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G-1. Fawn Hill – 7240 Galpin Boulevard: Approve Request for a Rezoning from Agricultural Estate to Residential Low and Medium Density District (RLM); Conditional Use Permit for development; and Preliminary Plat with Variances : � G I CITY OF CHANUA33EN Chanhassen is a Community for Life-Providing for Today and Planning for Tomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 14, 2017 SUBJ: Planning Case#2017-15 Fawn Hill—Rezoning, Conditional Use Permit, Subdivision with Variances PROPOSED MOTION "The Chanhassen City Council approves: • Rezoning of the property from Agricultural Estate (A-2) to Residential- Low &Medium Density(RLM); • Conditional Use Permit to permit development within the Bluff Creek Corridor; • Preliminary Plat for 10 Lots, one Outlot and public right of way with Variances for a double fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0% subject to the conditions of Approval City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting the rezoning of the property from Agricultural Estate(A-2)to Residential-Low&Medium Density(RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary and Final Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family subdivision. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on July 18,2017 to review the proposed development. The Planning Commission voted 6—0 to recommend approval of the development. PH 952.227.1100• WWWA.Chanhassen.nl us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt Fawn Hill—Planning Case 2017-16 August 14, 2017 Page 2 of 3 The trees of concern to the Planning Commission were pin oaks. Staff examined the pin oaks and found them to be in good condition. The City Forester noted that pin oaks are not usually successful long-term in Chanhassen due to alkalinity of our soils. She also noted that pin oaks are not tolerant to nearby grading during the construction process. In discussion with the developer,they cited a desire to have Lots 4 and 5 as walk-out ' ,211 homes rather than full-basement as the + ;F reason for the proposed grading in the treed Bea � — 7— area. —_ 7_ B80 - 978The developer submitted a plan to the Cit + that wouldreserve the trees in the northeast p _ portion of the site, along Galpin Boulevard. However,this design would increase the 4/ _ � R'� �` �! size of the proposed retaining wall from a 95-foot long,4-foot tall boulder wall to a 211-foot long,over 6-foot high wall that i would need to be constructed from a different material. Boulder walls cannot exceed 6 feet in height. — ,_ Per an email from the developer dated August 1 2017: "In review to save a row of - pin oaks would be cost prohibitive and the future maintenance may cause unique legal circumstances with the future property owners [due to having a retaining wall cross lot lines]." To mitigate the loss of the mature pin oaks, the developer has proposed increasing the size of the proposed black hills spruce and white pine trees to be planted along Galpin Boulevard from 6' to 10'- 12'. Staff recommends the original proposal removing the pin oaks for replacement with 10'-12' trees that are more suitable to Chanhassen soils. This will result in a long-term buffer between Galpin Boulevard and the new development. The original location and size of the retaining wall will also create more aesthetically pleasing and usable yard area for Lot 5. Todd Gerhardt Fawn Hill—Planning Case 2017-16 August 14, 2017 Page 3 of 3 There was also a question regarding a trail connection through this development to Longacres. In the early 1990's the Longacre Neighborhoods were developed. As a part of the development a trail stub (dead end) was built leading east into a wetland area at a location south of Bent Bow Trail. The trail stub was constructed by filling a wetland and muck soils area and its terminus was in a wetland. This was at the time that laws restricting the filling/alteration of wetlands were being enacted. In 2014 concurrent with the Vista's at Bentz Fanms development, the old plan to build a trail from Longacre's to Bentz Farms through a wetland,was abandoned. The dead end asphalt trail stub south of Bent Bow Trail was removed. Alternate pedestrian routes between these two areas are available along West 78th Street and Long Acres Drive. Planning Commission minutes for July 18,2017 are included in the consent agenda for the August 14,2017 City Council packet. RECOMMENDATION Staff recommends approval of the rezoning, conditional use permit and preliminary plat subject to the conditions of approval in the Planning Commission staff report. ATTACHMENTS Planning Commission Staff Report Dated July 18, 2017. Conditional Use Permit Rezoning Ordinance g:\plan\2017 planning cases\17-15-fawn hill\executive summary fawn hill prelim.doc PC DATE: July 18, 2017 ] CC DATE: August 14, 2017 CITY OF CHANHASSEN REVIEW DEADLINE: August 15, 2017 CASE #: 2017-15 BY: RG, ML, JM, JS, SS PROPOSED MOTION: "The Chanhassen Planning Commission recommends City Council approve rezoning of the property from Agricultural Estate (A-2) to Residential-Low & Medium Density(RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with a Variances for a double fronted lot for a single-family detached subdivision and a roadway slope in excess of 7.0% subject to the conditions of the staff report, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Rezoning of the property fiom Agricultural Estate(A-2)to Residential-Low&Medium Density(RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family detached subdivision. LOCATION: 7240 Galpin Boulevard APPLICANT: HP Holdings, LLC & Chanhassen Investments, LLC Anne E. Marcotte 6035 Culligan Way 7240 Galpin Blvd. Minnetonka, MN 55345 Chanhassen, MN (952) 294-2123 (952) 294-2126 55317 PRESENT ZONING: Agricultural Estate District, A-2 s � 2020 LAND USE PLAN: ResidentialLow Density 1.2 —4.0 units per net acre ►�" �� !!�: l:•i.� � - 11 � YY ACREAGE: 11.64 acres DENSITY: 1.55 units per net acre ° � '� • r6 O'i90 LEVEL OF CITY DISCRETION IN DECISION-MAKING: \ ta�'� REPh The city has a relatively high level of discretion in approving rezonings because the city is acting in its legislative or policy- 4 % making capacity. A rezoning must be consistent with the city's , Comprehensive Plan. The city's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 2 of 17 The city's discretion in approving or denying a variance in conjunction with a subdivision is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The city has limited discretion in approving or denying conditional use permits,based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting the rezoning of the property from Agricultural Estate(A-2)to Residential-Low&Medium Density(RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 6 outlots and public right of way with Variances for a double fronting lot and street grades in excess of seven percent for a single-family subdivision. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article X, (A-2) Agricultural Estate District Chapter 20,Article XIV, Division 1, (RLM)Residential Low and Medium Density District Chapter 20,Article XXXI, Bluff Creek Overlay District BACKGROUND This property was ghost platted in conjunction with the Vistas at Bentz Farm development (Planning Case#2014-18) to the south to show how it could develop in the future. Vistas at Bentz Farm received final plat approval on October 27, 2014. Outlots B, C and D,Vistas at Bentz Farm, are included as part of this development. REZONING The property is guided for Residential—Low Density uses. The Residential—Low Density designation permits net densities of 1.2 to 4.0 units per net acre. Appropriate zonings consistent with this land use designation include Residential Low and Medium Density District(RLM), Planned Unit Development—Residential (PUD-R), Single-Family Residential (RSF) and Mixed Low Density Residential (R4). Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 3 of 17 The applicant is requesting to rezone approximately 11.6 acres from Agricultural Estate District (A-2)to Residential Low and Medium Density District(RLM). The project consists of 10 single-family detached units including the retention of the existing house on the property. The proposed rezoning is consistent with the comprehensive plan. The RLM District is intended to be used where large areas of upland will be preserved or created as permanent open space to balance the higher hard surface coverage permitted on individual lots. The outlots adjacent to the north project boundary(Outlots A, B, C and D) and the outlot containing the Bluff Creek Overlay District primary zone(Outlot E)will not be rezoned. CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District (BCOD)by ordinance in 1998 to protect the Bluff Creek Corridor,wetlands,bluffs, and significant stands of mature trees through the use of careful site design and other low-impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. The primary zone includes the wetland area on the west side of the development and the wooded area adjacent to the wetland. A conditional use permit shall be issued by the city for all subdivisions, site plans, and prior the erection or alteration of any building or land within the BCOD. The primary corridor is designated permanent open space. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures must meet the 40-foot setback from the primary corridor. A conditional use permit must be issued by the city for all subdivisions prior to alteration of any land with the BCOD. Land within the primary corridor may be dedicated to the city. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3, and 4, Block 1 to demarcate the Bluff Creek Primary Zone. SUBDIVISION The applicant is requesting Preliminary Plat approval for 10 lots, 6 outlots and public right of way, including additional right of way for Galpin Boulevard, with a variance for a double fronting lot and a street grade in excess of seven percent. The development consists exclusively of single-family detached homes. The development must comply with the requirements of the RLM district. The RLM District is intended to be used where large areas of upland will be preserved or created as permanent open space to balance the higher hard surface coverage permitted on individual lots. Staff recommends the Outlots A—D be preserved as the required permanent open space. These Outlots represent 1.54 acres of the development or 13 percent of the site. Historically, properties receiving RLM zoning have dedicated between 28 and 48 percent of their sites for open space purposes. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 4 of 17 --- - - \,` ` f eJ Qq t%%Y (t 3YQxs 4 is While the applicant states that these properties are intended for potential sale to adjacent properties, the developer may not create inaccessible parcels also known as "landlocked". Following are the options for the Outlots: 1. Outlots A- D could be added to Lots 3 and 4, Block 1 as part of their lot areas. A conservation easement shall be recorded over these areas to assure they remain permanent open space. 2. The developer can show that there is a purchase agreement in place with abutting property owners and that they have completed the Carver County Lot Combination application as well as the city application for lot combinations. A conservation easement shall be recorded over these areas to assure they remain permanent open space. 3. Outlot F shall be combined with Lot 6, Block 2 or the developer can show that there is a purchase agreement in place with the abutting property(Lot 4, Block 2, Vistas at Bentz Farm) owner and that they have completed the Carver County Lot Combination application as well as the city application for lot combinations. BLUFF CREEK OVERLAY DISTRICT The Bluff Creek Overlay District was created in conjunction with the Bluff Creek Watershed Natural Resources Management Plan in December 1996 to provide protection for Bluff Creek from the deleterious effects of urbanization through the promotion of"innovative development techniques such as cluster development...to measurably reduce the amount of impervious cover compared to traditional development..." In addition, the Bluff Creek Watershed Natural Resources Management Plan sought to provide a continuous corridor from Minnewashta to the Minnesota River providing habitat, a greenway corridor and recreational opportunities. Another primary plan goal was the provision of educational opportunities for the students of Bluff Creek Elementary School and others. Planning Commission Fawn Hill —Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 5 of 17 This property lies within the Bluff Creek Overlay District. The overlay district shall include the wetland area and the required buffer. Code requires a twenty (20) foot setback from the overlay district where disturbance should be avoided but may be allowed with caveats if necessary. The Bluff Creek Natural Resources Management Plan identifies the preservation of a continuous greenway from Minnewashta Regional Park to the Minnesota River as a goal. The preservation of a greenway will also protect Bluff Creek from the effects of increased runoff volume and rates. Lastly, the preservation of a greenway will help meet the requirements of the Total Maximum Daily Load Implementation. Outlot E, encompassing the large wetland area, shall be dedicated to the city to meet these goals. This area shall then be removed from any surface water management connection charges. LANDSCAPING AND TREE PRESERVATION The applicant for the Fawn Hill property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 329,444 SF Baseline canopy coverage 12% or 40,357 SF Minimum canopy coverage required 25% or 82,361SF Proposed tree preservation 2% or 8,712 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 25%minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 82,361 Less canopy preserved 8,712 Minimum canopy coverage to be replaced 73,649 SF Multiplied by 1.2 88,378 Divided by 1089 =Total number of trees to be planted 81 trees The applicant did not submit a landscape plan. The development is required to install a buffer yard along Galpin Blvd. Landscaping Item Required Proposed Bufferyard B —Galpin 6 Overstory trees 0 Overstory trees Blvd., 300' 9 Understory trees 0 Understory trees 15 Shrubs 0 Shrubs In addition to the bufferyard and replacement plantings, a minimum of one tree is required to be planted in each front yard. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 6of17 MISCELLANEOUS Provide a 1:200 "clean"plat drawing. Demolition permits required for the removal of any existing structures. Proposed street-name (Fawn Hill Road) is acceptable to the Building Official. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. PARKS This property and 10-lot subdivision is located within the neighborhood park service area of Sugarbush Park. Sugarbush Park is a 5-acre public park that features an open field,basketball court, picnic shelter,playground, swings, and a trail loop.The park is connected to the Fawn Hill plat adjacent to Lots 3 and 4,Block 2. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site is located near the Galpin Boulevard pedestrian trail. Residents residing in Fawn Hill will gain access to the Galpin Boulevard pedestrian trail by traveling along the newly proposed sidewalk on the east side of Fawn Hill Road,through Sugarbush Park to Galpin Boulevard. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current proposed lot count of 9 new homes and the city's 2017 single-family park fee of$5,800 per unit,the total park fee for Fawn Hill will be $52,200. RIGHT OF WAY & EASEMENTS On the eastern side of the parcel,the applicant proposes to dedicate right-of-way for Galpin Boulevard to create a total 50-foot wide right-of-way corridor. This is consistent with the adjacent right-of-way width. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 7of17 The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). i GRADING& DRAINAGE The existing drainage of this site flows southwest toward the wetland. The Galpin Boulevard drainage ditch flows through the east side of the property south toward the Vistas at Bentz Farms development. <O o � • 11x V St � The proposed stormwater system route runoff to a pond constructed with the Vistas at Bentz Farms development. A filtration bench is proposed along the back edge of the pond toward the wetland. _ - � � 'o �• we ' ��.�` � —_ ,,",� BIOFILTRATION BENCH FILTRATION VOLUME BA 22,000 CF �� J� �,,i�` HVA Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 8 of 17 The city has received comment about drainage concerns from the property owner of a Vistas at Bentz Farm lot south of this proposed development. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. The applicant shall submit a soils report indicating soil conditions,permeability and slope. The benchmark location and elevation used for surveying shall be indicated on the grading plan. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6 inches of topsoil. To provide draintile service where runoff will flow from the back to the front of lots,the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. Erosion Prevention and Sediment 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). The applicant shall submit the full SWPPP document to the city for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The plans shall identify the areas intended for stockpiling materials on site during construction. SURFACE 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."The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley- Purgatory-Bluff Creek Watershed District. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 9 of 17 The site is within the Riley Purgatory Bluff Creek Watershed District(RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The review comments from the Riley-Purgatory-Bluff Creek Watershed District dated July 5, 2017 are attached to this report. As of July 5, 2017, the District considers the application incomplete. The applicant must obtain a permit from RPBCWD prior to final plat recording. Storm Water Utility Connection Charges These fees show a credit of 50%as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits are calculated as shown in the table below. AREA PER FEE ACRE ACRES FEE SURFACE WATER Gross Area $9,690 11.64 $ 112,791.60 DEVELOPMENT ROW Dedication $9,690 -1.11 $ (10,755.90) FEE Outlot E $9,690 -4.45 $ (43,120.50 NET AREA 10.53 $ 58,915.20 SURFACE VOLUME VOLUME %of 1.1" WATER for 1.1" REMOVAL VOLUME CREDIT ITEM ABSTRACTION REQUIRED REMOVED CREDIT Filtration 9,024 9,024 100% $ 29,457.60 The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1"volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. RETAINING WALLS Two retaining walls are proposed as part of this application. The retaining wall on the east side of Lot 5, Block 2 is an approximately 95 feet long and 4 feet tall boulder wall. The wall between Lots 2 and 3 on Block 2 is an approximately 35 feet long and 3 feet tall boulder wall. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 10 of 17 STREETS \ �1; Existing Road Stub The existing Fawn Hill Road north of this parcel was constructed in the early 1990's as part of the Longacres and L 1°) A Forest Meadow subdivisions. That road is an approximately } % ' tt 1000-foot long dead end, which is longer than the current maximum allowed by City Code. The existing Fawn Hill ` ` 2 Road south of this parcel was constructed in 2015 as part of ''. the Vistas at Bentz Farms subdivision. This subdivision ', r proposes to remove the temporary turnarounds at either end �f� u of existingFawn Hill Road and connect the two Fawn Hill �°•. Roads. The city intended this connection with the approval of Forest Meadow and Vistas at Bentz Farms, and the staff ® °`L reports for both previous developments discuss providing access to this parcel and connecting the roadway. Existing Road Stub The applicant has requested a variance from the 7.0%maximum slope for local roads for Fawn Hill Road. The steeper slope is required because the existing Fawn Hill Road constructed with Forest Meadow is at a 10% slope per the as-built. The Fawn Hill plan set proposes a 10.25% slope,but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as-built plans and the Vistas at Bentz Farms ghost plat of this parcel. The plans also include the construction of Bentz Court. Bentz Court will be a 278-foot long cul- de-sac that provides access to 3 proposed homes and the existing home on Lot 3, Block 2. The street plan shall be revised to callout right-of-way widths and centerline gradients. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A$300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & SIDEWALKS All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. A 5-foot sidewalk is proposed on the east side of Fawn Hill Road. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 11 of 17 UTILITIES Sanitary Sewer The applicant proposes 8" sanitary sewer to tie-in to the existing 8" stub south of the property under the existing Fawn Hill Road. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. i The existing home on Lot 3, Block 2 currently uses a mound septic system. This home will be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. Water Main The applicant proposes an 8 inch C900 water main to service the property. This water main shall be connected to existing stubs at the north and south edges on the property under the existing Fawn Hill Road. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The existing home on Lot 3, Block 2 currently uses private well for water. This home will be connected to the proposed water system prior to the acceptance of the public water main. Storm Sewer Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Block L The plan shall be revised to include CBMH 14 in the structure table on plan page 4. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 12 of 17 The storm crossing elevation at Station 1+25 shall be corrected. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. The plan shall be revised to use 15 inch RCP as the minimum stormwater pipe size for future maintenance access. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. COMPLIANCE TABLE Areas . ft. Frontage ft. Depth ft. Notes Code (RLM) 9,000 50 110 Lot 1, Block 1 21,132 77 251 Lot 2, Block 1 24,815 78 263 Bluff Creek primary abuts, wetland Lot 3, Block 1 19,020 78 205 Lot 4, Block 1 15,132 82 172 Lot 1, Block 15,479 113 155 Corner lot Lot 2, Block 2 11,434 125 165 Existing house, double Lot 3, Block 2 35,059 101 279 fronting lot(Fawn Hill and Bentz Court. A variance is being requested. Lot 4, Block 2 17,502 89 161 Lot 5, Block 1 18,403 80 165 Double fronting lot(Galpin Blvd. Lot 6, Block 2 17,522 100 169 Double fronting lot (Galpin Blvd. Bluff Creek primary abuts, wetland, steep slopes. Outlot A 12,631 Developer proposes to sell to abutting ro ert . 0.29 acres Bluff Creek primary abuts, wetland, steep slopes. Outlot B 24,497 Developer proposes to sell to abutting ro ert . 0.56 acres Outlot C 14,576 Steep slopes. Developer proposes to sell to abutting Planning Commission Fawn Hill —Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 13of17 Area (sq. ft.) Frontage (ft.) Depth (ft.) Notes Code (RLM) 9,000 50 110 property. 0.33 acres Bluff Creek primary abuts, wetland, steep slopes. Outlot D 15,741 Developer proposes to sell to abutting property. 0.36 acres Bluff Creek Primary Zone, Outlot E 193,902 Wetlands. To be dedicated to the city. Outlot F 1,911 Developer proposes to sell to abutting property. 0.04 acres ROW 48,426 1.11 acres Total 507,182 11.64 acres Setbacks: Front—25 ft. from ROW, side— 5 ft. on garage side and 10 ft. on house side,rear—25 ft., Bluff Creek primary—40 ft., wetland—20 ft. buffer and 30 ft. buffer setback. Hard Coverage: 35% RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the development subject to the following conditions: Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean"plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Proposed street-name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 14 of 17 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. 3. The applicant shall submit a soils report indicating soil conditions,permeability and slope. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. 6. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6"of topsoil. 7. To provide draintile service where runoff will flow from the back to the front of lots,the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. 8. Lot 4, Block 1 and Lot 4 Block 2 grading plans shall be revised to grade away from the building pads. 9. 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). 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 15 of 17 11. The plans shall identify the areas intended for stockpiling materials on site during construction. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley-Purgatory-Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. 14. The SWMP Fee is $58,915.20. The SWMP Credit given for meeting the 1.1"volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. 17. The Fawn Hill plan set proposes a 10.25% slope,but the developer's engineer shall revise the plan to achieve the 10.0% slope per the Forest Meadow as-built plans and the Vistas at Bentz Farms ghost plat of this parcel. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveways for Lots 2-4 of Block 1 and 3-5 of Block 2 shall be revised to meet the setback. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. Planning Commission Fawn Hill—Rezoning, CUP, Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 16 of 17 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00%or greater per the MN Stormwater Manual to prevent ice damage to the pipe. i 37. The plan shall be revised to use 15"RCP as the minimum stormwater pipe size for future maintenance access. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. The applicant shall install the required bufferyard plantings along Galpin Blvd. Planning Commission Fawn Hill—Rezoning, CUP,Preliminary Plat, &Variance Planning Case 2017- 15 July 18, 2017 Page 17 of 17 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Fawn Hill. Planning: 1. The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4,Block 1 to demarcate the Bluff Creek Primary Zone. ATTACHMENTS Findings of Fact and Recommendation Development Review Application Project Narrative Sathre-Bergquist, Inc. dated June 15, 2017 Reduced Copies Development Plans Sheets 1 — 11 dated 6/14/17 Reduced Copy Tree Survey Dated 6/14/17 Reduced Copies SWPPP Dated 6/14/17 (3 pages) Reduced Copy Alta/NSPS Land Title Survey Reduced Copy Preliminary Plat—Fawn Hill Reduced Copy Final Plat—Fawn Hill Letter from Carver County to Robert Generous dated 7/6/17 Email from RPBC Watershed District to Applicant dated 7/5/17 Public Hearing Notice and Mailing List G:APLAN\2017 Planning Cases\17-15 -Fawn Hill CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte — Planning Case No. 2017-15, Fawn Hill. Request for a Rezoning of property zoned Agricultural Estate District (A-2) to Residential Low and Medium Density District (RLM); a Conditional Use Permit for development within the Bluff Creek Corridor; and Preliminary Plat creating 10 lots, 6 outlots and right of way for public streets (19.645 acres) with a Variances for a double fronted lot and street grades in excess of seven percent located at 7240 Galpin Boulevard. On July 18, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of HP Holdings, LLC, Chanhassen Investments, LLC and Anne E. Marcotte for a single-family residential development. 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 Agricultural Estate District (A-2). 2. The property is guided in the Land Use Plan for Residential —Low Density uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan including land use guide of Residential Low -Density. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed, because it will maintain the development patterns in the area. There will not be any physical changes to the property required. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity, subject to their availability. f Traffic generation by the proposed zoning is within capabilities of streets serving the property. 5. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all the requirements of the "RLM" Residential Low Medium Density District. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. VARIANCE FINDINGS WITH A SUBDIVISION. a. The hardship is not a mere inconvenience by providing reasonable access to the existing Fawn Hill Road to the north and retains the existing house on the property while reducing potential impacts to the natural features on the site; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including wetlands and Bluff Creek; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; 2 d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan since it will reduce potentially significant impacts on the site. 7. When approving a conditional use permit the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall preserve the Bluff Creek primary zone. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. The developer shall preserve the Bluff Creek primary zone. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The developer shall preserve the Bluff Creek primary zone. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The Bluff Creek primary zone shall be preserved as permanent open space. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The developer shall preserve the Bluff Creek primary zone as permanent open space. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The developer shall preserve the Bluff Creek primary zone as permanent open space. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The developer shall preserve the Bluff Creek primary zone as permanent open space. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The developer shall preserve the Bluff Creek primary zone as permanent open space. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The developer shall preserve the Bluff Creek primary zone as permanent open space. j. The proposed development will be aesthetically compatible with the area. The developer shall preserve the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The developer shall preserve the Bluff Creek primary zone as permanent open space potentially improving property values. 1. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, V, VI and XXI of the Chanhassen City Code. The developer shall preserve the Bluff Creek primary zone as permanent open space as required by city code. 8. The planning report #2017-15 dated July 18, 2017, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a Conditional Use Permit to permit development within the Bluff Creek Corridor; and Preliminary Plat approval for 10 lots, 2 outlets and public right of way with Variances for a double fronted lot and street grades in excess of seven percent for a single-family detached subdivision. ADOPTED by the Chanhassen Planning Commission this 18`" day of July, 2017. CHANHASSEN PLANNING BY: Its Chairman EXHIBIT A Legal Description: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. M1 Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division—7700 Market Boulevard CITYO� CUMNSEN Mailing Address—P.O. Box 147, Chanhassen, MN 55317 Phone: (952)227-1300/Fax: (952)227-1110 APPLICATION FOR DEVELOPMENT REVIEW Q Submittal Date: 6-/6-17 PC Date: /-/g--/.