT N STAL.i.. ATI CN REVISED: 11 is ENGINEERING DEPARTMENT PLATE NO.: j 004 FILE NAME: G 1 NG :;PEGS 1 O04 C, Add mastic between frame and rings- / SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1' In thickness tar every 4' of dell greater than 14'. Manhole casting, lid and adjusting ring. (see plates 2110 & 2111) Provide 186 barrier an all sanitary .ewer ment ole(see plate 2109) 6" Concrete collar -All joints in manhole to have "o"ring rubber gaskets and infi-shield external seals at barrel and cone section joints on sanitary applications or approved equal. A maximum of 2 short manhole risers to be used directly below cone section Pipe shall be cut out flush with Inside face of wall. -Kar-re-seal required. Precast inverte must be 1/2 of pipe diameter and benches sloped 2" toward the Invert 1.NO K r-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on Inside and outside. 3. When the manhole structure is constructed outside the traveled roadwoy a witness ash and sign (MH) shall be Installed next to the manhole. 4. Minimum of 2-2" adjusting ring% maximum of 3 adjusting rings or a total of 8" of stack height for new construction. bill OF STANDARD 0 bill SANITARY MANHOLE REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 77171 Nature. _..._.... The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside, diameter NOTES 1. When .existing sail conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on deta6 plate 2201, 2 Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. CITIOF PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED: 11-16. PLATE NO.: ENGINEERING DEPARTMENT 2202' FILE NAME: O: ENO SPECS 220? 7.5' Minimum cover required wA1FR Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers To Within 4" Of The Surface DROP LID If The Distance From The Top Nut Of The Valve To The Surface is Greater Than 8'. Grade 5 --r Adjust tap to 3/4e below Tyler No. 6860 26' grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. V8502 27" 1 Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Tyler No. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No, 58 14" #6 round base No. 59 20" Bibby -Ste -Croix V8520 No. 57 9" Gate Valve Adapter: 1/4" VB521 No, 58 14" Steel With Protective EXTENSION VB522 No. 59 20" Coating, 1/2" Rubber V8523 No. 60 26" Gasket Installed Between The Gate Valve And Gots Valve Adapter. Tyler No, 6860 65" Mueller No. H-10361 65" Clow, Mueller or Bibby -Ste -Croix No. VB516 60" Approved Equal Resilient Wedge Valve Conforming to AWWA Valve n x b e and Bo to be / C--S09 Standards With BOTTOM Plastic wrapped per Stainless Steel Nuts section 2.03a \y & Bolts and 2" Bronze Operating Nut. It. BASE fie 8"x8"xt6" Concrete Block Wl1OF TYPICAL GATE VALVE AND BOX INSTALLATION REVSED:3-le PLATE NO.: ENGINEERING DEPARTMENT 1006 FEE NAME: G: FNG SPECS 1006 "1/1 BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR-% PRECAST MANHOLE CONE SECTION MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS 27" MANUFACTURES SEALANT OR > MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 4 48" INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. CIf[OF I & I aIAt1= BARRIER REVISED:10--16 ENGINEERING DEPARTMENT PLATE NO-:2109 FILE NAME: G: ENG SPECS 2109 Compacted Native Fill Material, Compacted to 95% of the Standard' Proctor Density% Varies Use MNDOT 3149.2Bj Granular Borrow 12" 4 ' t Embedment '- Bc T Material s MNDOT 3149.2E Bey Foundation Material MNDOT 3149.2H If Repaired see Note 1) "Bc" Denotes Outside Diameter of Pipe 2' 2' Outside Pipe Diameter ® Compacted native fill material/95% proctor MNDOT 3149.28 Ell MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. aTlOF * PIPE BEDDING CEMEN FOR P.V.C. PIPE REVISED: 11-16 ENGINEERING DEPARTMENT PLATE NO.. 2203 FILE NAME:G: ENG\SPECS\2203 AT 12 AM copper Clpdetpe.al blue tracer ,-- Right of way line wk) Ir/ tArterma.tra DrL.-m Mognealum Model to lat grwndhg anotle rod-, d trots /- Gratle I.eaodes Ube, ral l lug \\VV',I(/ had Gres arsxe box IoaatM on connector No a" or east side of Me water verdlcw. 1.0' Max. 1.0' Max i Service soda. Water eeMm -- -- carpeted I I 5.0' Max 1 f Tope or plastic it. (tyb) I Water Service- PI anyiew L Ncale ot to s related grade Curoetap -araaa IaM fe-ground ladlue 1/IIlfl�l trace it. awes bs. toasted on the arch ot r soaide of the water bends.. 