� CC Date: g-114-/7 — - 60-Day Review Date: SectionApplication (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment.........................$600 ED Subdivision(SUB) ❑ Minor MUSA line for failing on-site sewers.....$100 ❑ Create 3 lots or less....................................._$300 ® Conditional Use Permit(CUP) © Create over 3 lots.......................$600+$15 per lot ❑ Single-Family Residence............................. $325 �� lots) ® All Others.........................................................$425 ❑ Metes&Bounds(2 lots} ...........---..............$300 ❑ Consolidate Lots....................................................$150 ❑ Interim Use Permit(IUP) ❑ Lot Line Adjustment.........................................$150 ❑ In conjunction with Single-Family Residence..$325 Q Final Plat..........................................................$700 Residence.. $425 (Includes$450 escrow for attorney costs)* �-t ❑ All Others.................................................... "Additional escrow may be required for other applications y_y Rezoning(REZ) through the development contract. ❑ Planned Unit Development(PUD)..................$750 ❑ Vacation of Easements/Right-of-way(VAC)........$300 ❑ Minor Amendment to existing PUD.................$100 (Additional recording fees may apply) QAll 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 Plus$10 per 1,000 square feet of building area: ❑ Zoning Appeal......................................................$100 ( thousand square feet) "Include number of existing employees: ❑ Zoning Ordinance Amendment(ZOA).................$500 •Include number of new employees: El Residential Districts.........................................$500 NOTE: When multiple applications are processed concurrently, Plus$5 per dwelling unit(—units) the appropriate fee shall be charged for each application. ® Notification Sign(City to install and remove)................................................ ........$200 .............................................................. ® Property Owners'List within 500'(City to generate after pre-application meeting)..................................................$3 per address Escrow for RecordingDocuments check all that apply) { 7. addresses) ( PP Y)....................................................... ...............$50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes&Bounds Subdivision(3 docs.) ❑ Easements( easements) TOTAL FEE: �303g-� Section 2: Required Information Description of Proposal: Property Address or Location: -72140 6.ttr�.v 6 oy t�✓,y,cp ,tuf/yssE �!e c5-zs Parcel/r': Legal Description: E .9rre Total Acreage: _ /4 , 99 Wetlands Present? ®Yes ❑No Present Zoning: Select One 4-_ 2 Requested Zoning: Select One RLM Present Land Use Designation: Select One 46 Requested Land Use Designation: Select One SF Existing Use of Property: AL * 5i A-z-- Fir. QE4/AE( e_l= Q Check box is separate narrative is attached. CI' Y OFC 4ANHA1'&, RECEIL'EJ J IN 1 tj 2J1! CHANHASSEN P4ANNING DEPT formation Section 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. 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: HP Holdings, LLC(info attached previously) Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to,and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees,feasibility studies,etc.with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Chanhassen Investments LLC Contact: Timothy J. Brown Address: 6035 Culligan Way Phone: (952)294-2126 City/State/Zip: A Minnetonka/MN/55345 Cell: (651)226-9040 Email: Amscompanies.com Fax: _ Signature: < - -- a 3- ve Date: 6/19/17 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: Sathre-Bergquist, Inc(info attached previously) Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: i Notification . • Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: _ ❑✓ Applicant Via: 21 Email ❑ Mailed Paper Copy Address: _ ❑✓ Engineer Via: 0 Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Section • Owner and 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. 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: LSO f><OLd""t'-s' LC!' Contact: //SIN Si9,<X/ 1 Address: h 3c GJLulony l✓Af Phone: 9 A - A9V- .Z/23 City/State/Zip: 53-3qc- Cell: 6/. - A 7,2 - 9 moi Email: - Fax: Signature: ' Date: 6-i3 -.,&>/7 PROPERTY OWNER: In signing t is application, 1,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: 4,.ut Js 7xusaE o,- Contact: Address: 7�N� =,O -1 rsoucFv.,ee Phone: City/State/Zip: !•�. �.-Azo A&I ss s s i Cell: b g a'Q b ao Email: Mi t Oh M0.rl'C'lei & pro+,,V+'�� •EO/i 1 Fax: Signature: 1~• tf 1 l (u.-r-C'6�kj- r t/LA.k-A t" Date: CO 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: ( �Contact: Address: /so So✓n✓ 9,ee fAtiny � Phone: 9t2-H76-1 ort City/State/Zip: L,✓?Yz.+r , 1(go�A21 ss39/ Cell: Email: -nom Fax: Section 4: Notification Information Who should receive copies of staff reports? "Other Contact Information: ❑ Property Owner Via: ❑Email ❑ Mailed Paper Copy Name: (� Applicant Via: NJ Email ❑ Mailed Paper Copy Address: ® Engineer Via: ®Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields,then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing(required). (—CAVE FORM i PRINT FORM SUBMIT FORM --- 'P'�OFCHANHASdEV RECEIVED JUN CHANHASSEv PLONAG DEPT S S URL�O SATHRE-BERGQUIST9 INC. N Tttj 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 TEL:(952)476-6000 FAX:(952)476-0104 wEB:www.SATHRE.COM tiFRs P�P� June 15, 2017 0FCAANHAc ,Ef, Project: Fawn Hill t3EC_c1VEJ"� Location: Chanhassen, Minnesota J04 d ZW Subject: Project Narrative Developer/Applicant: HP Holdings, LLC 6025 Culligan Way Minnetonka, Minnesota 55345 ' Tom Bakritges Director of Land Development 612-272-9701 tomb@homestead-partners.com Property Owner: Anne E Marcotte Site Address: 7240 Galpin Boulevard, Chanhassen, Minnesota 55331 Parcel ID: 250101521 (10.98 acres) Watershed: WS 064 RPBC i Site Area: +/- 11 acres Current Zoning:A2-Agricultural Estate District 2020 Land Use: Residential Low Density(net 1.2-4 units/acre) Requests— 1. Rezoning from Agricultural Estate (A2) to Residential — Low & Medium Density(RLM). 2. Preliminary Plat- Single Family Residential Development for 10 single family lots, creating nine new homes and 1 existing home to remain with 6 outlots. 3. Variance—For double frontage lot for existing home to remain. Preliminary Plat— The applicant is requesting rezoning and preliminary plat approval for 10 detached single- family lots and 6 outlots. A variance is also requested for the existing home to be a double fronted lot. Fawn Hill Road will be extended north to connect both existing dead- end roads and a cul-de-sac, Bentz Court will be constructed, please see the preliminary -2— June 16,2017 plat for FAWN HILL. The streets are 31 ft b-b, within a 60' ROW, the cul-de-sac has a 45.5 ft radius to the back of curb and a 60' ROW radius. Sanitary sewer and watermain are available to service the site. The plat will provide for the necessary public street right- of-way within the development and along Galpin Boulevard. The lots meet the RLM district requirements. RLM—Mixed Low and Medium Density Residential District Standards: Minimum Lot Area—9,000 sf(single family dwelling) Minimum Lot Frontage—50 ft Minimum Lot Frontage—CDS Lot—50 ft at setback Minimum Lot Depth— 110 ft(single family) Maximum Lot Coverage—35% (single family) Setbacks— Fysb: 25 ft Sysb: 5 ft garage/ 10 ft house (min 15 feet between homes) Rysb: 25 ft Maximum Height—35 ft(3 stories) Bluff Creek/Stormwater— The site is in the Bluff Creek Overlay District. No work or impacts are proposed within the 20 foot wetland buffer (primary zone). Some minor grading will be necessary in the secondary zone on the north end of the existing stormwater treatment pond area (please see the proposed grading plan. One wetland exists on the property, no impacts are proposed to that wetland. The site drains from the northeast to the southwest. The runoff will be picked up by a concrete storm sewer system and routed to the exiting stormwater pond in The Vista at Bentz Farms. An updated stormwater report will be submitted to the City and the Watershed for their review and approval. For the lookout and full basement style lots, draintile services will be installed to all for the homes to have sump pump discharge connection points. A 6" draintile will be installed to the proposed retaining wall (short wall, 3' to 4' in height) along the rear of lot 5, this will allow the drainage system installed behind the retaining wall to have a discharge connection point. One other small landscaping wall is proposed in the rear of lot 2, adjacent to the existing home. The maintenance of each retaining wall will be the responsibility of each lot owner. -3— June 16,2017 Tree Preservation: The site contains 129 significant trees that are fair to good quality. Of the 129 trees only 27 will be impacted by the development. Per city requirements, each lot shall be provided with a minimum of one deciduous or conifer tree to be placed in the front yard and a row of coniferous trees will be planted along Galpin Boulevard to screen from daily traffic flow. Variance Request: As noted above, a variance is being requested to all for the existing home to remain on- site, on a lot that would be a double fronted lot. The existing home would meet the necessary front yard setback requirements from both streets. Outlots: There are 6 Outlots being created with the development. Outlots A and B may be purchased by current property owners to the north in the forest meadows development. Outlot C may be purchased by either the property to the north in the forest meadows development or Lot 4 Block 1. Outlot D may be purchased by Lot 3 Block 1. Outlot E will be dedicated to the city. Outlot F may be purchased by Lot 4 Block 2 of the Vistas at Bentz Farm development or Lot 6 Block 2 of the Fawn Hill development. i -4- June 16,2017 Lot Tabulation: FAWN HILL C'hanh:issen,Minnesota Project# 37865-001-200 Date June 9,2017 Homestead Partners, Prepared for: LLQ Prepared by: Sathre-F3ergquiSi, Inc. 60.15 Culligan Way Minnetonnka, I50 Broadway Ave.S. MN 5'5345 Wayzata.MN 55391 Contact: Tom Bakritges Contact: David Pemberton lel: 612.272.9701 lel: 952.476-(1000 BLOCK I GROSS AREA WETLAND AREA NET AREA WIDTH(a,SETBACK Lot 1 21.132 s f. 0,49 acres 0 3'f. 21,132 s,f. 0,49 acres 77 +i- If Lot 24.815 s,f. 0.57 acres 0 s.f, 24,815 s.f. 0.57 acres 77.5 +r• If Lot 3 19.020 0, 0.44 acres 0 s.f 19,020 sl. 0,44 acres 77.5 +i- IS, Lnt4 15,132 if 035 acres 0 s.f 15,132 s.f 0.35 acres 82.I +;- Is Total 80,098 s_I. 1.84 acres 0 sS. 90,998 s.f 1.84 acres BLOCK 3 GROSS AREA WETLAND AREA NET AREA WIDTH(0,SETBACK Lot 1 15.479 sl.. 0.36 acres 0 s.i', 15,479 s.l'. 0.36 acres 108.1 +r- 1,f. Lot 2 11.434 s.f 0.26 acres 0 's-f. 11.434 s_f. 0.26 acres 108.3 11- 1.f. Lot 3 35.059 s.t: 0.80 acres 0 s.f. 35.059 s.f. 0.81) acres 104.8 +;- l.f. Lot 4 17,502 s.f 0.40 acres 0 s_f 17,502 s_f. 0.41) acres 89,4 +!- 1.f. Lot 5 15,403 s_f. 0.42 acres 0 s.f. 18A03 s_f 0.42 acres 79,8 ►!- If I.ut 6 17.522 s.f. 0.40 acres 0 s.f. 17,522 s.f 0,40 acres 100.5 +1- 1.f. Tula; I 1'1.99 s f 2,65 acres 0 s,f 115.399 s.f 2,65 acres CIGTLOT GROSS AREA WETLAND AREA NET AREA A 12.631 s_f 0.29 acres 0 s.f. 12,631 s_f 0.29 acres R 24,497 s_f. 0.56 acres 0 s.f. 24,497 s.f 0.36 acres C 14,576 s.f. 0.33 acres ti s.f. 14,576 s.f. 0.33 acres I) 15,741 sf. 0,36 acres 0 S.t', 15,741 s.l: 0.36 acres F 193,902 s f; 4,45 acres 177,738 s,f 16,164 s,f. 0.37 acres F 1,911 s.f. 0.04 acres 0 ;.f. 1,911 s.f 104 acres Total 263,2511 s_t: 6.04 acres 177,738 s.f. 85,520 s.f. 1.96 acres RAV GROSS AREA WETLAND AREA NET AREA 48,426 s f L11 acres 0 s,f 48,426 s.f 1.11 acres TOTAL GROSS AREA WETLAND AREA NET AREA 507,182 s.f. 11.64 acnes 177,738 s.f. 329,444 s.f. 7.56 acres LOCATION MAP Z RD_ S A. Al. < g 4 `Ra li s, o €ti ¢ U` \r✓ 0 I G r tip• � RISOH pp /� HILL N 0)�I Sn6 \ (/8j L Nl RE r II OUTLOTA a 0"�m I 3fte/ eq// OUTLOTB LOTC 4 m((/)-� � 4 OUTsl �. <5@E �yyctR `\ K ( 1 <p I y�� J 6 SD LT• R• I \ II Y,T ` \\ GF98 I r�MN aL AJ r c Arg •� x \ x �� x , ro0°'Irn\ \ // 5N r OURy( E \ ��2 / \ I 'Cf�i Yy ` LOVED LT. ly,�J r C7\ \ \ C m •^ '.� • ,`,_��., '$ m \ K 0 0um J I 78�•n �+EB aaleR`wr.L. �3 << —ni�CE La. OUTLOT D y ✓ v W v y � ?p. O UFR G'^lo\ \ /9 l/ / t� J I % 2C9 V S� / �/ /C9�Q� v y 4O I a i \�� / "I.Cb v' I r� OUTLOTF SHEET INDEX TABLE \ 0 v, i \ s \ 6 I SHEET Description 01 Title Sheet 02 Street Plan 03 Sewer and Water Plan < \ I ' 04 Storm Sewer Plan 1 05 Grading Plan 06 Erosion Control Plan \ \ \ 07-11 Construction Details OUTLOT E � Pond#1 \ \ \ NWL-956.0 SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MwPREPARED BY PREPARED FOR OR COIJTOUR -�—�� .5g .mOR CONTOUR —� -----9g0,_,_-�- LOT LINE ENGINEER DEVELOPER SATHRE-BERGQUIST,INC. HP HOLDINGS,LLC WATER MaN µM wM 150 SOUTH BROADWAY 6035 CULLIGAN WAY BUILDING SETBACK BOLNDARY — — — — WAYZATA,MINNESOTA 55387 MINNETONKA,MN 55345 PARCEL BOUNDARY LINE IDRMAGEANounuTYEASEMENTs ---- PHONE:(952)476-6000 CONTACT: PHONE:(952)476-0104 TOM BAKRITGES CURIBMIDGUTTM PHONE:(612)272-9701 RIGHT-OF-WAY CONTACT:ROBERT MOLSTAD,P.E. TOMB@HOMESTEAD-PARTNERS.COM DRAINTILE-EANOUTa --y -- - -- EMAIL:MOLSTAD@SATHRE.COM BACKYARD GTCH BASR+ w —•� SLOW SEWER MANHOLE —�--�� -�� Zoning: Wetland: FLARED END SECTION WTUP-RAP ---y--_.� 35Y oMax ImperviousRLM On-site Wetland is a Menage 2 STORMSTUCTURELABEI ® ® Min Width-50ft Manage 2 Wetlands s FN YSTUCTURELABEL CDMin Area-9,000 at Buffer-20191 SMmMYSEw1=RMANHOLE �— —�-® MinFysb-Depth-110ft Buffer Setback-30ft HYOF T Sysb-15 ft Total-5 ft Garage E►VE!,�t�tY 0�C/�HANHD GATE VALVE -wM „;- -wM wM- Rysb-25ft Bluff Creek Overlay District. \/ w I- Site is within the Primary Corridor DRAIN FLOW+RUNOFF ARRON 60'Row-31'B-B Streets of the Bluff Creek Overlay DlsMct. ('!' �� 2017 I` ti EMERGENCY OVERFLOW SWALE Setback from Corridor-40R Total 'V SOIL BORING LOCATON First 20 ft-No Disturbances N SILT FENCE ——--_— —_—� Second 20ft-No Structures h ORI gyp{ a TREE PRESERVATION FENCE ————— AS directed by the City of (J�A1N H'`SSEN ANNINai��P� BARRICADE ©OR t!® TT'OR SPOT ELEVATION Chanhassen,the boundaryfor the 50 25 0 25 50 100 Bluff Creek Overlay District is the Tec SPOT aEVATION edgeofwetland. ComdorsS -- LITILITYPOLE <-Q, are taken from the wetland edge. SCALE IN F®E•Ill LIGHTPOLIE >� HANDICAP PA INGSPACE ® EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE-FAWN CITU PROJECT NO. FILE NO. - -- --- ---------------- INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 2�EassCgDP _,,,,_-__ y DRAWN BY _ __ ___ _ _ _ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION USE WITHOUT AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE f TITLE SHEET SHEET 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w oN 150 SOUTH BROADWAY WAYZATA,MN.55391(95SATHRE-BERGQUIST INC. CHECKEDBY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. r HANHASSENI FAWN HILL �� RSM SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S �� o ,,,, 2)476-6000 , -- --- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 2 DATE - -- --- ---------------- FROMILLEGITMATEUSE. ROBERT S. LST ,P.E. G,y �2°' MINNESOTA 0DATE7 Date: o /� �� Lio.No. -�L1Z8 Fqs PSP HP HOLDINGS, LLC. 11 STREET NOTES: ALL PUBLIC STREETS ARE 31•BB UNLESS OTHERWISE NOTED.CURB M em, �' DIMENSIONS ARE BACK TO BACK � /3.�:c Bock Ii.S'to Buck 'L4 S' t T 2 2 SEE DETAILS 5200.5244 FOR STREET DESIGN STANDARDS Z Yw:r ri+vrw to ba 1/2'- - Q I Axc E4gv c•Wtta• 1 � ' .. -- _. - -- -- fnV`�r 3, o N yOm1R _� AND OWROADINTERSECTION PER STANDARD DETAIL PLATE 5215. r � ALL SIDEWALKS SHALL BEG.CONSTRUCT PED RAMP AT EACH CURB ry AT. _ O says+' , 1 t,6ti.i rn�rnLL I PL... (9>6 g) x 4 O 0 QRST 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS, 6'Tw.),saH t 2'-W'DOT 2360 rreA:!.ac h -OT C 4 - m(n O 2 1 ) c 1 �t BFg/4. O a won 0 0 36 O O Caicn[�a art, Y-WMT 20 scNM3330B J O Q 'TF7GO + W-aua 5 Algr ,. 24'OD 31x9 Z?Sv% IL 1 B2 O I tr D J o-ondor eomo.i"sem Mo >) Not to scale O C ro J6 9r,.fgRq., J 0-,1; 3 Q W rn I ,gym 8 ro 1a'P.kidr y1c4 T Dr _ Mhtru 5. 6 Nd ptl tHA'rtl 9i ` + 1 9� b 11rt 1�mF � � " FAWN HILL RD o 7. a aa1 rar or trs mPx.c wearoe...eo.b.Pwr4mtbo �\ \ \ ia> r , 2 ' 0 -�- M Number Statlon Radius Length Une/Chord Direction Delta Angle a4 bor ,1 0�r�ticr,MIA oo tka t . aO d'tr $d E. Dract=e eMl bs dcse4 dm9 DOW ai4ea of r tl Y ses pieta 6232 fa .. �O�- \,i \ / 9 r 0 P i �O aea> 0 r a I ! L1 0+00.00 17.79 S41'44'56.05"E "PICA. 1 G * �y � \ 93��+8 �1O \ /, o ~� OA��P + \ 't F C1 0+17.79 120.00 87.44 S20°52'27.53'9= 41°44'55" y RESDEvTAL •. -� L2 1+05.22 29.04 SO°00'00.00'E STREE. SECTION ®,� � � �/� / n �' T � �A/ r OUTLOT F �, ` +r�- '^ / ` \/ / - '8�' C2 1+34.26 300.00 238.06 S22°43'5&94"E 45°27'58" _ ENs•INEERI!.K',DEPARTMENT 5200 12 � 6,��9jV L3 3+72,32 122.34 S45°27'57.88'E i i...^ / C * I C3 4+94,67 275.00 217.43 S22°48'57.17'E 45°18'01" . o V C4 7+12.09 150.00 198.09 837°59'51.44"E 75°39'50" 1 O REMOVE ® / rIl yy pp I ^ 0 _ \ ' CONCRETE L4 9+10.18 109.59 S75°49'46.41'E V O \ WALK .RTEMPE i i I r 2005F \ ruRruRouND 710$F Bentz Court 1 Number Bladon Radius Length Line/Chord grection Delta Angle sN331 ;1f�1€ A `+9 I i L5 0+00.00 277.85 N46°09'16 70'E 11 Pond#1 f � � v lise�I i 1r6 i S'6I1 11,0 4 o�c' s c su {I A-i FAWN HILL RD O O it 1 i 1010 $ " 1010 R li i ,� LVC:249.35' B E N TZ COURT �I a LOW PT STA:2+82.27 I...,., c !s!I LOW PT ELEV.973.44 PVI STA:1+57.60 0 PVI ELEV:977.00 1000 _. i I _ 6 0 loo0 l000 0 l000 K:34.18 LVC:50.00' q a51 .l I. 91 I m LVC:103.18' LO N PT STA:1+28.94 n rn •70 LO N PT ELEV:9711.71 t`I 6i 7Sa iA LOW PT STA 0+36.91 PVI STA:1+53. M a 990 U> L PVI STA0++58.59.99 VI K:31.•00 1 �-ax LVC:196.27' 990 990 990 w PVI ELEV:.:7.26 A o m m �u Pedestrian Curb Ramps \ LOW PT STA:5+06.72 K:14.95 ; mom Page 1o'5 LOW PT ELEV.,968.41 g(� PVI STA5+07.60 n c 7 > w ENCINEERINa DEPARTMENT u 5215 eNsn. .. iri U PVI ELEV:9fi7.00 >. 980 4 K:34.04 6j 980 980 w . 980 SEE CITY DETAIL PLATES 5215A-D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILSo� -2.�°6-� 2.9' 970 w� 970 970 .y 970 PVIS:0+00.0o b w PAE:968.43 960 960 960 960 m =a 950 950 950 pp �pp 950 m11�) .a c g arp oq m a Q „$ o a rq out R `t R t°44 cis ^� rnrn rn mm mos ma o' m mo, rn m mo, rnm mo, mm mm O1 m rnrn rnrn mrn rn m o' rn mm rn rn Pm °'4n mm wa, m m rnm rnm �m cT o, rnm rnm rn4n -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 50 25 0 25 50 100 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY J AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY onO AND ALL EXISTING UTILITIES. RS SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN _ ___ ____ __ _ _ _ _____ _ _ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEas a�q� STREET PLAN DRAWN BY _ _____ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �r F,k --- -------- 37865-001-200 TCW _ - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA ai N SATH RE-BERGQUIST, INC. CHECKEDBY - INDEM NIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN; FAWN HILL 02 RSM --SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATEL S' �/� DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING i° �� MINNESOTA H P HOLDINGS, LLC. FROM ILLEGITMATE USE ROBERT S. OLST ,PIE CNFRS P�pd`' 11 06/14!17 Date: O / 7 LJc.No. V��/"L8 1. ALL SANITARY SEWER SERVICES CONNECTED TO C9D0 MAIN SHALL UTILIZE AN 8"XB"C900 TEE, C900 RISER PIPE,C900 BEND,TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. I 1 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB,EXCEPT AS OUTLINED ABOVE. 3. WATERMAIN SERVICES SHALL BE 10"COPPER Z 4, ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY-WRAPPED AND ALL BOLTS USEDS HALL ua. I BE STAINLESS STEEL - e�- 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 8. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 1 y 7. WYE LOCATIONS TO BE SUPPLIED&VERIFIED BY CONTRACTORS.WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. w. \ 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE \- ------------ -I {' �D. - WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. s I yi N o ary I I 3 ,\rr9�4J/ m m° A I 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER d ISI a, m t0 I m7 �.�ejea�.r� 4 +I O+ �s AND WATER ARE IN THE SAME TRENCH. OUTLOT C 4 I�I m xa Cat I e' I I BF �( T "/ OUTLOT B <p 8�6 `��\ ( + SFT 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. O rF 12 ALL VALVES ON THE VALVES SHALLL BE USED ON TAN FOR THIS PROJECT SHALL BE GATE VALVES.NO BUTTERFLY HE WATERMAIN FOR THIS PROJECT. OB 13. THE CITY OF CHANHASSEN CURRENT'ENGINEERING GUIDELINES"AND"SPECIFICATIONS° e3 14. INSTALL HYDRANTS 5'BEHIND CURB(TYPICAL). 3 1�'\\ m \E4 '� v \ 1 �\ m• • \\l / / �'ag ea. Y \o,m \m\1\ $1 I 15. POLY WRAP ALL HYDRANT BARRELS/ OUTLOT D \ \ \ \ \ \ ¢ \ I g �� \ + \ \ 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. sTo \ r 17. ALL 4"-12°WATERMAIN SHALL BE PVC C900(DR25). A,.\?fir // �t / /nR \ �a„ I ALL 16"WATERMAIN SHALL BE PVC C905(DR18). 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS \ �'t \\ T FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS,&SEDIMENT W^ \�\ O\ \ {"/ 7 ) / * -( +�r FEs I INFILTRATION.BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED&ACCEPTED BY THE CITY. n 9 -0 19. THE CONTRACTOR SHALL CONTACT THE SEWER&WATER DIVISION AT LEAST 48 HOURS PRIOR OUTLOT F /// m ,./`� I >• TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 0 V 1 14// / 1 � Q 13l \ I Ir ® OO \ REMOVE CONCRETE WALK\R OVE FAWN HILL ROAD BENTZ COURT 990 \ \ MH 2 990 990 990 \ STA:1+50.7 \\ \. RIM:979.6 MH 3 STA:2+58.0 \� \ MH 1 RIM:978.7 980 rarT \ STA:2+75.7 980 BLD:15.3 HBOE-9808 RIM:973.5 MH EX7 980 980 NT E-e765 BLD:12.7 IXi3iwG STA 4+15.3 MH EX6 onoiwmo a D vE RIM:969.5 STA.4+87.2 T-971.2 - MH EX6 T-9725 srortu caawo 71.25°BEND HYDRANT "-- "'- _L BLD:11-8 RIM:968.4STA STA 1+48Z &'VALVE Nr,w,r --� BLD'11.9 STA 0+00.0 - r.a,on 8•.6'R D 5 970 STA 8 22+ seaasnrio. r.Nw.r e4nz \ RIM:968,4 o a STA:2wi s T-:. ataxN \\qp�o - 970 BLD:11.9 0 8$ 8. •.8'TEE na•aaxo s+ese is v -��- 970 -' 970 E p sip G$w °' SWC K1t1 W cYex.� IT _ - BEaENnrN.+ 124.11 c�R35 _ 8"C900 PVC 960 z 4.g2% a o. PVC SDR as 960 960 a P c soR 35 N« 960 m s 1�7LFV2,Og% -8' , �� 182.1 LFGZ °W eri.Beo Z viu LONtwio1 UQ$ rno 7/8LF@t95%-C SOR 35 V) 8'PVC.8DR 35 � g•pVC SD2� � 1128 LF@044% u1 759 w2q 950 �u u� Zir�iy J > wZ$ p$ _ g y z 950 950 z 950 940 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 12+0040 940 940-1+00 0+DO 1+00 2+00 3+00 4+00 NpRt� EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE 50 25 0 25 50 100 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING I m m 6 m iIII 6mm�m m m m J UTILITIES BEFORE COMMENCING WORK.HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, DRAWING NAME NO. BY DATE I REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN _ __ ___ ________________ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 Eas 3u _- SANITARY AND WATERMAIN PLAN DRAWN BY _ __ ___ ______ _ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o R�Fo - --- 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. u=r N SATHRE-BERGQUIST, INC. CHECKEDBY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. FAWN HILL RSM SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �j ,/, S• J-� m , y 150 SOUTH BROADWAY WAYZATA,PAN.55391(952)476-6000 HANHASSEN,� 3 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING r--Vim✓1 `.P MINNESOTA DATE FROMILLEGITMATEUSE. ROBERT S.MOLSTAD,P.E. _ _ �H t`' HP HOLDINGS, LLC. 11 -- --- ------------- 06/14/17 --- Date: w ;/`-' !�7 Lic.No. Pr'P � x / STRUCTURETABLE STRUCTURENAME DIAMETER RIM BUILD INV CASTING NOTES TC:972.1 TC:972.1 2 48.0" 961 7 5.4' 9563 R4342 DIVERSION WEIR 980 BLD.a T 980 / BLD:7.9' //�-_--- -i / / \ __-___J12A_:Z..X_3' 3 46.0" 972.1 7.9' 964.2 R3067-V / - / \ i�'• - ,,GA Thti / ` \ ( ----'"',/ / 4 48 0" 971.1 6.1' 965.0 R3501 DRIVE OVER CASTING Z 5 48.0" 971.0 5.0' 966.0 R4342 /�-- ��"��// `�-V • ._\\ 3a�.e /�//// /i�l //� - /1 /- - - - / /, 970 970 6 48.0" 974.5 8.0' 9665 R3067-V 29.3'-17'RCP wuwi�a 7 48.0" 971.5 5.9' 965.6 R4342 7 _ - I1 C5 @ 1.03% -_ -__--_ - 0 rm B 48.0" 980.1 6.1' 974.0 R4342s 960 RF$59r 960 9 2'x 3' 972.1E9.67 R3067-V m..m 10 48 0" 979.7 R1642 --R M .,c$IRGzzzzN11 48.0" 985.0R4342 I i -/ _ J VE.,A4D vNN.N- � _ - I vE 950 950 R4342 3vLLIREM ISG _ /-`�1 12 48 0" 981 1 mI I �iciuR�s \ t _ I - O" / I i) / 945 FES TABLE /\ I - - + I 45+50 1+00 0+00 -0+50 Structure Name TYPE SIZE(IN.) INV C.Y.RIP RAP NOTES 1 i _ ,eno- •Bis s I �. ( - --� �_ GF � + ' ;-1__-_�,�- I / I I � 956.0 12 TRASH GUARD X_ 1 13 FES 24 9564 12 TRASH GUARD 1p 980 980 \ J' I F y / 6'APRON H,; TC:961 1 970 12 CY CL.. � TC 96 970 BLD:4.a' TRASH GUARD DIA RIP-RAP DBD 5 CBMH2axio a � 9668 \ v 12 e _ �°o /// UT 960 F m^ 6 1/r 1 960 - - 960 FENCE 1/(/1 REMOVFE335 LF SILT I 64.1-24"RCP .0'-24"RCP CLA@0.47% CL4@0.37% r A 950 m n. 950 ITp) 3 I I m n m (�"( k�/�9 WALK \' K •i /'I I 1 m m m m m ��w�RETE v / A 1 z z z \ \ Q \ I �� \ V / I I z T » >zz < 940 sao -k 1 1 / / 1/ l' i l \ -0+50 0+00 1+00 2+00 1000 - 1000 1000 1000 1000 1000 BLD:45' TC:980.1 LT.97 5 990 C18'FE£�tTi 7 IH 990 990 BLD:6-1' 990 990 990 TC:979.7 H BLD:5.2' - H TC:971.5 TC:971 5 TC:972.1 sn H BCD:5.0':971.01BLD:59' /"-- - DI Cg59 BLD:7.9' °"'o TC:972.1 H arouvo IA:4 s'» 83.4'-72'RCP BLD:7.9'" TC:971.1 980 A: �» 960 980 Tc:974.5 ewsrwa °fO1M1° CL.5 @ 3.79% IA: BLD:6.1' BLD:6.0' 980 980 980 _ oasrwa DIA- 8." / DIA:48 -"' caawo 77.4'-15"RCP v H - -_ CL.5 @ 7.75% o m TC:967.7 970 BLD:5.4' 970 970 161.1'-15"RCP u4 voi z z 4, 1 DIA:72.0" - o 0 970 970 970 a a - - 6'APRON IR W �- 78.8'-21"RCP n CL 5 @ 434% m rn N fV 12 CY CL 3 / �. ams CL..4 @ 8 27% 4, 30.0'-12'RCP RIP-RAP 10D.2'-21"RCP -,-e187 6'-21"RCP zzz L.5 @ 7.33% TRASH G ARD 176.3'-21'RCP ,FEE39.1'-21"RCP ^ CL4 @ 0 57% CL4 @ 0 50% N . Z 960 60 Oo4 mo ow 960 0cLa@1.28% 96 $iv 960 158. RCP uui CL4@3.52% >> wmm Z »» » zZZZZ Z Z zzZ 24.2'-24"RCP CL.4@1.24% 950 950 950 OMO N N� NN NN NNS NNS 3+50 3+00 2+00 1+00 0+00 -0+25 m m m rn 950 950 950 -0+50 0+00 0+50 Zzzz N N N N 940 1940 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFANYANDALL EXISTING 50 25 0 25 50 1D0 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY -I AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ■®®®■ AND ALL EXISTING UTILITIES. 46F�, SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN ___ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ill suq` _-_ -_-_ _-_ STORM SEWER PLAN -- --- ___ R O R DRAWN BY __ __________ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � Fo - - 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. wcl p SATHRE-BERGQUIST, INC. CHECKED BY _ _- -- -------___-- INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. m .... m 150 SOUTH BROADWAY WAYZATA,MN.55391(952)476-6000 HAN HAS SE N FAWN HILL RSM ---- SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s- yj/� o T DATE -- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 1PN �� MINNESOTA HP HOLDINGS, LLC. OBI14/17 ------ FROM ILLEGITMATE USE. DeteROBEROT S. r LSTrAD,P.E. Lic.No. Z�L1"L8 FRs P`"? �f 11 i N HOLDDOWN DETAILS y J H FINISHED GRADE PERS \\ SS GRADING PLAN _ \ \ , \ \.,\ �\ \� \ -_/ / / /i\ // / J` - O N EB GARAGEFLOOR "-.` \ \ \ "\ \\ �.�-\ / /� __-_- - _ / .,� / // // /.�.�- �_-.. / W T _ 110'I 15'I 3 0'BELOW GARAGE FLOOR _ ^ V ♦ -- BF/WOELEVATION \ \ \ '• s s \- .1p _ _ / / / \ j /GRND ELEVATION AT WO(XXX.X) \ �\ \ \ \\ \: vOQ / \ ._ _/. \\ �-- /// _-._�' / \\/ / ASOVE CURBD. 2: REAR PAD ELEVATION V A\ \\ V v sy2 v -- / / TOPSOIL BSM,FLR s7: s I \.�� •vsz_ , MIN. • �� \ � � �.\ ag2 �. \ Fagg 1 �� -- - i' / -_�� __.i ��--'\ - ._._-___--... / i a; \ 12 10. 60' TING80'PAD \ \ \\ \ \\ _ _ (UNLESS OTHEF'WiSE NOTED( \ \ ��\ \ \ \� ` \ - _ - / - - I '.I \ /� - - aBo/ F-'R M .%ST \ \ or s r \ 8 R-.41Jp WALKOUT(WO) \ 'OU�LOTA\asg I I \\\\ a> v �- v. -OUTLOT-�r..- REMO EXISTING -,7 __ -._-_ _ 0" _ 2 TILE FINISHED GRADE PER bUZOT6_ .fie/-_- _ M1 m-I.-.1� I CTURES - -� ) /• -tB / 1 j S H GRADING PLAN \\ massa \ \ R M SS GARAGE FLOOR \\ W T L 3.0'BELOW GARAGE FLOOR - 110'I 15'I �' \\ LOOKOUT ELEVATION \ ` aso. as2 - GRND ELEVATION AT LO(XXX.X) a` \ e7o A REAR PAD ELEVATION CURB 6.0' 3:1 MAX Q `\, \\- _ �� .- o \� I M!!1\ NI\ \ 1y.. \ 'A \ \\� - cri N m \N )• L,� J I j TOPSOIL BS T F R _ \ I •�y � � �0i \ _ _ I ` / 25• r 1e' 1a �O �(a- OUTLOTD o g 50• 0 ® � 2p,O o•eU �� \ss2� \eas � �c l 1 \ \. \ 1 V E� ✓/ 4 z lz� 1 11 / O +V'O. O O -,�I ?o•' U FaFns O� \\ II Cam \ \'/• ' i \ \ \\ \\ / / \\\\%'.,__/ / 972 C/' a''C� / \ 0\ P 72 r 7 ' .. q1 -441\I ljIBo'80'PAD '_T (HLESSOTHE-NDD) / 9\R ; 1111 LOOKOUT(LO) �O E O Q: O _ R�ypR/ \ I' _ _8 \"LC \ •\ ``. L II/i 4 / gl/ /b o 9)4 / :^y ��4 �r: /_,aFP S \ Q / OUTLOT F °e 1 .lo R M H FINISHED GRADE PER .0 0 0 -- \• \ . L6z ti _ �\lCm Pip 0 N SB GRADING PLAN O W i EL GARAGE FLOOR + r Q` O ® Q Q \ , PE�� ..�c � S" . . � .335 LF SILT FENCE �•� ' / I !I 1/ REMOVP FE€ 110' 15'i 3.5'BELOW GARAGE FLOOR Q* 0 13 `� / '�� , I +/-3:1 /.,. Q' _; \�'l _, /' 1 \�'4 '\\ 9r�\ '4�• // / \ Ma IST G r) !Y \\ Eaf \ \ L+'. \ 176 MIN \ ( 0 K \ \\, \\ \ '• \ _ IP- P CURB I 0 _ ® 0 I/ \� ` \ gNk °s // \ / / \ + ' GUL RT \ 'l ��a� VE %h \ 12 /988 \ I �. 8.0' 1 O \ Q b2jo WALKE R OVE \ Y ice' /19681 \ ��\ �9 I' 1 TOPSOIL , 'ir 0 BSM FUR 1 + + op 25' 25' 10' I .. Q .50* 00 60' OUTLOT E \� \\\ ;\ \ \ \ 96Pond#1 iit (UNLESS Q� `\ ` \ NWL-9ENSURE FULL BASEMENT PADS ARE DRAINED 56.0 \\ \\ 40 60-PAD Y OTHEWNOD) OFULL BASEMENT FB I / 1.GTRADE 998.0)BEHIND EACH HOMESITE IS THE LOW 0' Q Q \ _ I GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, 0 0 \ � \\ \\ SUBGRADE SHALL BE DOWN 0.60 FEET 9 2.ESTABLISH FINISH GRADE AT ALL 10'FRONT YARD UTILITY EASEMENT LOCATIONS. 0 ..- \ "-.�\ \ \ `'.\ \ \1 I I I ---V_ 3.THESE DETAILS REFERENCE A Y POURED FOUNDATION \ \\ / I I I , \ i /I \1 p I WALL,AND A 0.T DROP FROM REAR TOP FOUNDATION TO / \\ \ \\ 14 \� c3 GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. J \\ J 1 / // / ✓ '1 / / CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN,AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF 9.DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED,IF YARDS ARE THE PROJECT. ADJACENT TO A DITCH SWALE,THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 3. BEGIN GRADING.TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION 10. RESTORATION-3.5 ACRES TYPICAL LOT DETAIL PERIOD AS NECESSARY AND DIRECTED A THE ENGINEER. A. RESTORE ALL DISTURBED AREAS WITH 4"TO 6"OF TOPSOIL,OR EXISTING ON-SITE ORGANIC MTRL _--- B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR EWER PB SEED MIX AT A RATE OF 100 LBS.IACRE AND FERTILIZE WITH DENOTES LOT CORNER 4. INSPECT PONDS,SILT FENCE,AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 20-0-10 AT 100 LBS./ACRE. ELEVATION DENOTES BLOCK C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS ATA RATE OF 100 LBS./ACRE AND DENOTES ADJACENT NUMBER 5. STREET SECTION- FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE.(UNLESS OTHERWISE NOTED) GRADE TO LOW OPENING / 2.0"WEAR COURSE D.ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. (50,TMP') DENOTES1' REAR OF PAD(80 MIN) 2.0"BASE COURSE E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT.USE WOODFIBER BLANKET ON DENOTES LOT BUILD 12"CLASS 5 NOTE:ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT ALL SLOPES 3:1(FT)OR GREATER. NUMBER DENOTES BUILDABLE 24"SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS. PAD AREA F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET DENOTES GARAGE , - 6. DRIVEWAY SLOPES CONSTRUCTION IS COMPLETED.REFER TO CITY DETAILS 5302&5302A FOR APPROVED DEVICES. FLOOR ELEVATION 1 DENOTES BASEMENT G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. aFeaal FLOOR ELEVATION MINIMUM-2.0% BLUFF CREEK OVERLAY DISTRICT MONUMENT DENOTES SPOT DENOTES HOUSE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. ELEVATION\ L�p' TYPE MAXIMUM-10.0% OF i Wt 6 / 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE,POURED IN PLACE DENOTES EASEMENT - -- DENOTES SETBACK 7. FB,LO,WO PADS 3:1 MAX.ALL OTHER SLOPES 4:1 MAX(UNLESS NOTED) CONCRETE,MASONRY,RAILROAD TIES,OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL LINE 'J LINE 8.CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL CONSTRUCTION. DENOTES LOT CORNER 4 RS\\ ELEVATION 12.BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6'IN HEIGHT. DRIVEWAY SLOPE&ORIENTATION EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE (PER GRADING PLAN ELEVATIONS) CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 13.A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS 50 25 0 25 50 100 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ... J AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 14. SILT FENCE: BEFORE GRADING-1055 LF SCALE IN FEET AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. BASE FAWN _ __ _ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas sU,° FILE NO. DRAWN BY _ __ ___ ________________ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �` Fo -- GRADING I N G PLAN 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m p SATHRE-BERGQUIST INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OFALL RESPONSIBILITY. m ' HANHASSENr FAWN HILL 05 RSM SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �j 5' �-� � 0 150 SOUTH BROADWAY WAYZATA,MN.55391(952)476-60W _ DATE --- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING T- 4� MINNESOTA 06114/17 - -- --- ----------------- FROM ILLEGITMATE USE. Date: S. %�ST(7,P.E. Lic.No. "L�I-JZ8 c�FRs POI, HP HOLDINGS, LLC. 11 Z ---- I \ _ lJ )--'I ^ 'I 0 -DUT__` 978 m-I}^.I' LL.LL .y 10 $ / I _�.3 ,`C\\ U \��eXe�ter\ 4 a _e_ + e>s I J 1 ', / °o°°o°o° ROCK ENTRANCE BERM �TS — x— /'g e / \ OO / ------ SILT FENCE —i i � vt 1 y _ � ,I ~< •rF ' _- 11 I I s •� i _ - -- - +- OUT I c 7- p11` - INLET PROTECTSON \`\ `t'_ � _ s .... L � '�) I c �\�` v / \ �o"' 1 egg \ \ _ � „,oro( �1 / \' �Y 1. \ i•'4�°a / � � OUTLOT l i mss ss se \\O� ( eTl6 \� 2p0 pB�F _ ' .I �� I '-o"`/ �\ \\ �zol \\��i\ ?a _v6rx ® (yam ��'3 'U ff -./ -t---'c- -'yb\ ".-�-k'�- eo ❑3\ \ T i o, � �/ h � II '1 I IIII i �a \\/ 04 I �+ 1 I__ ( '�,i� I ) ® BLUFF CREEK OVERLAY DISTRICT MONUMENT �t a 0 � M: I ttQ22 � :y r ti\� i --y ;f y�I // l �+ �y ,y, °69 12 \ ��m�' oo d yTu a>? - / v / * / I i �,y) j/ 1 / NOTE:ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST O 2 \ I I ) BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY O O ._ -_- �C I + / UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. �+ 13 FE ��\` ( \ i "A i�/ / v",\- in.coE �� 1 ;W,` O \ \ 9\ \\ 9T" t ' \ \\ \ \ \ I / \ ------ VDrid#1 I I \ \ \4o' \ \ \ NWL-956:0 \ \\ HINL 958.5 \ v O �-__ `.� 1 1\ 1• 1 I �!/ I I 1 1 I ��/�1./,./})J/ / // � o 'l l ) t cal EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE 4 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 50 25 0 25 so 100 AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY . ®� AND ALL EXISTING UTILITIES. SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN _ __ ___ ________________ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I w`cas 8U4,L EROSION CONTROL PLAN DRAWN BY _ __ ___ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �� Ff 37865-001-200 ________________ TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w oP SATHRE-BERGQUIST INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. m 0`+ RSM SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S -j� c� o ,,,, 150 SOUTHBROADWAY WAYZATA,MN.55391(952)476-60M HANHASSEN, FAWN HILL C7 _ DATE --- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `% `sem MINNESOTA 06/14/17 --------------- FROM ILLEGITMATE USE. ROBDS1eEROTS. (�ST,/4D.P.E. Lic.No. "L�I-/-L8 CNFRS P�°'�2 HP HOLDINGS, LLC. 11 - �aH4xrs soul aE aow MEDAwoN(snowx)aA ->< NALEit 611PFR CENIURAN-1 �vY . - ®eN MMIC swxi•W M n1 HYDRAY7S t#PRE APPROVED BY iwE Ott W a9•�w•�a _- Y' + - 'c 11�t1c� +ni Mi ro M� 15- a�x xAuwr rMu sw a ZI u e- P Y+ Y J-_I Cac:...:• L-. s-c vaa+m s+xxas xm« -..,. • M x ter fvaa a tssaw M•A ••-.• '.... •+••1•na�'aa, _ Y B' S ; ��-- � iv,sra ixr ra•+.n _ 9«' �� r srr r ' YPe �••'�' 4___ _ /a•exw � - •_... M•.,xaaam Cpw a enm MM I-11 a/.'ewe. ++ru+•-s-I.s•-aem19• � ��w µam 6 cC«e ave , rsa o•.W w�061+W Ne IweyN mhi+M+ '�sa oo.W vaw i � 4ay At • vw. • x.•.,. '.�C9K me � I : •+a x..:e c. .�� y \ I i 1�_�i_e•e ,.T, ..v .h Tfl° r W +Cr I n•nai __.•rwl nit•-M- \ - _� I �� ','. --1^J i rx�w•r w x N i Mwwrs%.^ene'r"n - `�� K I «..Ys�..wmtW � :, my awu n: - �.. w 1Nx' p,s.:a� �` 5o I ��.•w a re.r I �mx eoea•ol� 'E a I r Srra '� � s�mr0�-�•M� C 4a raw Asp+r+/� . .-. � wat>x X OeeCr F2IIllVu tm m C�'�•t iN�r s�v�o I mwe o w.-+. ..,. I put W6W5 I'ui+•s®A., �ye'u9�DvNeo were ue �� eAoa v ta el-w.d e3J r •xe a�lEw+Q �g - I �� ^ _- ae uva,e-.ws •-r.. .. b. �./Y art ' wort uo+ �m �reeers•o• 1ee+e w .r � _ > .. m evs m mown m I�A1 tl�•mo« . �m`rs,w.y,� I !•_- ar w x.Maw .a — t c e•P"o� , I -6 ® if 1- n a e•r•.,e Ia.ma.,a i .aw A sy •m,x..��w x_. •..,n+n a» w�',o` '�""m aN.e aPxe`x� " �'d.tr,,., „ e-m=.+e-:da�,o.+.elb. <-cr»•:'. �max, Baa TYPICAL b& ®f TYRCAL GATE VALVE MIN TYPICAL BUTTERFLY VALVE pIdIpaa CONCRF-F ��CI�Ly a :Y'RANT ((WW1144[' AND BOX INSTALLATION WIR AIR RELIEF Wl� THRI'"'- 1O68➢eMGfl I�� UII OF Q� AND BOX NSTALLATIOY 1®IiB S.A_I All^\ OEM ." ra ax>zR}1eMANHOE E '._ xc.xCEIeNG OEPARfYENT �"" 10D6 C`::xCEx16 DEPARTI T — 1007 fnGxEflale OEPMt4mrt •�:` IOOB .. L WG.Y-ER`::CEP V-.. IC'':. MINIMUM FEET OF RESTRAINED PIPE REQUIRED i2F Y:2b'fW'� .na In.a •'-`� r-.•.>n ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE _ s•i�++a(>r t� �+ «��,�,1).q INCREASE MIR—LENGTHS BY THE FOLIOwINC �Q� O•' ,x-acn AMOJNTS f RPE IS wFtAPPED R POLYETH ENE — aac-w_aw•a 1 a ova•Taar Q nMpwt 3aaEew w e+w�(-M»I p1°`,- xXti(: _ SOS WCREASE E ALL L BE END6. 20S INCREASE m ALL BENDS ' M1ap gn«,op E'peace a�-� v •chi i e' rsr i.V _ - v . r:''l'v 9a t2 u bio Ua P2 -e p,p ns NW Flo bh%.w W,[F psis ___I -.._ p § •w�tamx i r•r r -�-� IT-X .I M✓ r'•.ua ra ar as x _ _ _ 8 n ��(I--T'�� PLAN VIEW 4- 2 3 8 18 2 3 B 18 1 3 6 17 RRuuCC Ammon �•-rr +� oa�»-a 6' 2 5 12 N 215 11 25 2 4 11 25 ate,m A -� XtYL72 = _ r--�—• a s� 8' 3 B 15 3{ 3 8 15 33 3 6 11 32 aCa�ese>oC-a ses We sC.s+/t xFr rm• N ety LM,s et[cwn uvv r��,µ., r 8 4 9 22 50 a 9 21 48 4 6 20{6 aT SO•TP Ma.9aP' ,/{'7fe I, e'•�aa yr n`-1°iv`au ni•",,s,n ^ "� 16' 6 12 29 85 5 tt 21 63 5 11 26 61 —�I y,xrz+Ap�6 t" y`d I � s 20' J i5 35 80 7 14 J! 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Ides/ M+xr STANDARD a QffffeeL� I. WER I' MANHOLE Q� REQUIREMENT FOR DIPcalm 1E55 THAN-6'D'_Eo) SANITARY l� U4NHOLE ��MD��INF��T $AM TARY$ERVI.,L�* Q� MANHOLE ENcxEEawc DEPMRMENT d 1009 ` 1010 - r. =PA4iMFNT Nc2. 2001 VONIR913Id1 (GREATER THAN 16'D_cu Etl(FIFmYiC . n,ep ENGNEEPoNG DEPARryFM "x11 1011 ENG+xEEP+NC DEPARryCNi ax 2101 - a 2104 , ___-_ ( Fsa.ir Str•vep•t -- �BOir 1 - .mva Yee •'V�Ian ._ _-.':C[,i � i�'{'mow m Scrn+w 2J9e0'a`e«aa.+z. ,- I zr I-1=L ,� wec IPP w wEusr K vap .a /\ •, { \.">„cs L erl� o.«+a i+f+ L 7ee-E�a.a•9.�..pa«,a_:. a m�e e9lwrp as _ ..x.we RnA nAt6(me. e w-, vAxs4PnsP5 5£Auxr ax m.auA eWxse ACa ttrxa � � u� 4 llpnlMN Sm• 1.— taxn•1• f-Ma]I,- Cd[YCI+O iY ,. ^"Y '+�-•*+®"g`- - PLAN OFF COVER euc.[z uo smsnru .; 'j e•wx.Y•cew: a P 1Y.eea R-,a-a IF.ew.s:. _ �vcx ona z+n "` ••`c W 6ae• r e.a��,.xY a.7 __ xa Ora I- —I .K.. :r.Me.a wao2 I �•C"R.Y° w a xY"vm me m;.- �s e v �mac —H—It I R 1• I ras,.e,u..l.•c..�a Y Oa.r i•n(2 CPS BM ,. rM'sls 21 I iY � gad ei]ia s-i�[9r�me ivT•:��. P Y-uen£U'A � —M'- �x•t '�[�x�ICs L', �� - 'P x SavOt vpanea > �B,vruHw C9�r4 SECTION A A - �� xNs ox I Y rr ��ar. , F , • seew. > Avnprwrwrs c. Pale xort.ra-x SGt evaN Ra.x: 1 _ pcixx]+CC 2Y a �/ SwiMY Eawme c•x,Y•e^• e9Trwn rca x APpxaT9 EaK 4s wnsE xa. AX I f"�j •w., -x,•••tel• .:ext sTatenwEs oNY � • - ,o T....`—. x w4rwrlwr MNwwle 4. t- . _— „- - m eAs<oB e.cw cer • "` _. r • -' a �,1b�-•��., e'mpi xX Nr[m ns[wn x - 4e' B•'9 9d'a 'xe'Km+ftentrae Cama eo.SIm SLIXIL'!EY [oa][RA9 s^+N•Y[• ` -e f11xo¢F/D.vSTxG aN45 Sx.LLt sE 9Tio / .. r i d v`lim w'-a i•'u•io ' n a a � �a�a•um�mn I xrc [A5, rANc + F 4C91Rf5 SF/]AVl AMHOSFD EWk.l 4 +M�` •: � �2 a a- 1 CeSnxf.91pAD�ffiI tRES�YAI a� �r sa + - Musts S+wl aGVIS rS'w RMCS iw[r<a �iu,e. '� r,r-m.r•�uw a I ' i. K4R Y7S11L'Ox ttY a OTF SEC9b.Aeo iF]SAM SFAL a rXU SHvS x0i RruerlFD LO H YSEO d A.'_ a6Mowaa[n i r'�-•w o,a/�m r»- y a:.. 101 ,. _-.. 3 xJr m 6E xSeD wCx n.EM AVE No to YUtE M.W+e-Cf Qff! WATERTIGHT MTQF Q�[� G MAITI.G.E +na;snw.Rv�. m+cs E,wwleww Bepp �p9Ip 4B'DIA SECTION MCT IR MANHOLE Q�QF g 1 CMUF •, MANHOLE CASTINGS OP SLAB �1m1� Q� MANHOLE Q 9ARRIER Q � AND LJOS DETAIL %E' ru w.cp mn:: Ee1c8iRRe1G OEPMIIENT etas 2107 ,sy2,_w i•'[NT °''`•-- 2106 xD_.210EOEPMTMENI 11'•1- 2711 ENGMEEICNG OEPARIYENT Fu 2105 - avx:r'e DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TCW INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT gERs 3&R� DETAIL SHEETS DRAWN BY SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE p� Fo 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. e CHANHASSEN, FAWN HILL O� SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ,�/ o ,,,, 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING "� S' y� MINNESOTA DATE FROM ILLEGITMATE USE. ROBERT S.MOLSTAD,PE. ati dHP HOLDINGS, LLC. 11 06/14/17 DBI.: O 7 Lia No. Z�(-/Z& FRS PVP Comp«tep Xat'w ii Camp«te0 Nollw Flt Ymera.campactaa m I upt«a1,cpm rb m SHOWN AS TYPICAL Ey SR of Ine St�tpn0 SS pl the SIpP ti y=p� _ «ta Mrwty/ Pr«tn 0 - -7 -- -- — —I--- —�,� ..- 6 G«aete ENr 1 PLAN IiaFbMbr�W"�ew•aa)1 � � Tr irl_7(.iN _ — I- _- _ _ �. wep"am.4 ...-r..v M - ,Wppr J,N.zirler Y ` Nata.a G as p yan a o7 q' RSoll IM IranN Noe pB Few.w - Ito b Ne"° �q,a�e. ®carapa°��n.m ma,«aiBsa waela � � - �I..N.��n er —�— � �i t^� o'�ea•.ae va.:e.•.«• 1 . R mots° ®carrmaat«pat w YNOe.t°° oifau.ap„IP.w mv.r.t.I I / 5EMIM MEW �r i'.'..a u. 4. :e•<x � _ -_ .�,.,...,.a.� ,,., ra Ufa• I. —1,� �~_ __�-y� °e•e. >e.o YNU01 J1A9 a3 i 31saa, rA:Brvm w e 6 b t°«e1 3'mow, 'I v ewte. ®YNDUI 314B.Mf N9St ®1e'O0i JtIB.zB f v ue°hc+va.rT f..�t°B-se.°°e°`e� -•eW wYw. '>m. 7 I SECTION c.e.otnB w:cmatw.a wa nat cwtma n. .n PNppi JiaB� m a��aoa« pPB. e,N,\w.rrN '°" ae<a Fvtgpla twmml:aa aaetara Ne , a,„e,,,„ paa�N .w� Qnm Yu1—10eirr°wry a.aBq : re.�•�,osnA.we.ra ryw:e,.w „,,,a °,°'�u �o a Jar .N.e"r,.W."""".ea`r.°"m.:°." 'fr.",1 `..a' i .e.. w,,.e',„,C"'°•",e” ,: a rwA„Pr ar.,s 9R:°loan==11"!,.wa.K exp.eYNr. a T. m f«ra•m •�. .::- ,:.. mloAc,m sNa PAsi m,Bol Q BPc _ nva,a t...fuw. Fp a 3 NaAA,a BtNL owrw Ar aNa1r. l PIPE BEDDING �� PIPE BEDDING _R �� PIPE BEDDING 6TI9�F N GOOD SOILS I� FOR P.V.C.PIPE QRS �� _. OOF QiTUF n f IN POOR SOILS Rum RCP&DIP 1� � �� '1;,ULATED PIPE CROSSING � � �� •° ,.yy_E aemrz.e r a amen.e wn a ,it iwA.aaec ova, ENG.•:-rPx.'.DEPNiINEM 2203 ENGINEERING DEPARTYENi °O 2201 ... O,WNEERING OEPNTrYENr 2202 UEPMTYEM Ct PLAN A tewa vis cuRB OPENING 1 aP' � %� �3�� t�r Y a I�be 6o.m F °¢ar LIBIC a w w s°°:e v,P.TAP �.1Ae1 r' Y e 4ae[re F (aar�'re w+w s.. y vus m.rtra•f[cmx °w a wnw t-e�aa••..,,r.a r. RECURFD OtMiM1Nt ru cur vp.c a N Irl-r-r-Irl Ja' � 4.Sa F W Eau ;:NAETRIC YT' , °"•"•.• - i IM: A- \ -, T{ •, I -'rIr B�e�Ap PLAD n Tran eae s :,. .,a.a- .-:..•m_, .,, a....ti eK WIR CATCH BASIN 27"DIAMETER �r HIGH CAPACITY .-� (MOF MY r POND OUTLET qry p CATCH BASIN IN Y=tl Vf CUR6 COVSTRUCTiON ( S� �F�IYFRC�O�Fry �� 8'ORETENTION STRUCTURE 8618 CONCRETE CURD AT CATCH BASIN a ,:ONTROL STRUCTURE(,11pp��pppp��t�IpIpy r, IQMBAfOW W,-,H WEIR&DRAINTILE u.r�° ENONCERING DEPARTMENT 3103 l•➢M1m1Y! r Tp(,, -. :..4T'•.' ;'.r.-:h;DEPARTYENf 31f,9A .- - ..:..�.,;�,:-,. —T—__ 3109. .:,...,.v. r r rev-. , F1faNEEH-NC DEPARTYENl 3105 ter'•._ '-vEPARTYENT rta[c 3.06 . - at wt w YAn Kl TYPICAL BiNYNWS PATW DETAA T,IACAL BINYYl0113 PATCH ARUutiO CASINGS DEfNL .T 5�/2� .. _ r y l r (r`s.r d.•[r,-.T °fi .-na rnxr a.auw... t m tz °•.0 n m w to >! to za °T 1p 2 n N -_ ae�a4 w wfrs '` I•I t�rw AmKc 7 � y, o� , .GOR 2 �.,�,. � Ye• zpA (>rA1 Au � _ ;��veN.B r _ 1 r uaee,e oee ,r-aar J Av:aBeY Deae -4.0- N' v,nom-rmo -...i-.,: BAFFLE PANEL TOP NEW OF SUYP --N'rao - zas tz YN cissa,pml ursm rGCB=nrt B.Y Mboi w(•Sr Neta)) w,uc mn.(s ws,; �i�/� r T _ Y wau ��wtm�eoLT Fm a*,. Not to scale e.. Not to stole °•o°°° bpipefe�i 9: ,\ \�z Neoarr z�m�fAai,os Not to scale T�m� �r"Aa3 1i T� PATC G HOIES: P'Cw-N YS>EB: NT OETA0.A OY z Bao o;aNCroxo BcmM�h pa -�Anm wr u.cnwvc to HA.Nc r J WCn,mal�o'+wY tff AYw cur¢w,vaN w t>Ev rr era mOAsr � o Y stl �. e5 ^a` r I wgrvmi'r.i 91DE NEW OF SUMP .... '::ax oaa _ ucm - -� I •:a•Aaaea. - -,cw.�t- a..YB wan nav r dere w,tet oe-aau°th .-.. LBc[s(a rau e tra Bunt rte eor nu uewama ve eaa n-fw rgxm,ar o•va BNr a - t,w fc eaaYa yoM t u ax:nrraY recmaxvy et va aacT.'a^+'a mve urY :>-nyrte iM cArer -1r tc.a°.•i <,.�.-. u w - ,.- -,..,- r,:�♦+-x• .:... .. .a�°fi°°ae e`n`.®e"wrr mo®:a` ue«eP Y r•�Mt..ao'em.bn e+e rvrlw. mraaem eaw m 1at roe iM tau vwb xAam�r°�iemu r p«ee amq mu ufr a rowxar sr pate szsz b > ^`-• M b "- a an r �t,m�� sa eeaeae owi,r�°Ceen a nI a(F/S LWl 1Yla RJfM Oo5iI1,G naIXaESS itlR YC,K': k_u•.. B�B�yE� BAFFLE STRUCTURE II.�ee�� 7YFICAL �OPIRRMANHOI.E RE I�IiB I r,.�BB�� TYPICAL W=� f��peB� TPiCAL STREET (Mir A',KIA YPCAL STREET PATCHING momr11 STANwRo 6LMP=eArn,oLe w9ATFtF Yll� RESIDENTIAL COMMERCIALSTREEETSECOTON IAL LD,NBBIIfA eTRERURAL PATCHING LBITVNHWS LES OR MI � ET SECTIO:: Y1enuY4t ENONEERWG DEPMTYENT rue.w l STREET SECTION a �n n.,ta (BiNMINWS) 10-1e 1°''e" 5202A �:.. 1•, Jt10 atm ro-u En_INEERIIG OEPMi4ENi 'M"� 520C , ... ,. - .r.Tw1G DEPARfYFNT 5201 ., _-PAR111FM 5202 ve�isa FN(YiE£RNG DEPARIYEM :. _:: - 52028 DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TCW INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ¢ERs DETAIL SHEETS 37665-001-200 DRAWN BY SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE _�� °N SATHRE-BERGQUIST, INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w P CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. CHANHASSEN, FAWN HILL 08 SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ,J- ,,,q o, .... / y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING °fI S fP eRs P`P v�" MINNESOTA HP HOLDINGS, LLC. DATE FROM ILLEGITMATE USE. ROBERT S.MOLSTAD,P.E. Z�7-/Z& of 14 11 06/14/17 Date: O 7 Lia.No. I e• _G - •c..,m.. -_. Y9 m,wE ��a*TT�. : III � e• ,r � -, I '�-r- w r I , �.� SECµIG:.�A A ve (( i . ec rA ' ...._ - L;'�'�.•�L:L".�:.:� ... Ye< iba KtS.'%R't,R0. 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I I l l i ocsaAnn Br AT— .,. x s__M PPF DETA� PI TFd Ama'urziRw r.es. _ ryr 7 acre 00. tl4IE.5. _ ,. arwvw,s Iea1Y®Al va nmmAls• acE''' Y➢SL s .E,� J J Au EYoe=e vml,s - , savAx,.m+.. a • c' .