12 AWG Copper I catea )� tracer wtre (TYPJ e2 AnCapcper clad teal -wad. F lary cannectetl to the grounding pno4. red. Notes: l T.WMn9 shown sway ham 0. Pbirs far aarrzy. we. what be imtalled Immediately oddant to the servlca plies. The wires shall be 1o.tened to the piping wM planet Wpa continues with Drive-in Magnmium Hea a wolar proof laps at No' infarvogls ce t when new, etHa t then the ox P 9 water starMce and comec[e tomain grounding anode and maximum aced f.D'. � 9 Iln. wMn . g (e.e . 2.Leava 2' coil of exta red and Mue wlHn 9 M occea be.. Red were le from racoon 9 9 p on Wow .bore blu a anode aM blue wfro b the area wbe for New aIK.g. pipe that unnecte to the maN Dow wiring. 3.0. not attach wires to curbHop to allow hx tm adN.ant3 to be mode without m daaging We.. 4.The connections must be mods with the gauge Water Service -Section View Sociopaths Looking Not to stale Connxlors or��ow approved equal. b1110[ WATER SERVICE TRACER WIRE DETAIL REVISED: 1-17 PLATE NO.: ENGINEERING DEPARTMENT 5504 FILE NAME: G:\ENG\SPECS\fi504 2�2" BIT. WEAR 1&1 BARRIER REQUIRED ON '-2" BIT BASE SANITARY STRUCTURES ONLY SEE DETAIL 2109 .� MIN. 2-2"ADJ. RINGS MAX. 3 ADJ. RINGS 6" THICK CONCRETE 27" COLLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING &LID AS BE PER DETAIL 2111. 81TUMINOUS BASE OR BINDER r4 MANUFACTURES SEALANT HOPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS I&I BARRIER REQUIRED ON 6" THICK CONCRETE SANITARY STRUCTURES ONLY 27 COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ, DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. b111OF MANHOLE CASTING AND ADJUSTING DETAIL REVISED:10-16 ENGINEERING DEPARTMENT PLATE No. 2110 FILE NAME:C: ENG SPECS 2110 MINIMUM 6" OF - COMPACTED SAND SHOWN AS TYPICAL ONE PIPE LENGTH SEWER 18" MIN. SEPARATION 4" DIRECT BURY I STYROFOAM INSULATION MINIMUM OR AS DIRECTED BY THE ENGINEER. Notes: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12' PAST OUTSIDE OF PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12'. CITIOF INSULATED PIPE CROSSING IMMEN REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 2204 'FILE NAME: G: ENG SPECS 2204 Not to Scale l'J WIRE EXTENDED ABOVE GROUND TO A PERMANENTLY MOUNTED TRACER WIRE BOX (BEE MINE) TAPE IOR C PLASTIC TIE TO PIPING (Yrd) - PVC OR HOPE WAIERMAIN HYDRANT PLAN VIEW NOTES. TRACER MRE SHALL BE INSTALLEO ON THE NORTH OR EAST SIDE OF HYDRANT LEAD THEN INSIDE OF VALVE BOXES PER DETAIL W-4, 14-AWG COPPER CLAD STEED. -RED FACTORY CONNECTED TO ANODE GROUND ROD. AU_ OTHER TRACER MRE To 9E I2-AWG CLAD -STEEL -SLUE TRACER MRE TRACER WINES TD RE TIED TO PIPING ON PLASTIC ZIP TIES OR TAPE SUITABLE FOR UNDERGROUND USE AT 5' MAXIMUM INTERVALS UNLESS NEAR FIITNCS THEN SPACING IS I' MAXIMUM. THE CONNECTIONS MUST BE MADE WITH THE GAUGE APPROPRIATE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR APPROVED EQUAL 24' MIN. MAX. MAX MAX. e� HYDRANT SECTION MEW WIRE CONTINUES UNDER HYDRANT LEAD AND CRIME -IN MAGNESIUM CONNECIS To MOUNDING ROD MAINUNE WIRING ANODE iloi HYDRANT T LlRACER WIRE DETAIL RFVISFD, 1-I;' PI. ATE NO.. ENGINEERING DEPARTMENT 55C5 FILE NAME:Q ENG SPECS 5505 RAISED n..USH. sect MAaL CRIME IN UD SEAT F3/4e OIL RESISTANT T-GASKET. HIIPoIE, (80 IXNRO) T-SEAL/CarCFALED PICKHOLE DETAIL GASKEIED LIDS USED FOR SANITARY AND WATER MANHOLES TM LOGO 0 FLUSH CUSTOM LOGO COMPONENT NUMBERS: ., IA, FR Fa Mr. RAISED FLUSH 1642 t. 0 CHANHASSEN LOGO UD NUF a& 4 ♦ CONCEALED W31 - SANITARY MANHOLES PEe W34 - STORM MANHOLES . PERR she 1015 5640 - WATER MANHOLES ws 4 • ♦ B OL *jr 1CUT NOT REQUIRED UNLESS CALLED T IN 1iy SPECIAL COND IONS. 2 DIMENSIONS ARE IN ENGLISH MEASUREMENTS -..II / 3. CASTINGS NETT HS-25 REQUIREMENTS m 2 1/4" I 4. MANUFACTUREDIFORE USA 5. OIAUPoES FOR LEED CREDITS --I le �_ NATsvre . 6. UD-CAST MAY IRON.. ASTM A-48 CLASS WEI 2" LETTERS T- 1. FRAME -CAST CRAY IRON, ASTM-A-49 CLASS 40A RASED FLUSH CONCEALED PICXHO E DETAIL 8. FINNISH-BARE METAL NO PAINT OR COATINGS S. W'E1GHM FRAME 125 LOS / U0 122 LBS � � atpp OF MANHOLE CASTINGS hLIlIl1WL1�1ld1 AND LIDS DETAIL REVISED:3-18 ENGINEERING DEPARTMENT PLATE NO.: 2111 FILE NAME: G NG SPECS 2111 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collar Manhole steps shall be Neenah R-1981J, ;fie on center. 