• i Em Ni6nrroiwoYu,z�No E u�sc vH"arrzrs ro ,�ariwuu¢a=aYen A.sac x,orvus a z arA"W rs auu le mAcm A-we nmrvus lN•sw) __—_- Au oorac rcla s. mus uo uYn ro BE sac s¢E u w.x,.T uu: PYbi.sa..ayDO�sY:. -'P',Ar`i°Yrcwiem^ovA..B.PROve o`Tr�aaenm n vea� o�«cs n suucrt+a rw on.,rr.c, sr,c MYI roEwRYACwIII mT Nw ^w',•s �... _... ,... a ves:,.l m.°Ea1e4an'""leas: .. z1,rera an"%wwnRAw iwr�Ro-Ia,0ro ,. NYc CdgfAv MFRALmP WeE ALL aA.,,rrs. ,•AK TnAaw.u� ,Es r 3 SURFACE PVC DRAINPLE E�B� E� QRR a10'.li OR only<NI; Wily TYPICAL PRIVATE STREET AND TRAFFIC EE��1� EE.�FF��Ap tTiSOP � ._, ALTERNATE 4" 1.� SIGN INSTALLATION YIlR FlRE LANE Y11IR STANDARD SERVICE � Qi1OP SIGNAGE TIC CARD '" ! SUB-SURFACE GRAIN CONNECTION E. :�c['n=PE[•e' 521] ,,. ,w •cso.,ro _ :,o- .. '.. _ .e. - FHCWYERINO D�.WIYEM 5235 DRAIN OEvnv,u�nt "" 522i •'. -"u] n1.. avow-w .r.-.:vc IrrARrsENr5233 LE _._ cNcwEEmac BEPlwruiNr z,e Ef.G ncERvG DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. _ TCW _ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEas sOR DETAIL SHEETS 37865-001-200 DRAWN BY SAID AUT ER AUTHORIZATION ,INCN EXPRESS N ILLEGITIMATE AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ti ~ SATH RE—B E RGQ U I ST INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. a oN CHECKED BY INDEMNIFY SATHRE-BERGOUIST,INC.OF ALL RESPONSIBILITY CHANHASSEN, FAWN HILL 09 SATHRE-BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE // - m .... w 150 SOUTH BROADWAY WAYZATA,MN.55391 (952J 476-6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ?— J / N a� MINNESOTA - DATE _ FROM ILLEGITMATE USE. ROBERTS.MOLSTAD,P.E. SNF .41 HP HOLDINGS, LLC. 11 06/14/17 Date: O' Lic.No. -kLl�-8 Rs PSP .,c z'-o• lir N•ca.wo-w Ism gu;bgb r.�F e.,F:.�.r -44 L TI o o O••'•• I mreE..co`s•°mr°:"a'luel ro�s,e ui�t rcv'"f'OI. _ b: - n ... .c"re. __--- Ab Nf o, ,rFc lo,w[wx-MVA ova ",tmtte,er � �T;c.R" s.T fENx. a8vuu,a f L BC °owa reoe a,,.yam Fa M &a.phY_ aw �. swz a a, �IYPKRJ. . s,ro.s.- IyJ»e1 "tt«.s a ur%w✓w•:° wmi� �s�m.a v� Ir•Iwv .�'�" .i> sv Na.> ww a II"w— "'777,`a NEIaaE i Avera Isa eAa mws � - nusTr c.E w�. .��.....,- ..®.s ' T r•,v � r &" � i{ �-snr�r,Y� ��Rne.�wa.•s° o, ��uJi ww w°y.Y ro n`�'...ems wl..,«°ew`.a.xn,r'.".°.cu.I` c«...w.- �R.M- � � .sa�w,�r ..< .r.:..,..., ,ca•,o-.I�+oY;.) I .,a,c .6' °r.� T'g` ' '£.^ 2B1r�,.. . ,< s:n..w wl><.0°'II. r 14 Tl— ump �N '7NNECTION QROP LIGHTING 911 OF , �� STREET LIGHT MYOF SLHV;,c CABINET QFfOF QRS SILT lAl: � POLE � BAS L � SER4ICE CABINET FOUNDATION maw 17-..:.-,b wR FENCE _._.,,.. Tr ENGI�'r: ::2}6 ' ENGINEERNG DEPMTYEHr O.vta 5240 ENpNEERING DEPARfYEM '`° E—EEIaNG pEPARFYENr nA,[e Mrt�' -..•:,c 5242 I«m.nc ENcwEEROC OEPMIME+R 52<,, - ENCINEER;r1c uEvnRN.:.. - ENc:NNEERwc ow,wTYENr ""'F 16 5300 SAMPLE EROS.CONTROL SAMPLE EROSON CONTROL EROSION CONTRO: Fl:Ar; SEDIMENT TRAP PIAN FOR INaWWAL LOTS vis PUN vat uULTvquaY LOTS FOR IND IADUAL LOTS WITH SWALL DkAINAGE A Y N'<A LR D B WNW LL.S.N O E Yx r�>rvp u EROS ON CONTROL PLAN v.-R Roo,nrtR—� y- .-i3- LS5 RRos. cORC'ORrN.vv.OR EDU/: Loi• 5-4 LOT ' -"- �a �V LOTtn-`udr �� LOT' LOT 3 LOT 3 FOR�ULTIFAMILY LOTS WiTFi SWALE DRAINAGE 01 J ,YWtIIIIIYS� r.� \ \ \ pRAtliAIS SWAtE \ \R \ �-LYS �riti¢'L�n,'�u••w ( glMl/.¢SwNE LOTx II -_MODELRCG23 PRIETER /I I `,��..w+_.. ... ..A �f o TER o IXRJ°LU ER �R �+srzsm ro stEn r-wars rN rm frmows '�._ cJas)mlv_c sTnlcm �• ,•""®•'•�• w�,EA,RaNs s,REET olmwrc n.s.c ro,ts PER wyr a.rww wsr„ .<E s RUT _ srRsn L-N,RANu .. -PmsaAo«E s�an> - r mw�R+ws wwRfr wr.w., - _ 94"""'s' w.wAAl wR�aFr�w9 ,.wc+.w:la..., --vcNT cot �w 4 soK xn 4.n.ea.I,wm wav�pwt 6-D Iw-rta' `c r�m�rcFW.� n.'reW r c aer *wmn<°mow+u ..aa vaw.elr.n n our rcw--rw cert ' - »au e.uwot �•,ry.w R09�VcCONTR0. / f 24• , qwe m w a epn a b error e .o aper a b.w .. , _ I olPw<a. /// Iiww Rwl wbn°�wr$trw g - V�l I'm �Ro;. nTExfo WATER � w�.:�.wvs u.ww.s..:. ..:was.c�+Y�.-wwr a..omv�s b... ew.a, ..�»•e.vs°<w u'`, .. r rrr swn nm anaa r icrzR 6 ..om•,� .w..,u..ee.,:..c f":rc a °°,""""«'.mow... uw.m.-o`d.. «..e, -.. -. sw"Lu'Iw,"'Q' SECTION A-A ROCI( f�E�I� - - aam w vRRIw sR..- (dt9OF 6Tf�OF OEFRDAD;CACHBASIN C1flOP CATCH BASIN EROSION CONTROL PLAN FOR --;. INDDUAL CTS(TMP.)RL�qICONSTRUCTV, 1a �E�E� Ffa�µv��GR ENfi2ANCE 1afFILTERRRIER 1 SEDIMENT TRAM rR1i14Yf1 oCf�I ER051DN C01TR0 FOR m�,,� �� MULTIFAMILY LOTS 5301 1:. -. o�+ARTMENr 5302 msm .o erlcwEERINc OEPaR,YENr w.,"°: t4.O6IN111NNUUJJ - tl®®°IIW Dr WIN SWALE GE GU TFAMI v! 1S Tvc) DRAINAGE .. .�.....� c.,... ,><.,.r::•M....... �,�<. 53028 „ f ENaNEERINc OLPAmuFNr 'a 5302E EROSE MDI _ ... c ROcx wEEI-;; Iua Y -- wEw �r,o. wasrn Rox c�dt' < OA44, % Oh'� ) \ ewer rtta rMpF" r i+.s a puw°a Ifnr p Yvwta• �RotAb, 11 -T T- / tE,n; �� rwf a�Dr�).evc uTPEiwaa�net•T`a£e r�RENw T I "'`I""'�r"F'' 3d �$ —METAL SirNf ww,3T+ 1 ,y S,AIR£5 AT. ,ET,wI$ 5�KSFA1n[AT, J ,iF£BYUfO+ 1 L�2w Yuw _a �� (f K wASNp Ric) bnVR0,4 Rlbw r»wp O !1 1 Y stcnoli A-A �: w,wwrw.a u.swm, J. a.aw bb.. o 1\ 1 K (4' ' 1.9i0 WFTPFR �1K LLP¢ SHNREIG S�0{0, PLAN - \.F o•creat itrP-s..w. T Y Ic)n ff'"ICS " O Ag°c 4 . wATTIE 8'OROu xllR iv, .. R00t m PRE,tN, I�I sL�RErPETLA cONrcuul00tRA4aa iT5 O°; ♦P t0 vA R/snC tRUIG 3 ��P TAr°R: /4i tRA — t—Ix YN REv-RSE tx.mtN, 1 c � SECTION A A '^ Eo� R _ TRAP DUR£T � rnTs o< sRc s°EcwAas�iNilvAwwA?alw�ItwE'iaR err Uc G"�o -rrc ry aoTuulE F Im•rial arrs,axT v.T Iso,Tom ay.>la+m w e•x°•raulcN vxllor Trtt a nAa R<Y miwry mx .s Fav or $ °¢cuero wsoE -s'd s"'rrRl,cTuar°:I,q T.vls'A'T sw,m.i n K••.Lwm Rood evERUPPnc sw ua'c mw„a leer,of g� wTM° cwarT%a guar P��iNRovnl nc waSlcui .s9' w IR au a eToml wuw' 0 w ss s Y�pAv wawm wcnauxsBo Ar O ovAsws u o m wa s wl cArwr aw..a I r aq -y Br,Ic�Ew.sAREFR.crowc s.s,yr $_ RSa a YONORAu9.i a>, EsSrarc wAy. SEAf.Nfi rElfill F Tm,T%100 4'p�LLdIC IX> rRF tOJ'.'tH w ,� �°v Iron.Spw�E n E✓^epM An b ka m x.1`JIW,Mf<MYJr Bf tWw4A RLW W iIIi fRW AY1 TEES •Y•` rtia�rarnE rA°RC I ) rRIV•�w�rapww:«I S-OPE aiAOENT ewr ASNWT AVE.YJSt Ef SN CdTAMD AM Mrfl ApIT I�EE lEE1PORARY y4,- QR OF T LT BO%SEDIMENT TRAP Wlw TEMPORARY SEDIMENT TRAP OUTLET CfFPOF !CARED END SEDIMENT TRAP E�Ep QR� SOD QRS CONCRETE Q110f ! '•,"i y O [[�'FN ROCK WEIR/WATTLE ROLL MGM ` WEEPER DITCH CHECK/ * 2.5 ACRES OR LESS PLACEMENT WACQN AREA O Q( ROCK WEEPER 1�eii0 DITCH CHECK WITH WATTLE ( ) DEPARTMENT nArr o. ENG NEERING CEPARTMENT `VOT'd $3026 w - ENGNEERING DEPARTMENT 5305 5302E _ 53021 Er:GINEERInG DEcvzrYENr 110s 5303 LNc.,EERINc OEP,vrTMENT 5304 ._NEewNc OEPARnET+T "'°c ENGINEERING DEPARTMENT rvvE - 53021 DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. TCW INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ccEPS sORL FILE NO. DRAWN BY SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �� `Oi- DETAIL SHEETS 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w Oy SATHRE-BERGQUIST INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. s CHANHASSEN, FAWN HILL 1� SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ,�f 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGS' �� 0� MINNESOTA 0DATE7 FROM ILLEGITMATE USE. ROBERDate: OT S.MOLSTA7D,P.E. Lic.No. ZS y�-8 "4,,,,s � HP HOLDINGS, LL 11 ::1 � di��( t i7�al '•'.�' '* �. ' it It j1lijli�ll l ''flt�i'1 a " _ } C I', � a F.j'vll}II)Illa]iet!� � �� ({;- .. i r E 1 I p .s't --- a 1 j ( i F� r•�'f 71 Irtt'1 f .r j �. I I 3 �7 � � � i - _ --- — g l►lli+i'�I�IFJIIEI�I�ijf��jljl�F,i'd��7�(�Ra��f, t �� I Y •�` - l :j11� 1�� bSr! i`Ssi jji� � I Pf��ECT �1/��11E a f PRoxcT ocsa+�RnoN-A s.EOT sNc.E r;,: cevE.o>ER- LWBER PHONE N � I BOEN IAl 9JB0 EE t,]�j7 'Ej}jl i•all• fF,e II Il I F IFIIII! / 3 -- y C ! ... CONTACT- NAVE PNON - 6 fj.ttl'r Ij'II ��lidl l II :1,111 1�Eai 1 � i I � t i E NUMBER ]]t 1, j1 �j 9 f Er F. I ]rf I3❑ j r eA 1HI7j}�1 C I'ji}j a�r f.rl�.�13 rj+ __ I d , �? " li j 6• 1 C gg ' ( F , 1 vERu(rTm CONsrRuera:HOtws-uoN.-rTe,. )A-DA e Au s°Pu y�ii(I AesaureEnP Ny Cas SITE Ac➢WTY. Il 1 lit :! lF ,l jlii I $€ ( % e '1 4 it gClt� (F THESE a s °Eoo Ls 1 II• I ar )•'f a t! I'1 e C I r 1 - ( a Ww•aASffN F�Rar�¢Ec 1`y �� I II - I { 1 n si e(r KE '_-;. �.".. 7�Fl j f I 01 M1 ' ST Sr'SIGNS AT ALL'CONSTROCPON EN+v,.=,.. I F ! � r I j • vc .e HANG.nsTE RACNa+auNo rnb+ E �. lu�tll;�+a�,$ � (� I,a-s�l I 1 r � j I � < -o nT B•a B•sca. - - � jr•1 i�� I' �� i ElFf,t�f -. TERING.�. amm }r I �f l�lj� A� �iI a. j 1� ajla �j o llj►OF EVELOPMENT HE F 7 . ih 119 21 I. B I +jxs > pp J e I #L -iE 1 ` I ( e y 4 I 1 i i I .. ssas mesemese oe eo '!Fir 1m I .�..Eif...i ' �7+if,ryarr�i!:' •,7 f`•i5 .fjijjii�[+�I�>,�� iI.l!!Al 1111�rEpMll+i �liil7�jl��ltij7�'je I�jfa ti li y I�, i; !;• � ii: t I iiiBil C le•r ij' a I.It ,f'1 EI' �j' : la F {a aT IF F. S d I -- S sos s a r i s ssas mimes sae s e f{ lle• r•• 'itii�; yFIS`,, F+ 1 jtl ii ji r ] E + _ I 1 faFj,^i la ((i"t i ! ' "IllF�d�e " �� I�:•E j ;fPi F �' j a I) f r aer �I�pp !I G:Ii'j tE't'3E11 II�Y E'e: I � � rj>ij 1 F,..E€7 7 d Ig1j �� F - - a i' I In•'`' 1 e'yj r r i" j4e tgl:F n3, If I 1 !,ije,!�.r � I t' it� I� i ��. I I F E�4 rdlljlll + i p I !a!j off F a 1 1 °i Sa] 1' 1E If i[ , � � I I II fl!flyf Iii Il: I jt 6� I�I1 a tra i7 1 1 to 1 �f I .� a� 011 rr m m, ®!t Im77 -- - — �- --p,. 1 '.> Jit t� -* cut * _ s ,.�.�a.. ,>�. >Q Iia•--- ��I I ti. FF 0 - as Boum T� TW�ro NEw ear an �� _ rumronrf _ ' I Tmalremc _ �I I� I ' Tp119�6'T(� ` !` fUwTK SDI I W PBRrIJJIr '...•� bi ONrO eat `CAST Ep5 emM lD .t O artDa� R � ,LL wNt EAIX TFRI�D,e .....,�- I p(4Mlp� AOTMfagHhFAm /la rUarte'K r _ .wr f.ASTK� q� PASTK WA9Bl, m 19A®I WaE-.- �f'wl air ,wAx OA,]•t _ T9VulY I R6IAnT eRA6 TPACER BOX LID ,., iR,¢q WIRE ladt]91R [avaeYrS� r '. i ELASTIC ��,lti _ II r-•- -_ Lwv.. AWIVn CvfE L— 1RA'.FA_,D�LID � MrnuOiMabu¢CF ��-.(�+1 .o - rAe4amaa¢VA� -- - ®mER4' n.e•.r-,w�v.(mi �Ra _¢ap,_- t♦Ya1llA GK w�'•w`Zui�u.r �¢leil RWa roTASE M,16t �R]at Rmwoeow„a >rw Trr rte+.. �� P ` �� t•RImF RFnAs®ru �- �M1An[tt6uRe xn Et �� 'tr.w w � a. _.r.^w rv.M ry 1 �,�in�r.•wr - �eT••.. � -rr Baru wuv,]r.wrAcrwansrmaTlae sarWUTaasuu rouarnvAs+e+wsva-rwelw.e oe�ewTeaxvweEa.aw waerunnEs usTxuelwrs. L �»`�'"""••�•-'+�• :T•�`•" R :s aF59VLL rR 0]IaRCDD910 tEMBLTO UINry ENGIe..[�. Oms Ruu e[WtO0.tm®lU eE mfatCroUf6ME➢GTPI® CAPb 9W,E—o-To.94aKrouRlrYeF— TRACE aP IN(WATERT -- Q�IIR � TYPICAL TYPICAL MAIN LINE TRACER WIRE esese� WATER SERVICE �� HYDRANT TRACEF. MAGNETIZED TRA�l80% QA� Y11H r- M1I1R CONOFEEE/ORFVEWAY BOX WI9 TD ( MAGNETIZED TRACER BOX it aaateawoe SAY D�TRACER 80% F�'mp,.,� DETAIL j TRACER WIRE DETAIL WTRE DETAIL DTE DUTY BOX LD14 AD] 1®0loeo0 r®WIOII "+G�MTaa�'T a STOO ENGYIEERING OEVA41MBrt u yp.a ETrOr®OXG D®IRelENr 55e2 - ENON:.IN.DEPARIWEM 'D 5503 EA'GmlEERING DEPARIYENi 'K 5504 - DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PROJECT NO. FILE NO. TCW INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 0EF's SI'R --- DETAIL SHEETS DRAWN BY SATHRE-BERGOUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �Fi- 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. aura Oy SATHRE-B E RGQ U I ST INC. CHECKED BY INDEMNIFY SATHRE-BERGOUIST,INC.OF ALL RESPONSIBILITY. ` CHANHASSEN, FAWN HILL - 11 SATHRE-BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING S. N v� MINNESOTA DATE FROM ILLEGITMATE USE. ROBERTS.MOLSTAD,P.E. IN P`' HP HOLDINGS, LLC. 11 06/14/17 Date: O 7 Lic.No. �-�LyZg FRs vVP V, 1 R,aso 1'2oL �Len� j CALCULATE BASE LINE CANOPY COVER PER ACERAGE 1 11 O EX.CANOPY COVERAGE 128,309 SF 0 318 71 L / TOTAL UPLAND AREA 497,965 SF BASELINE CANOPY COVERAGE" 25.77% a'I rn,ol "" IO /'1:I LOW DENSITY RESIDENTIAL' 30.00% OUTLOT A I 1 ( i _ 10 (EX.CANOPY/TOTAL UPLAND AREA) TLOT C OU2 I L wP @p 'Pe Sec 18-61.Landscaping and tree preservation requirements. OUTLOT B m xml l R dl --------- 9ja•s FFE= CALCULATE CANOPY SURPLUS OR REPLACEMENT I., ...1 _ 0833 EX.CANOPY COVERAGE 128,309 SF �"' g�.,. / 9g?0 EX.CANOPY REMOVED 31,645 SF ADDTNLEX.CANOPY REMOVED(02/04/15) - SF 4 \ \ REMAINING CANOPY 96,664 SF REQUIRED CANOPY (30%Or TOTAL UPLAND COVERAGE) 149,390 SF , DIFFERENCE (52,726)SF OUTLOTD oN L R O o \ d e Required Replacement (ltree=1089sf) 58 IF DIFFERENCE IS POSITIVE,THEN ADEQUATE EXISTING FFR@ I x a• \ \\ �o a�° \ CANOPY REMAINS o 0 o_ A / +} -----1676_------� \ a.o 3\ Ss y IF DIFFERENCE IS NEGATIVE,THEN CANOPY REMAINS&1.2 REPLACEMENTISNUECESATE IXR IN T © v 71 1 EXISTING CANOPY COVER y t 12 c WETLAND 70 `\ \ - I REMOVED CANOPY COVER ` .x sees I - OUTL'OT E g,: \� \ \ \.\ \ EOF \ 10 \\ `� 13 75. .0'967,5 1 1 I \ 1 aI 14 I 1 l Tree# Species DBH Condition Saved IlII&I Tree# Species DBH Condition Saved Tree# Species DBH Condition Saved Remotes Tree# Species DBH Condition Saved Remowj Tree# Species DEH Condition Saved Rem ref. 3 Ash,green 14.5 Good 145 44 Ash,green 14.5 Good 154 Ash,green 10.5 Fair 10.5 180 Willow 300 Fair 30.0 205 Boxelder 12.0 Fair 12.0 4 Ash,green 13.0 Good 130 45 Ash,green 20.0 Fair 155 Ash,green 19.5 Good 19.5 181 Boxelder 120 Fair 120 206 Ash,green 12.0 Fair 12.0 Tree Tree species DBH Condition Stems Notes 5 Maple,silver 27.5 Good 27.5 128 Ash,green 14.0 Good 14.0 156 Ash,green 24.5 Good 24.5 182 Boxelder 115 Good 115 207 Boxelder 12.0 Fair 12.0 11 Maple,Norway 21.5 Very Poor I Hollow,decay 6 Maple,silver 13.0 Good 130 129 Ash,green 12.5 Good 12.5 157 Ash,green 10.5 Fair IDS 183 Willow 34.0 Fair 34.0 208 Ash,green 17.5 Fair 17.5 40 Boxelder 14.0 Very Poor 1 Nearly dead,multiple problems 8 Honeylocust 14.0 Good 14.0 130 Ash,green 12.5 Good 12.5 158 Ash,green 10.5 Fair 10.5 184 Boxelder 18.0 Good 180 209 Ash,green 14.0 Fair 14.0 118 Boxelder 10.5 Very Poor 1 Nearly dead,multiple problems 9 Honeyloc ist 15.0 Good 15.0 131 Ash,green 13.5 Good 13.5 159 Cottonwood 32.0 Good 32.0 185 Willow 20.0 Poor 20.0 210 Willow 36.0 Fair 36.0 254 Pine,white 31.5 Very Poor 1 Extensive decay 10 Maple,sugar 110 Good 130 132 Ash,green 14.5 Poor 14.5 160 Elm,American 10.0 Good 10.0 186 Boxelder 20.5 Poor 205 211 Elm,American 12.0 Fair 12.0 262 Pine,white 16.5 Very Poor 1 Hollow,extensive dewy 11 Boxelder 125 Fair 125 133 Ash,green 16.0 Good 16.0 161 Ash,green 11.5 Fair 11.5 187 Smolder 15.0 Fair 15.0 212 Ash,green 14.0 Fair 14.0 270 Boxelder 13.0 Very Poor 1 Extensive dewy 14 Oak,pin 135 Good 135 134 Boxelder 10.0 Fair 10.0 162 Ash,green 15.0 Good 15.0 188 Boxelder 13-0 Poor 13-0 213 Ash,green 16.0 Fair 16.0 319 Pine,Austrian 15.0 Very Poor 1 Stem defects 15 Oak,pin 110 Good 13.0 135 Ash,green 11.0 Good 11.0 163 Ash,green 15.5 Good 15.5 189 Boxelder 105 Fair 105 214 Willow 25.0 Fair 25.0 320 Boxelder 15.5 Very Poor 1 Extensive dewy 16 Oak,pin 13.0 Good 130 136 Ash,green 10.5 Good 10.5 164 Boxelder 15.0 Fair 15.0 190 Boxeldei 15.0 Poor 15.0 215 Willow 44.0 Fair 44.0 347 Elm,American 13.0 Very Poor 1 Dutch elm disease 17 Oak,pin 15.5 Good 15.5 137 Ash,green 16.0 Good 16.0 165 Ash,green 14.0 Fair 14.0 191 Boxeldei 15.5 Fair 15.5 216 Willow 22.0 Fair 22.0 379 Walnut black 13.0 Very Poor 1 Extensive dewy 18 Oak,pin 14.5 Good 14.5 138 Boxelder 17.0 Fair 17.0 166 Ash,green 17.0 Fair 17.0 192 Ash,green 110 Good 13-0 217 Willow 12.5 Fair 12.5 390 Spruce,white 13.0 Very Poor 1 Extensive needlecast 19 Oak,pin 17.0 Good 17.0 142 Boxelder 14.0 Fair 14.0 167 Ash,green 15.5 Fair 15.5 193 Ash,green 13.0 Good 13.0 218 Willow 40.0 Fair 40.0 392 Spruce,white 12.5 Very Poor 1 Extensive needlecast 20 Walnut 15.0 Good 15.0 143 Boxelder 180 Fair 18.0 168 Ash,green 12.5 Fair 12.5 194 Ash,green ILS Fair 11.5 219 Ash,green 12.0 Good 12.0 415 Spruce,Norway 27.0 Very Poor 1 Missing top,25'swr 23 Maple,sugar 125 Good 125 144 Ash,green 20.0 Fair 20.0 169 Ash,green 26.5 Fair 26.5 195 Ash,green 120 Fair 120 220 Willow 20.0 Good 20.0 422 Arborvitae 15.5 Very Poor 1 Extensive dewy 24 Maple,sugar 125 Good 125 145 Ash,green 10.0 Poor 10.0 171 Ash,green 16.0 Fair 16.0 196 Ash,green 120 Fair 120 221 Willow 14.0 Fair 14.0 26 Oak,pin 15.5 Good 15.5 146 Ash,green 12.5 Fair 12.5 471 Ash,green 10.0 Good 10.0 197 Ash,green 115 Fair 115 223 Cottonwood 