'y Steps Shall be on Downstream .' Side Unless Pipe Diameter is 18" or Larger 64 oil All joints in manhole to hove "Coring rubber gaskets. 4'-0' r Pipe shall be cut off 4" from the 5. inside face of the manhole wall. i 1 Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of B" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. CiTTiOF STANDARD STORM MANHOLE REVISED: 10-ifi PLATE NO.: ENGINEERING DEPARTMENT 3100 FILE NAME:G ENG SPECS 3100 interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL Z Sheet Title O CIVIL DETAILS O Q Sheet Information Of LL Z ODate (� f LL 2018-06-15 8 1 OWN BO1 & Yasq Spew DwelyN NOTE. 1-- V Grate (Shown) 2-- VD Grate shall be � used at all low ports. oo�Face of Curb � Direction of Flow PLAN Catchbasin casting -Grate to be 2" below and grate Neenah gutter grade. 3" radius curb boxV or equal 5 transition curb on each 3' radi. side of catchbasin, if See detail 2110 for adjoining a surmountable curb. ring adjustments. -� of Curb - L4 X JO 6" thick concrete collar Precast 4; 5,. 3' Minimum Doghouses shall be ---- -_ grouted on both the 3" Grout inside and outside. 6"Min. base SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes les 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 110E STORM SEWER CATCH BASIN 0 2' X 3' RECTANGULAR 41 REVISED:10-16 PLATE NO.: ENGINEERING DEPT 3101 FILE NAM ARTMEN E: G:\ENG\SPECS\3101 SPECS 3101 Z VARIABLE as d O a HYDRANT VALVE BOX 6 6" VARIES 5'-6' (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY CURB <r 4" CLASS 5 BASE 2' 1 3' 1 2.6' Min. FOR CONCRETE THICKNESS SEE NOTES BELOW. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE B" THICK FOR COMMERICAL DRIVEWAY CROSSING. INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE 8" IN THICKNESS. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT TOO' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 4. AGGREGATE USED IN THE CONCRETE MIX SHALL BE GRANITE. affof CONCRETE Comm SIDEWALK REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 5214 FlLE NAME. G:\ENG SPECS 5214 i® LOUCKS FINISHED GRADE '. WEAR COURSE, OT 2360 SPWEA240B COAT, MN/DOT 2357 '. NON -WEAR COURSE, OT 2360 SPNWB230B IG. BASE, CLASS 5 OR 2 MN/DOT 3138 ELECT GRANULAR, MN/DOT 3149.1) 'EXTILE FILTER FABRIC TYPE V, OT 3733.2 ......OVED SUBGRADE STANDARD BITUMINOUS PAVEMENT SECTION LOUCKS PLATE NO. 2031 DRAWN 12/2016 PLAN 5 24"x36" slab opening for Neenah R3067--V or equal ate: 1- V Grate shown 2- VB Grates shall be used at all low points. enah R3067-V casting and grate or equal. See detail 2110 for ring adjustments. 6" Concrete collar Concrete slab per detail 2108. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. \-AIL joints in manhole to have cVaries '0" ring rubber gaskets. 4'-0" typ. h ° Precast concrete section Manhole steps, Neenah R1981J or equal, 16" on centers. (/ a Minimum thickness of precast base �(6"� \ a:a ';� -•,.-� slab is 6" for 14' depth or less and increases to a minimum slab thickness .' of 8" at depths greater than 14' or if the structure is larger then 48" NOTES: SECTION diameter. 1. Doghouses shall be grouted both inside and outside of the structure. Grout bottom of manhole to 1/2 2. If block structures are allowed. 3. f a sump is required a minimum re diameter at pipe and slope sump depth of 4' shall be constructed grout 2. toward invert. below the lowest pipe invert in the structure. 0 U111�I TYPICAL 4' DIAMETER cum= CATCH BASIN MANHOLE REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 3102 FILE NAME: G: ENG SPECS 3102 w Z VARIABLE O la 1/4" PER FT. SLOPE TOWARD ROADWAY MINIMUM 11' 12' VARIES 1� I I CURB •.. r +.