65.0 Good 65.0 28 Dm,Siberian 15.5 Good 15.5 147 Ash,green 12.0 Good 12.0 172 Ash,green 16.5 Fair 16.5 198 Boxelder 19.0 Fair 19.0 224 Willow 40.0 Fair 40.0 Total Caliper Inches 2141.0 29 Ash,green 155 Good 15.5 148 Boxelder 16.0 Fair 16.0 174 Boxelder 25.0 Poor 25.0 199 Boxelder 120 Fair 120 225 Boxelder 24.0 Fair 24.0 30 Ash,green 14-0 Good 14.0 149 Boxelder 10.5 Fair 10.5 175 Elm,American 10.0 Fair 10.0 200 Buckthorn 17.0 Poor 17.0 475 Boxelder 15.0 Good 15.0 Exempt Caliper Inches 0.0 31 Ash green 17.0 Good 17.0 150 Ash,green 13.0 Good 13.0 176 Boxelder 18.5 Fair 18.5 201 Boxelder 24.0 Fair 24.0 226 Boxelder 12.0 Fair 12.0 33 Ash,green 17.0 Fair 17.0 151 Ash,green 14.0 Good 14.0 177 Boxelder 15.0 Fair 15.0 202 Boxelder 210 Good 210 246 Cottonwood 19.0 Fair 19.0 35 Oak,bur 125 Good 125 152 Ash,green 13.0 Fair 13.0 178 Elm,American 13.5 Fair 13.5 203 Boxelder 220 Poor 220 316 Spruce,blue 15.5 Fair 15.5 :Net Caliper Inches 2141.0 36 Basswood 15.0 Good 15_ _ 153 Ash,green 18.0 Fair 18.0 179 Willow 17.0 Fair 17-0 204 Soxelder 24.0 Fair 24.0 317 Spruce,blue 12.5 Fair 12.5 50%of Net 1070.5 318 Boxelder 12.5 Fair 12.5 321 Elm,American 14.0 Good 14.0 322 Walnut black 13.0 Good 13.0 .Caliper Inches Removed 409.5 323 Walnut,black 15.0 Good 15.0 50 25 0 25 50 100 RetTDvai Percentage 19.13% NO Rtt\ SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING.DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. FHTree Survey _ __ ___ _____ _ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �Eas suq TREE SURVEY DRAWN BYSATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �� Ff 37865-001-200 ___________ TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA = .A ATH RE-BERGQUIST, INC. ----------------------------- CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 HANHASSEN,. FAWN HILL TS RSM SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE F1 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ',, H r- HOLDINGS, LLC. DATE _______________ FROM ILLEGITIMATE USE. ROBERT S.M LSTAD,P.E. cry a?0 MINNESOTA 06/14/17 - -- --- - Date: O��L/,/7 LIC.No. Z�L-/ZS FRs PSP jTS STORM SEWER POLLUTION PREVENTION PLAN(SWPPP) 4.Temporary Erosion Prevention Practices Home building BMPs w FAWN HILL Single family lots within the overall site will be disturbed on a lot by lot basis as lots are sold&homes are constructed. Home construction shall disturb Describe types of erosion prevention BMPs expected to be implemented previously stabilized areas. Typically entire lots will be disturbed as finish grading is completed.Areas not to be disturbed are typically designated by the use The work described to implement the following Storm Water Pollution Prevention Plan(SWPPP)shall be performed by the Perimeter Control shall be established around the site&around the base of stockpiles if the stockpile will remain longer than 30 days. Perimeter control is z p p g y typically established with silt of silt fence. Topsoil shall be preserved by stockpiling with sediment control installed around the perimeter of the stockpile. Individual lots under construction � contractor as appointed by the developer. The work to install,inspect,and maintain the Best Management Practices fence which also deliniates areas not to be disturbed. Silt Fence locations are shown on the Grading&Erosion Control plans. Where possible 50ft buffers shall be maintained around shall also install vehicle tracking measures such as rock entrance berm or other tracking control BMP to maintain clean streets. Home builders shall be z (BMPs)to prevent erosion and provide sediment control shall be in accordance with the MPCA and shall include but is not surface waters&wetland. Dual perimeter controls shall be installed if work is to take place within 50ft of surface waters&wetlands. responsible for erosion&sediment control installation,maintenance,SWPPP inspection and record keeping for lots under their construction. w limited to,the requirements contained herein: a Erosion blanket will be installed on all 3:1 slopes. Home Construction BMP Phasing zr- During construction Protect lot area through use of one or a combination of the following;silt fence,mulch,bio-rolls,rock entrance berm,sod buffers or other w a.Stabilization of all exposed areas must be initiated immediately to limit soil erosion but in no rase later than seven(7)days after the construction activity in that portion of the site has approved method. In areas within SOft of surface waters redundant controls shall be installed if a 5(M buffer can not be maintained. o 1.CONSTRUCTION ACTIVITY INFORMATION temporarily or permanently ceased, install drainage protection on down gradient inlets. a This SWPPP was prepared by personnel certified in the design of construction SWPPPs. Copies of certifications Once grading is complete,temporary erosion BMPs shall be installed immediately(ie.bio-rolls,erosion blanket,ditch checks,etc). No later than seven(7)days,the permanent Establish staging/material storage area&Install temporary sanitary Facilities&supply dumpsters are available upon request. Sathre-Ber uist,Inc.-Eric Johnson-952-476-6000 stabilization should be in place. P 4 ( 9q ) b.Temporary sediment basin requirements described in Part 111.6.1-5 must be used for common drainage locations that serve an area with five(5)or more acres disturbed atone time. Prevent&manage spills of stored substancesInstall Rock entrance berm,maintain clean streets Project Name:FAWN HILL This project is being constructed in 1 phase. The permanent dry sediment basins shall be constructed first and all on-site drainage shall be routed to the ponds. The site does not have Home Construction Project Location: any concentrated swales that will directly discharge off-site Address: List anticipated BMP Quantities Manage&protect stockpiles City:Chanhassen State:Minnesota Zip Code:55331 • Silt Fence(Before Construction)-1055 LF maintain rock entrance berm&perimeter controls County Parcel ID Number(PID):250101521 • Silt Fence(After Construction)-0 LF trench,install&connect utilities • Erosion Blanket-0 BY Continue vertical construction Project Type: Residential Commercial/Industrial Road Construction Keep streets clean at all times&maintain inlet protection lResidential/Road Construction Other Methods of dissipating velocity along stormwater conveyance channels/outlets Fine grad pads,Upon completion of fine grade pads&home construction soils disturbing activities,each lot shall be stabilized with sod,seed, Rip-rap will be used at all flared-end structures mulch,hydromulch,hydroseed,straw matting or combination there of. Monitor stabilized areas until final stabilization is achieved Cumulative Impervious Surface Check Dams-Installation of check dams or other grade control practice to ensure sheet flow and prevent rills(for slopes greater than 75 feet with a grade of 3:1 or steeper) Maintain clean streets Number of acres to be disturbed: 04.3 tenths of an acre Methods to be used for stabilization of ditch and swale wetted perimeters Perimeter&temporary erosion&sediment controls are to remain in lace until all u ( ) p ry p p gradient areas have been permanently stabilized. Pre-construction acres of impervious surface: 00.3 tenths of an acre • Bio-rolls shall be used for stabilization of ditches and swales as shown on the Erosion Control Plan. P ( ) Post Construction Post-construction acres of impervious surface: 01.3 tenths of an acre Methods to be used for energy dissipation at pipe outlets P ( ) Remove silt fence after once final vegetation stabilization is established Total new impervious surface acres: 01.0 (tenths of an acre) • Rip-rep will be used at flared-end structures for energy dissipation. See plan for quantities. Remove inlet protection Methods to be used to promote infiltration and sediment removal on the site prior to discharge Remove all construction materials&debris from site Receiving Waters • The water quality volume that must be treated by the projects permanent stormwater management system described in Part III.C.shall be 1/2 inch of runoff from the new impervious clean all drainage structures Name of Water Body Type Special Water? Impaired Water? surfaces created by the project. See Part III.C.2 for more information on infiltration design and appropriate site conditions.If it is determined that site conditions are not appropriate Remove all temporary erosion&sediment control BMPs&stabilize areas left disturbed. Bluff Creek Stream No Yes for infiltration(e.g.lack of 3 ft.of separation to seasonally saturated ground water,proximity to bedrock,contaminated soils)the reasons should be documented in the Stormwater File NOT for individual lot Wetland Wetland No No Pollution Prevention Plan(SWPPP)for the project.Infiltration is not required in Hydrologic Soil Group D soils. Clay soils throughout the site resulted in volume reduction being Pond Pond No No achieved via filtration shelfs in three(3)of the onsite ponds. 6. Permanent Stormwater Management System Dates of Construction Timelines to be implemented on site for completing the installation of the erosion prevention BMPs Construction Start Date:08/16/2017 . Prior to Grading-Silt and tree fence to locate grading limits and provide down gradient sediment control. Rock Entrance Berm to be installed. Will the project result in one acre or more of new impervious area? -YES Estimated Completion Date: 10/31/2018 • Grading-Erosion blanket will be utilized on all 3:1 slopes. Biorolls will be used in rear yard swales. MnDot seed mix#250 will be spread at a rate of 100 lbs./acre and fertilize with If Yes, 2.General Construction Project Information 20-0-10 at 100 lbs./acre. Only phosphorus free fertilizer shall be used. Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one(1)or more acres of cumulative impervious surface,the Personnel&Training Permittee(s)must design the project so that the water quality volume of one(1)inch of runoff from the new impervious surfaces created by the project is Certified erosion control supervisor in good standing with who is knowledgeable&experienced in the application of erosion • Utility&Street Work- Inlet protection on all storm sewer catchbasins. Weekly street sweeping to prevent off-site vehicle tracking. However weekly sweeping may not be adequate. retained on siteractices i.e.infiltration or other volume reduction and not discharged to a surface water.For u ses of this surface waters does not prevention&sediment control BMPs.(CONTRACTOR-CONTACT-PHONE#) Sweeping is required 24 hours after discovery of track out. site(i.e. ) P �0 Part' Supervisor shall work With the project engineer/City of Chanhassen to oversee implementation of the SWPPP&the include manmade drainage systems that convey stormwater to a compliant permanent stormwater management system. installation,inspection&maintenance of the erosion control BMPs. • Permanent BMPs-Sediment bays are to be installed at flared and sections draining into dry pond and infiltration areas. Rip-rap to provide provide energy dissipation and prevent A copy of the Stormwaer Management Report is available through the owner or engineer upon request. Long tens O&M of permanent stormwater treatment systems-(City of Chanhassen-Water Resources Coordinator- erosion. PHONE#952-227-1160) Additional Erosion Control Prevention Measures to be Implemented on Site Soil data and water level map is included in the Stormwater Management Report. Chain or Responsibility • Erosion Blanket-This blanket will be installed as indicated on the erosion and sediment control plan. It will provide slope protection until the turf is established. For retaining wall Owner/Developer&Contractor are copennitees for the National Pollutant Discharge Elemination System(NPDES) construction the grading contractor will install Erosion blanket on the temporary 1:1 slopes until the wall construction can be completed. I Construction Permit. Contractor is responsible to comply with all aspects of hte NPDES Construction Permit at all limes • Bio-rolls-Bio-rolls will be installed in swale areas to help slow runoff and minimize erosion. until the Notice of Termination(NOT)has been filed with the MPCA or transferred to home builder or another contractor. • Seeding Restoration-Temporary/Permanent Stabilization(Seeding and Mulching)-Temporary seeding and mulch must be placed on all disturbed soil within 14 days,unless Contractor will develop a chain of command with all operators on the site to ensure that the SWPPP will be implemented& actively being worked on.All disturbed areas will be restored with 4"to 6"of topsoil.The restoration shall begin within 72 hours of the grading completion. The seed mix shall be stay in effect until construction is complete,the site has final stabilization&NOT has been submitted to the MPCA MNDot Mix No.250 applied at a rate of 100 lbs/acre and fertilized with 20-0-10 at a rate of 100 lbs.per acre. The mulch shall be Type 1 and applied at a rate of 2 tons per acre,disc Describe the construction activity anchored(with disc blades set nearly straight)immediately after placement. • Sodding-Two types of sodding will be done with this project. The first will be for erosion control protection for the streets,after the installation of the curb and the minor utilities the This+/-11.4 acre development will consist of the land development of 10 single family detached homes,and 450 linear feet contractor will install two rows of sod behind the curb for a temporary erosion protection. The second type of sod will be for the yards once the house construction is complete. of streets. Other soil disturbing activites will include:home building,driveway construction,and lot landscaping.This 5.Temporary Sediment Control Practices - - project will be mass graded and constructed in 1 phases,grading will be completed in 2017,and utilities completed in -- 2017. Methods of sediment control BMPs to be implemented on site Soil disturbing activities will include: Demolition of the existing structures,installation of a rock entrance berm,clearing and Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system grubbing,installation of utilities/minor utilitiesincludin rivale utilities-as,cable,electric,utilities(including p 9 etc..),the installation of silt fence • Installation of check dams or other grade control practice to ensure sheet flow and prevent rills(for slope lengths greater than 75 feet with a grade of 3:1 or steeper). Sediment control practices on all down gradient perimeters prior to land disturbing activities. and tree fence prior to grading,the installation of silt fence around the proposed ponding areas after the grading is _ complete,grading,re-spreading topsoil,and grading restoration which will consist of seeding and mulching all disturbed • Storm drain inlet protection for all inlets. -- areas outside of the street row. Erosion blanket will also be installed on all 3:1 slopes or greater.Additional erosion blanket • Silt fencing or other sediment control surrounding temporary soil stockpiles. Minimize vehicle tracking of sediments(e.g.,stone pads,concrete or steel wash racks,or equivalent systems). may be used throughout the site. See the Erosion&Sediment Control Plan for specific locations. 