•x:'rF ��TYP[CAL 3" MNDOT 2350 SPWEA340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . CfffOr BITUMINOUS TRAIL REVISED: 10-16 77 ENGINEERING DEPARTMENT PLATE NO.: 5216 FILE NAME: G: ENG SPECS\5216 FINISHED GRADE i®LOUCKS I HEAVY DUTY BITUMINOUS PAVEMENT SECTION LOUCKS PLATE NO. 2032 DRAWN 12/2016 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES.' (TYP.) L 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB3308 12" MIN. CLASS .5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH, 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING. SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNU OT 2360-ORDINARY COMPACTION MERHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. a Of TYPICAL STREET mmm PATCHING BITUMINOUS REVISED: 10-16 PLATE NO.: FILE NAME:G:\ENG\SPECS\5202A ENGINEERING DEPARTMENT 5202A AGGREGATE BASE -` MNDOT SELECT GRANULAR BORROW o COURSE FILTER AGGREGATE M z MNDOT 3149.2H f - 12' DEEP O w tV Vw1 GRADE TO DRAIN CLAY SUB -GRAD NOTCH CLAY SUB -GRADE 4" PERFORATED PIPE SDR 35 FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC f� PIPE DETAIL s" CONC. OLLAR GROUT NOTES AROUND 1. CLEANOUTS REQUIRED AT 300'INTERVALS & PIPE ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 5, ALL DRAINTILE TO HAVE TRACER WIRES. CfffOF 4" SUB -SURFACE CEM DRAINTILE EVISED:3-16 ENGINEERING DEPARTMENT PLATE NO.: 5232 FILE NAME: G: ENG SPECS 5232 r-REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION 'NO PARKING' COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) 4' WIDE PAINTED LINES, 18' O.C., 0 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING' COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN 7✓ �a _4' WIDE PAINTED LINES, TRAFFIC WHITE REFER TO SITE PLAN FOR STALL DIMENSIONS AAMETER LINES 4' WIDE PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL CENTER SYMBOL IN STALL 36' HC SIGNAGE PER MINNESOTA RULES 1341.0502 NOT TO SCALE LOUCKS PLATE NO. i� LOUCKS TYPICAL ADA PARKING 2037 STALL STRIPING DRAWN 03/201] xx 6" 1 Distance to CE variable -- 1 /2"r 3"r Top Bituminous Material - 1 /2"r slope 8" 18" MnDOT D618 Concrete Curb and Gutter 6" 1 Distance to variable Top Bituminous Material 3"r 1 /2"t slope e 3 3 .. per oncrete urand utter 1�2 E: a„ 12„ se Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R5 16" Top Bituminous Material 68"R� A � \ 17 1/2" 10 1/2" 1Surmountable Concrete Curb and Gutter I �� 28" �.•I 4" 1�►•..1 1 1 /8"r ( � v Bituminous Surface -."•12' P.itumir.nus Curb rt 4" Shoe Formed I T CIf17OFp TYPICAL CURB 0 llllffl 111 AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: 5203 FILE NAME: G: ENG\SPECS 5203 Ilitlill, t lit 1! tlIP"11111;�..�. �..,,15,�♦. �i.�i.��=�5' MIN. OF 4' J MINIMUM V BEHIND AGG. BASE UNDER BACK OF CURB CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12' 8' 20' SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. A o LOUCKS ESERVEI PARKING VAN „a�•,x FLAT CURB AND GUTTER (12") RAD. LOUCKS PIATE NO. 2012 DRAWN 2/2016 12"A 8' STANDARD HANDICAP PARKING SIGN WITH SEPARATE WAN ACCESSIBLE' PANEL GREEN LETTERING AND BORDER ON WHITE BACKGROUND. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12'x6' STANDARD'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. 2' DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6' DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HOPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL COMPACTED OR UNDISTURBED SUBGRADE. v NOTES: 1. BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.) .J IT 2. MAINTAIN PLUMB UNTIL CONCRETE IS �II SUFFICIENTLY CURED. 'J" 3. HOLD CONCRETE FOOTING BELOW a GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS 18' DIA. SHOWN ON PLANS. 4. SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. LOUCKS PLATE NO. ®LOUCK$ TYPICAL ADA PARKING 2038A SIGN / BOLLARD COMBO DRAWN 03/2017 3f4" per foot 18" 5' 1 /MAX 4 5% GAL.--�--' ... MIN. 2.0% 6" 3„ 8" Concrete pavement -Use #4 (1/2") Reber Slob Reinforcement 6" Class 5 base incidental to apron SECTION A -A No Scale 35' Max. Industrial/Commercial -A Right -of -Way 8618 Curb &Gutter-�- -•--- D618 Curb & Gutter �G Box installed over 0 Bituminous water service � i V Contraction Joints A Max. Spacing in Expansion Joint (typ) PLAN Valley Gutter is 8' No Scale NOTE 1. Use #4 (1/2") rebar slab reinforcement in r.o.w placed 0 6" from each edge. rebar to be 2' an center. being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Bituminous paving section to the right-of-way is the some as the street paying section. 4. Maximum pavement slope allowed within 30' of the street is 4.5%. • r rn'x shall be granite., 5. Aggregate used in the concrete I h 6. If water shutoff is in t'ne driveway pavement a cover as manufactured by Mcdonald 74MIA series with a 8" opening frame & cover or equal shall be installed. 0 COMMERCIAL/INDUSTRIAL �1p��yp�Q�!1 Ut)1u�i11 I] .ONCRETE DRIVEWAY APRON REVISED: 3-16 ENGINEERING DEPARTMENT PLATE NO., 5207 FILE NAME: G:\ENG SPECS 5207 NOTES: 1. CONCRETE 6' THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. i■ LOUCKS I CONCRETE PAVEMENT SECTION LOUCKS PLATE NO. 2033 DRAWN 12/2016 ATTACH SIGN TO POST ATTACH SIGN TO POST WITH APPROPRIATE WITH APPROPRIATE STAINLESS STEEL vFRIcIEio REW IRED STAINLESS STEEL BOLTS, WASHERS & 'won °.mi BOLTS, WASHERS & NUTS. (7YP. AT TOP & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) , BOTTOM OF SIGN) 'NO PARKING' "PARKING BY DISABLED PERMIT ONLY' 'VAN ACCESSIBLE' $ $ SIGN NOTES: 1. PROVIDE (1) SIGN PER ACCESS AISLE 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 DETAIL 3. SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE NOTES: 1. PROVIDE (1) SIGN PER STALL 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 3. SEE DETAIL 2042 FOR SIGN it INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE s■ LOUCKS I TYPICAL ADA PARKING SIGN LOUCKS PLATE NO. DRAWN 12/2016 interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE (Printed Name Signature 06/15/18 53706 Date LID # Issue Record 06-15-18 CITY SUBMITTAL J Z Sheet Title O CIVIL DETAILS Z _0 a Sheet Information O 1 Z O Date f r4 U. 2018-06-15 vv• •2M WH R Ywr,p epa:• Dwlp, 6' DIP, CONC. FILLED, PAINTED OSHA YELLOW 1" CROWN 24" DIA. 2,500 PSI CONCRETE ■• LOUCKS 0 1/2• CROWN LOUCKS PLATE NO. 2039 DRAWN 1VM16 DUMEIIJI MIN. EOVER CORR. PROFILE rho- Tr BFxK• ,rx 1r 2BTOL• M•4Y` 1S 8'1LT,mF1` 1m-1x• 1r rxr, exr V(•� YACI6ILLAP.WI�R•IOLLOIYMilO6111SOFANY AlI• FYJINIYTREXGI YADIN IIUHTKLONFFlOL1iORPi�PNILOAPAI.•1bMOFIWA1O11M1BIML8UNEFNTI@P%i. ` iHElISiltlI VlIO1H IBTff NNMMAMWNT IIEcux69roR%RroERIYBnvJATKr Iei),wo roeur4URrxwawaLPREedI£ I %lOMT1E PINE(TI9lEJl}TNEMfNIIFIGtUgBfB.YlOBB4TEDYNIYUN VAL1E19:1dDs1r. I 1� MNIMLM EJNAMPEMWOIMMMFQI NB-NLfsl@lV601E 91NLL 8E: a.m MJrw LEBSTILAN O.4V RAMFH4 I IQ TIIEPWXM'ROM.UFIDFRTE%PEAMDeOEB•L6EL8NMI BE/JEOWTET081FPONTl1E LA•D8/CIIMB UPOH RQLt} i peEOO�uHN YIL eEAeAmaY Do6EMATva+HArl•RDu•cralvEDro NEeo aMa .IPEAOA I OEPTHOFY(PERf00F W FLLHEKNIT(M1}'N'MAx IFX119) THE MANWYPARTI6E 8D& IB NGTIO ES2®T IN WAiIFAR.t} I O COPIMIWTE091m PK4(OfP)N..Wq j{{{ O HNWDHIIYE LNTERMLBHLLL ME.IWD&M1AIDQtBMt'ELY.EEYIMFO pA[P T0416W PtlL PROPERGOMP,1E11DL1 (16.1} OIMMLBM.XFLL PoRPP£FA•H1FBLfTOMEEFBM.9P. WA OC.8W g19P.lMRE081KL q/581FlCATIC118Y8fEN4ER,VTN0241. OBAPPM-/EDKIXML, AMD COLPAOIFOlOEO%eTNHOAIA PRd:fCRPMI A•1M OIII. MW WM PIM10.GtOff XD�IO B)L®Y ABM NQEgRE ThLW CI• TUFF YDEWT6810EdFFF.IEMCE BVWlP 8E 1rPEMfi®(161 E 16�� BffOREAlp10 THE HEMIRT, OIMIAL BACIffILLABDVE PONE MAYNQ.WEROIOBIIE IMTERML(NYJ RKO PAVETIBITFN+%1GBlE}eEETAeIEYBWE Y�IOTALNBSITOFOOLiKTEWC9eR WR J1.fE WNYENTIDNKHHUAL l610BYIFJBFIlE9FWZIITW OF %PETOBORW DF !1 REXI•LEPAVp.QTgiTOP OFWBIDPAVB.ORP9IMN/M. O.�INY M6U•l1. MTEPoN.BF1Li:DpINA COMPACF10F1 RE�I8EMENIDBHNLftLLONTHE P110IECTftANtAN1{BPEOFRI.TIOM PER TFE BIdN®f OF IiDORO (f 1.1.111E N01FY FOR U BE 9HOIAD BE WNH®FAHI FOR U8E TOPFifiVBR•gLMGMM)N ONTO VARYN•BpLIYPE•B'Ib1ECTEIRiINEEq P FOR NDLTIRE BAWD=LINBTAWiMx49TE RE(YAMEID®EfJf.111M0TNIWRD BPM'JHM EETN'FF•1.PNLWBPPERIINMNWLBE I XO LE89TFVN IP FORDIM1EtERE VP TOIr. FOROMYEI@IB•4r, D06 MWINUM EPMJNBq BVlIE161/l QIJT, %HCItIEAMLCfiB IIIl40MgW,IB.1) CIXfFACF roUR CAMEW REPPFbENTATNE FIXt NONBTNUY0O5PACWO. ISPSTANDARD BACKFILL-ROUND.ASTM ! CONTECH' CONTECH' 233-CSP ROUND I N+mYEseD BourtlONs LLc STANDARD BACKFILL DETAIL ASTM A...s, ®aum.wrY.mM.m, wrclv.aRYoes enaslla slsaswo sae•s�mnx are roAvm:llnam - ,xvwre.- w-y.. s.T.xoTH4- NOTE: 24"x36' SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27- 0 SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. CONCRETE ADJUSTING RINGS, MIN. 4' - MAX. 10' 8' �o 6'PRECAST R REINFORCED GONOW66L8•SET IN A MORTAR BED. STEPS 16' O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL 0, REINFORCED COPOLYMER PLASTIC. �y PRECAST CONCRETE MANHOLE SECTIONS WITH •O'-RING RUBBER GASKETS. J NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. OUTLET FLOW -� 'o MINIMUM SLAB THICKNESS IS 6' FOR 14' M DEPTH. INCREASE THICKNESS 1 • FOR 4' OF DEPTH GREATER THAN 14'. 3" O a a• LOUCKS PLATE NO. • LOUCKS SUMP CATCH BASIN / 4304 MANHOLE DRAWN 2/2016 INLET INLET TRANSFER HIFLO BAY OPENING /_ CARTRIDGE FLOATABLES BAFFLE O O BYPASS o 0 WEIR STEPS 20 O (LOCATION MAY VARY) I I DECK WEIR OUTLET DRAINOQYN OUTLET TRANSFER CARTRIDGE MY OPENING PLAN VIEW (TOP SLAB NOT SHOWN FOR CLARITY) CONTRACTOR TO GROUT FRAME AND COVER SHORN TO FINISHED GRADE (TRENCH COVER OPTION IS CMTECH TO PROVIDE FLUSH WITH TOP OF STRUCTURE) GRADE RINGRISER INLET PIPE i TOP OF BYPASSWEIR OUTLET PIPE b BOTTOM OF Ip FLOATABLES I BAFFLE I.,, b I P - TRANSFER OPENING ELEVATION VIEW TRANSFER OPENING CARTRIDGE DECK CARTRIDGE R2' E OUTLET CONTROL STRUCTURE ELEVATION TABLE OCS NOJ A B C D E F 1 G H I I J 2 J 960.63 960.57 11 960.57 I 1 969.98 I 1 965.86 I 1 1202 1 963.03 I 1 6.6 1 960.57 1 48' E 4. . p• TOP OF WEIR ELEVATION .� �• ORIFICE OPENING SIZE - F e ^ INVERT ELEVATION ORIFICE OPENING SIZE - H INVERT ELEVATION-1- WEIR/ORIFICE RIM -(EMERGENCY OVERFLOW) I "' -;Z PRECAST MANHOLE 2° SECTIONS ^ • ORIFICE OPENING SIZE - F 48' TO 72° TOP OF WEIR INVERT ELEVATION - G ELEVATION 6" ORIFICE OPENING SIZE- H INVERT ELEVATION - A PIPE SIZE WILL VARY INLET INLET_ B OUTLETS ELEVATION DOGHOUSES SHALL BE GROUTED OUTLET BOTH ON THE INSIDE AND VWEIR ELEVATION OUTSIDE OF THE STRUCTURE. PRECAST BASE SLAB TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER. OUTLET CONTROL LOUCKS PLATE NO. i� LOUCKS STRUCTURE - 4318 WEIR/ORIFICE DRAWN V2016 Jellyfish*liter TASGPOOI,MMAYff' ROIECTCU9YONEORMp EOF,HE EOLtL\mxCTHIE3IINTE iXP.O, WENTS161AU501 1 FPXAiICNK VAIENiS VB101H0 JELLYFISH DESIGN NOTES JELLYFISH TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIME LENGTH AND THE NUMBER OF CARTRIDGES. THE STANDARD PEAK DIVERSION STYLE WTTH PRECAST TOP SLAB IS SHOIM ALTERNATE OFFLINE VAULT AND/OR SHALLOW ORIENTATIONS ARE AVAILABLE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BYENGINEER OF RECORD CARTRIDGE SELECTION CARTRIDGE LENGTH 1 1. 40' 2T 15' OUTLET INVERTTO STRUCTURE INVERT 6'-8' S'<' FLONRATEHI-FLO/DRAIND04NJ CFS PERCAR 0.178/0.009 1 0.1]]/0.067 In0.088/0.045 0.049/0.025 MAXTREATMENT(CFS) 1.M 1 1A7 In am 054 DECK TO INSIDE TOP (MIN)(B) 5.M of 4.00 In 600 4.00 *SYSTEM SHALL UTILIZE 7-40" CARTRIDGES SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID ' WATER OUAUTYFLOWRATE(c) ' PEAK FLON RATE I-%) ' RETURN PERIOD OF PEAK FLOW( ' C OF CARTRIDGES REM IREO HF/DD CARTRIDGE LENGTH ' PIPE DATA: 1 I.E. MAIL I DIA SLOPE H% INLET RI ' INLET•2 ' OUTLET ' SEE GENERAL NOTES B-7 FOR INLET AND OUTLET HYDRAULIC AND SIZING REQUIREMENTS. RIM ELEVATION ' MT14LOTATION BALLAST WIDTH HEIGHT I NOTESISPECAL REQUIREMENTS: •PERENGNEER OF RECORD GENEML NOTES: 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIM ENSIONS AND WEIGHT, PLEASE CONTACT YOUR CMTECH ENGINEERED SOLUTIONSREPRESENTATIVE. v ,CwteI*ES.com 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AN D INFORMATION CONTAIN ED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT, 4. STRUCTURE SHALL MEET AAWTO HS20 OR PER APPROVING JURIS DICTION REM IREMENTS, WHICH EVER IS MORE STRINGENT, ASSU MING EARTH CCER OF 0'-10, AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AAWTO M31)8 LOAD RATINGAND BE CAST WITH THE CONTECH LOGO. 5. STRUCTURESHALLBEPRECA MNCRETECMFMMINGTOASTMC857,ASTMG818,ANDAASHTOLOADFACTMDESIGNMETHOD. 8, OUTLET PIPE NVERT IS EQUAL TOTHE CARTRIDGE DECK ELEVATION. 7, THE CUTLET PIPE DIAMETER FOR NEW INSTALLATIONS IS RECOMMENDED TO BE ONE PIPE SIZE LARGER THAN THE INLET PIPE AT EQUAL OR GREATER SLOPE. 8, NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS DIRECTED BYTHE ENGINEER OF RECORD. INSTALIATKNI NOTES A. ANY SUR-BASE, BACKFILL DEPTH, AND/OR ANT -FLOTATION PROVISIONS ARE SRESPEC IFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EM IPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT MD SET THE STRUCTURE. C. CONTRACTOR WILL NSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY MD EXIT POINTS (NONSH RINK GROUT WITH APPROVED WATERSTOP OR FLEXIBLE BOOT). D. CARTR IDGE INSTALIATION, BY CONTECH, SHALL OCCU R ONLY AFTER SITE HAS BEEN STABILIZED AN D TH E JELLYFISH UNIT IS C LEAN AN D FRE E OF DEBRIS. CONTACT CCIJTECH TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL I� z Sheet Title 0 CIVIL DETAILS z 0 Sheet Information 0 ILL ODate (� 0LL 2018-06-15 co.3 02M BON k Y.., Spa» Dwlp, .1 0.1 .1 .1 .1 Luminalre Schedule Symbol city Label DeaCApfon MANUFACTURER Total Watt$ Lumens waft ♦ 2 AA1 Single Head Pole Fbd 25 FT Pale Type 2 Dist. (DSX1 LED P5 40K T2M MVOLT) Lithonia Lighting 276 15795 138 ♦ 6 AA2 Single Head Pole F1xL 25 FT Pole Type 3 Dist. (DSX1 LED PS 40K T3M MVOLT) Ligania Lighting 828 15376 138 4 AA4 Wall Pack (DSM1 LED 20C 700 40K TFTM MVOLT DDL) Lhhonia Lighting 182.8 5147 45.7 12 AA3 Wall Pack (DSXW1 LED NC 70040K T3M MVOLT) Lithonia Lighting 548.4 5453 45.7 Calculation Summary Label Units Avg Mu Min AvglMln MadMln Concrete Sidewalk Fe 2.22 4.0 0.2 11.10 20.00 Pa&jrg&Dave Area Fa 1.81 3.6 0.2 9.05 18.00 Property Line Fc 0.35 2.5 0.0 N.A. 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MH 27 * AA2 MH: 27 SITE PHOTOMETRIC PLAN SCALE: 1" = 20'-0" N V 5 877.706.6858 www.NV5.com .0 .0 ,0 0 0 0 0 0 Of fOR CON INC110] 0 0 0 0 1 SITE PLAN REVIEW SET 2018-06-15 0 Revision: Date: I hereby certify that this plan, specification or report 0 was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 0 Date: Reg. No.: .0 Project No.: 5101811.32 0 Checked By: L. LAM Designed By: L. LAM 0 Drawn By: N. IVERSON Date: 06/15/18 0 Scale: 1" = 20'-0" 0 Project Title CONTROL CONCEPTS 0 0 8077 CENTURY BLVD CHANHASSEN, MN CLIENT PROJECT No. 0 Sheet Title SITE PHOTOMETRIC PLAN Sheet No. E001 Copyright NV5, Inc !d s / t r, PLANT SCHEDULE DECIDUOUS TREES CITY ICOMMONNAME BOTANICAL NAME CONT SIZE AE 4 ACCOLADE ELM Ulmus'Morton' B & B 2.5"Cal KC 3 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal PB 12 PAPER BIRCH Betula papyrifera 25 gal SGM 2 SIENNA GLEN MAPLE Acer freemanii'Sienna Glen' B & B 2.5"Cal SKH 5 SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole B & B 2.5"Cal QB 2 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal ORNAMENTAL TREES CITY ICOMMONNAME BOTANICAL NAME CONT SIZE ABS 4 AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grand iflora 'Autumn Brilliance B & B 1.5"Cal TH 5 THORNLESS HAWTHORN Crataegus crus-galli'lnermis' B & B 1.5"Cal SHRUBS CITY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AC 23 AUTUMN MAGIC CHOKEBERRY Aronia melanocarpa'Magic Carpe£ 5 gal 24" HGT 48" o.c. GAC 13 GREEN MOUND ALPINE CURRANT Ribes alpinum'Green Mound' 5 gal 24" HGT 48" o.c. GF 31 GRO-LOW FRAGRANT SUMAC Rhus aromatica'Gro-Low 5 gal 24" SPRD 48" O.C. CONIFEROUS SHRUBS CITY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SG 20 SEA GREEN JUNIPER Juniperus chinensis'Sea Green' 5 gal 18" SPRD 60" O.C. TY 26 TAUNTON YEW Taxus x media 'Taunton' 5 gal 18" SPRD 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SD 142 1 STELLA D' ORO DAYLILY Hemerocallis x'Stella de Oro' 11 gal 124" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 2 DECORATIVE STONE RIP RAP GREY TRAP ROCK RIP RAP SIZE - 5"-12" OVER FABRIC NS NATIVE SEED BWSR SEED MIX 36-211 SOD TURF SOD i W 0 30 60 a SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. LANDSCAPE REQUIREMENTS BUFFER YARD REQUIREMENT (500 TOTAL LF) 2 CANOPY TREES PER/100' UNIT (ONLY NEED 75% OF REQUIREMENT) TREES REQUIRED = 8 TOTAL TREES PROVIDED = 8 4 UNDERSTORY TREE PER/100' UNIT (ONLY NEED 75% OF REQUIREMENT) TREES REQUIRED = 15 TOTAL TREES PROVIDED = 9 6 SHRUBS PER/1 00'UNIT (ONLY NEED 75% OF REQUIREMENT) SHRUBS REQUIRED = 23 TOTAL SHRUBS PROVIDED = 23 DUE TO EXISTING PLANTINGS ON OR VERY CLOSE TO THE SOUTH PROPERTY LINE IN THE BUFFER YARD, MINIMAL PROPOSED PLANTINGS ARE PROVIDED TO AVOID OVER PLANTING AND ENCOURAGE LONG TERM HEALTH OF EXISTING AND PROPOSED PLANT MATERIAL. LANDSCAPE AREA REQUIREMENTS (63,310 SF OF VEHICULAR AREA) PROVIDE 8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR AREA LANDSCAPE AREA REQUIRED = 5,064 SF TREE REQUIREMENTS (5,064 SF OF LANDSCAPE AREA) PROVIDE 1 TREE PER 250 SF OF LANDSCAPE AREA TREES REQUIRED = 20 TOTAL TREES PROVIDED = 37 FOUNDATION PLANTINGS SHRUBS AND TREES HAVE BEEN PROVIDED ALONG BUILDING FOUNDATION GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 nt � TOLL FREE: 1-800-252—II66 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN O Z :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE (Printed Name_ Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL Z Sheet Title O LANDSCAPE PLAN O Q Sheet Information O LJ_ Z O Date LL. 2018-06-15 L 1.1 OWN Box a Ymn s➢m** D..p. LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING OF PLANT MATERIAL PRIOR TO ANY AND ALL DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL AREAS RECEIVING SEED OR SOD MUST RECEIVE A MINIMUM OF 6" DEPTH OF TOPSOIL. TOPSOIL TO BE INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE GRADING. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18". AVOID DISTURBING UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE A 4' DIA. TREE RING WITH 4" DEEP SHREDDED HARDWOOD MULCH. NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. WOOD MULCH TO BE DOUBLE SHREDDED HARDWOOD MULCH. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURES RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. REPRODUCIBLE AS -BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND FALL DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. CONTRACTOR IS NOT TO SPRINKLE ACROSS PAVEMENT. CONTRACTOR TO INCORPORATE RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE CUT BACK WIRE BASKET REMOVE ALL FLAGGING AND LABELING FROM TREE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE SPECS. WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1' 0" REFER TO PLAN LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. EDGING MATERIAL - SEE SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE SPEC. BUILDING WALL (TYP) .,,,ortll I ...,,,,, „ nrtlliftll) ,Ill�lilljl 111�III�II Illi !t,islliiill THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. REMOVE ALL FLAGGING AND LABELING FROM TREE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH - 4" DEEP - PER SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON MOUNDED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = V-0" VARIES 3 1 L2. SHRUB PLANTING DETAIL SCALE: 3/4" = V-0" 4 LZ 1 PERENNIAL PLANTING SCALE: 3/4" =1'-0" 7 MAINTENANCE STRIP AT BUILDING EDGE SCALE: 1 1/2" = V-0" LANDSCAPE EDGER (TYP) SEE SPECS GEOTEXTILE WOVEN LANDSCAPE FABRIC ROCK MULCH - REFER TO LANDSCAPE PLAN FOR MORE INFO. BUILDING WALL OR BACK OF CURB MULCH - SEE SPECS. 3" DEPTH EDGER - SEE SPECS. EDGE VARIES -SEE PLAN 12" DEPTH (MIN). LOAM PLANTING SOIL - SEE SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING Perr•��nia.D�^:g interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE Printed Name_ [Signature 06/15/18 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL J z Sheet Title 0 LANDSCAPE DETAILS Z 0 Sheet Information U. Z ODate LL 2018-06-15 I 2.1 02M WH 61 Ywq Vy D1*1 3/32" =1'-0" interiors ; architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com DESIGN BUILD Project Information CONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA JEFFREY GEARS Printed Name Signature 2018-06-15 50937 Date Lic # Issue Record No. I Date 1 1 2018-06-151 SITE PLAN REVIEW SET Sheet Title N T\ PRELIMINARY FLOOR PLAN - LEVEL 01 Sheet Information a Job Code 00770 Drawn By KF/MN Reviewed By JG Date Al. 11. 2018-06-15 PRELIMINARY UPPER LEVEL FLOOR 3/32" =1'-0" yl W interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com f7*41rd : rI[1►: CONTROL VW CONCEPTS Project Information CONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA JEFFREY GEARS Printed Name Signature 2018-06-15 50937 Date Lk # Issue Record SET Sheet Title PRELIMINARY FLOOR PLAN - LEVEL 02 Sheet Information Job Code 00770 Drawn By KF/MN Reviewed By JG Date A1.12. 2018-06-15 c u C 8 CONCRETEWALL PANEL -TYP. SYSTEM -TYP. WINDOW OPENING -TYP. WINDOW OPENING - TYPE PANEL-TYP. 4 PRELIMINARY ELEVATION - NORTH ANGLED WALL 3132" = 1'-0" — PERFORATED METAL PANELS OVER PRECAST - TYP. METAL WALL CAP FLASHING ^I I'll, ^Vv" "_ WINDOW OPENING -TYP. ^yy" J v PANEL-TYP WINDOW OPENING -TYP. CONCRETE WALL PANEL -TYP. 3132" =1'-0" 3132" = V-0" 3132' = V-0" ANGLED WALL TWO TONE PRECAST CONCRETE WALL PANEL -TYP. PRECAST WALL PANEL SAMPLE PERFORATED METAL SAMPLE ANGLED WALL ANGLED WALL PERFORATED METAL PANELS OVER SILVER ACCENT WALL - TYP. 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