3.SWPPP Amendments • Street sweeping of tracked sediment Methods to be used for down gradient perimeter control _ The SWPPP must be amended as necessary to include additional requirements,such as additional or modified BMPs that . Silt Fences-are designed as a temporary sediment barrier consisting of a filter fabric attached to support I' - - - , are designed to correct problems identified or address situations whenever: 9 p ry 9 pp posts. This site has three applications for silt fence. These applications are _ as follow:1.the installation of silt fence along the grading limits to protect the wetlands from sediment during the grading and utility construction process,2.the installation of silt fence around the created ponds and rain gardens after construction to control the sediment runoff until the turf is established and the development is completed,3.the installation of 1.There is a change in design,construction,operation,maintenance,weather or seasonal conditions that has a silt fence surrounding temporary stockpiles. significant effect on the discharge of pollutants to surface waters or underground waters. If down gradient BMPs are overloaded(based on frequent failure or excessive maintenance),additional up gradient BMPs shall be installed to eliminate the overloading. The inspector or 2.Inspections or investigations by site owner or operators,USEPA or MPCA officials indicate the SWPPP is not contractor shall notify the design engineer to establish appropiate up gradient BMP's or elimate any point load sources. effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances(e.g.,nuisance conditions as Methods to be used to contain Stockpiles Carver County,agNmleSota(h@l078) defined in Minn.R.7050.0210,subp.2). Silt fence-will be used to provide perimeter control around stockpiles. Map Unh Symbol Map Unit Name Ades In AOI PetteM M AOI 3.The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated Methods to be sued for storm drain inlet protection HP.d hiarmN loam.0 to 2 pJto6 2.6 !2.8% with construction activity,or the SWPPP is not consistent with the terms and conditions of this permit. . Storm Drain Inlet Protection-Storm drain inlet protection is a sediment barrier placed around a storm sewer inlet. This structure traps sediment before it enters the storm sewer slopes4.At an time after ermit Covera a is effective,the MPCA ma determine that the ro ect's stonnwater system. The utility contractor will be required to install inlet protection per the City's details.Y P 9 Y P i IB Kilkenny-Lester ham0.3 discharges may cause,have reasonable potential to cause,or contribute to non-attainment of any applicable • Outlet Structures and Outlet Protection-There are wetlands located within&adjacent to this project,as a result outlet structures are proposed to transfer water from the storm water percent Slopes water quality standard,or that the SWPPP does not incorporate the applicable requirements in Part III.A.8., treatment pond to the wetland after treatment. These structures will serve to provide skimming and rate control. Rip-rap will be placed at the base of all aprons to provide erosion KC2 Lester-Kilkenny barn2.5 272% (Impaired Waters and TMDLs).If a water quality standard changes during the term of this permit,the MPCA will protection by protecting the downstream soils from turbulence and high discharge velocities.make a determination as to whether a modification of the SWPPP is necessary to address the new standard.Ifpercent sklpes,erothe MPCA makes such determinations)or any of the determinations in Parts III.B.1-3.,the MPCA will notify the Methods to minimize vehicle tracking at construction exits and street sweeping activites KD2 LCSta-Kilkenny IoePf15, 0.7 7.0% Permittees)in writing.In response,the Permittee(s)must amend the SWPPP to address the identified concerns . Temporary Rock Construction Entrance-A rock entrance berm is constructed of coarse clean rock installed at the proposed entrance point for all construction vehicles.A detail of percent slopes,eroded and submit information requested by the MPCA,which may include an individual permit application.If the the rock entrance berth is shown on the final grading plan.This stone pad provides a lire cleaning mechanism for all vehicles leaving the site. There is one entrance for this project. MPCA's written notification requires a response,failure to respond within the specified timeframe constitutes a Please see the Erosion&Sediment Control Plan for location of rock entrance berm. KE2 Lester-Kilkenny Wins,18 to 25 0.1 1-0% permit violation. percent slopes,eroded • Street Sweeping-Weekly street sweeping shall be taken place. However weekly sweeping may not be adequate.Sweeping is required 24 hours after discovery of track out. MK Muskego and Houghton soils,0 0.6 6.4% to 1 percent slopes Methods to be used to minimize soil compaction and preserve top soil(unless infeasible)on site NE3 Lester-Kilkenny Clay looms,i6 2.6 28_i% • Topsoil will be stripped and stockpiled. Grading operations will be performed and held down 0.5'to allow for topsoil respread. to 25 percent slopes. Measures to be used if Dewatering is required on site severely eroded Dewatering shall be routed to the sedimentation ponds for treatment before leaving site. See Erosion Control Plan for direction on Dewatering methods Totals for Area of Interest 9A 100.0'% DRAWING NAME NO BY DATE - REVISIONS -- - 2E0 CITY PROJECT NO. FILE NO. BASE-FAWN -- -- _-_ -- USE(INCLUDING COPYING,DISTRIBUTION,ANDS STRICTLY/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN DIRECT SPECIFICATION WAS su,R p p p p - DRAWN BY - - SATHRE-BERGQUIST,INFORMATION)OF I NO s EXP EODUCT ISS WRITT N AUOTHIORIZAT OBITED I N. USE WITHOUT AM A DULYY REGIS ERED PROTHOUT PREPARED BY ME OR UNDER FESSIONAL ENGINEER UNDER THE RVISION AND T ps f ----- SWPPP r r r 37865-001-200 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL CHECKEDBY _+ _ ____ __ _. _ . _._-- INDEMNIFY ERGTQHREBNGRUESERV INC.OF RESPONSIBILITY. OHOLD ANY ILLEGITIMATETCWBY �W60FTHESTATEOFMINN�SOTA�� , SATHRE-BERGQUIST, INC. FAWN HILL SWPPP y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 HANHASSEN; RSM __ y- - - ..__. __= USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING s`'J MINNESOTA N N E S OTA DATE - FROM ILLEGITIMATE USE. ROBERT S.MOLSTAD,P.E. �ti ?� Hf HOLDINGS LLC- 06/14/17 - - _ Date: 0 1 Lic.No. -L4I-/-L6 Rs�',PSP .SWPPP STORM SEWER POLLUTION PREVENTION PLAN(SWPPP) W FAWN HILL TO z Z 0 7. Inspection and Maintenance Activites B. Pollution Prevention Management Measures 9. Final Stabilization a Method of Final Stablilization o21 u Identify individual responsible for installing supervising repairing inspecting and maintaining erosion prevention Practices for storage of pesticides,herbicides insecticides,fertilizers,treatment chemical and landscape Upon final grading of any given portion of the site final stabilization must be implemented within 7 < and sediment control BMPs on site Z materials days of completion. a.Stabilization of all exposed areas must be initiated immediately to limit soil erosion but in no case w The owner,HP HOLDINGS,LLC,will be responsible for the operation and maintenance of the erosion and • Petroleum Products:All onsite vehicles and equipment will be monitored for leaks and receive later than seven(7)days after the construction activity in that portion of the site has temporarily or o sediment control BMPs. He will select individuals who will be responsible for the inspections,maintenance,and regular preventative maintenance to reduce the chance of leakage. Petroleum products will be permanently ceased. `a repair activities,and for filling out the inspection and maintenance reports. stored in a tightly sealed container,which is clearly labeled. Any asphalt substances used onsite Once grading is complete,temporary erosion BMPs shall be installed immediately(ie.bio-rolls, (CONTRACTOR-CONTACT-PHONE#) will be applied according to the manufacturer's recommendations. erosion blanket,ditch checks,etc). No later than seven(7)days,the permanent stabilization should The City of Chanhassen will operate and maintain the stormwater ponds.(Water Resources Coordinator-PHONE be in place. #952-227-1160) • Fertilizers:Fertilizers will be applied only in the minimum amounts as recommended by the b.Temporary sediment basin requirements described in Part III.B.1-5 must be used for common The owner shall keep the SWPPP and all supporting documents for three years after the Notice of Termination manufacturer. Once applied,the fertilizer will be worked into the soil to limit the exposure to drainage locations that serve an area with five(5)or more acres disturbed at one time. (NOT). These documents include,but aren't limited to,the SWPPP Narrative,any amendments,inspection and stormwater. This project is being constructed in 1 phases. The permanent dry sediment basins shall be constructed maintenance records,any stormwater related permits,any permanent operation and maintenance agreements, first and all on-site drainage shall be routed to the ponds. The site does not have any concentrated and calculations for temporary and permanent stormwater management systems. • Paints:All containers will be tightly sealed and stored when not required for use. Excess paint will swales that will directly discharge off-site not be discharged into the storm sewer system,but will be properly disposed of in accordance with Procedures to routinely inspect the construction site including: local regulations. Procedures for completing final stabilization: is Final stabilization includes but is not limited to:seed&mulch as described above,Erosion blanket, 1. Description of record-keeping requirements and content Practices for storage and disposal of hazardous materials or toxic waste bio-rolls,sod,and after grading silt fence.All perimeter and down gradient silt fence shall be A maintenance/inspection report will be made after each inspection.A copy of the report will be sent to the inspected and repaired as necessary. City. • All hazardous materials like oil,gasoline and paint must be properly stored. To prevent spills and a. Date/Time of inspections leaks,secondary containment is necessary for hazardous materials. Additional Final Stabilization Notes b. Name of person conducting inspections • A leak proof containment facility shall be used for fuel storage tanks to prevent any leakage from Final Stabilization is not complete until all requirements of Parts IV.G 1-5 are complete: c. Findings of inspections,including locations where corrective actions are needed infiltrating the ground. d. Corrective actions taken • An effort will be made to store only enough products to do the required job. 1.All soil disturbing activities at the site have been completed and all soils are stabilized by a e. Date and amount of rainfall events greater than 1 inch(0.5 inches)in 24 hours.Rainfall amounts must be . All materials stored on site will be stored in a neat and orderly manner. uniform perennial vegetative cover with a density of 70 percent of its expected final growth obtained by a properly maintained rain gauge installed onsite,a weather station that is within 1 mile of your All products will be kept in their original container,with the original labels still attached,unless they density over the entire pervious surface area,or other equivalent means necessary to prevent location or a weather reporting system that provides site specific rainfall data from the radar summaries. are not re-sealable. soil failure under erosive conditions. f. If any discharge is observed to be occurring during the inspection,a record of all points of the property from • Substances will not be mixed with one another unless recommended by the manufacturer. which there is a discharge must be made,and the discharge should be described(i.e.,color,odor,floating, • Whenever possible all of a product will be used up before disposing of a container. Manufacturers'recommendations for proper disposal will be followed. 2.The permanent stormwater management system is constructed,meets all requirements in Part settled,or suspended solids,foam,oil sheen,and other obvious indicators of pollutants)and photographed. • P P P IIID.and is operating as designed.Temporary or permanent sedimentation basins that are to be g. Any amendments to the SWPPP proposed as a result of the inspection must be documented as required in used as permanent water quality management basins have been cleaned of any accumulated Part III.B.within seven(7)calendar days. The site superintendent will routinely inspect the site to ensure proper disposal of all on site materials 2. Frequency of Inspections sediment.All sediment has been removed from conveyance systems and ditches are stabilized Once every seven(7)days during active construction and; Collection,storage and disposal of solid waste in compliance with Minn.R.ch.7035 with permanent cover. Within 24 hours after a rainfall event greater than 0.5 inches in 24 hours,and within seven(7)days after that • Solid Waste-All trash and construction debris from the site will be collected and deposited in a 3.All temporary synthetic and structural erosion prevention and sediment control BMPs(such 3. Areas to be Inspected dumpster.A dumpster will be required for each new home constructed.The dumpsters shall be as silt fence)have been removed on the portions of the site for which the Permittees)is/are The silt fence will be installed prior to any site grading. emptied as necessary. No construction materials shall be buried on site.All solid waste must be responsible.BMPs designed to decompose on site(such as some compost logs)may be left in Only about one half of the site will be exposed at any given time. The grading contractor will be finishing lots disposed of in accordance with the MPCA disposal requirements(Part IV.F.1) place. as the cuts and fills are achieved in accordance with the approved grading plan. All erosion control measures will be inspected every week and following any storm event greater than 0.5"in Management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with 4.For residential construction only,individual lots are considered finally stabilized If the a 24 hour period. Minn.R.ch.7040: structure(s)are finished and temporary erosion protection and downgradient perimeter control All erosion control measures will be maintained in good working order,maintenance and repairs will be has been completed and the residence has been sold to the homeowner.Additionally,the initiated within a 24 hour period of the report. Monitoring of all repairs will be done. • Portable on-site sanitary and septic waste shall adequately be provided and maintained throughout Permittee has distributed the MPCA's"Homeowner Fact Sheet"to the homeowner to inform • Built up sediment will be removed from all silt fence when it has reached one-half of the fence height. the duration of the project. the homeowner of the need for,and benefits of,permanent cover. • Silt fence will be inspected for depth of sediment,tears,and to see if the fabric is securely attached to the • All sanitary sewer waste will be collected from the portable units as required by local regulations. fence posts,and to see if the fence posts are firmly in the ground. • The pond and infiltration/filtration area will be monitored for depth of sediment,and the build up of sediment Spill prevention and response for fueling and equipment or vehicle maintenance: will be removed at the end of the project,if necessary. Spill Control Practices- • The embankment around the ponds and infiltration/filtration areas will be inspected for any breaches or • All spills will be cleaned up immediately after discovery,in accordance with the manufacturer's 10 Steps to stormwater Pollution Prevention on Small Residential Construction Sites • erosion scars,over compaction and any repairs needed,will be promptly made. recommended methods. The seeding and mulching will be inspected for any bare spots,washouts,and for healthy growth. • The spill area will be kept well ventilated. Storn7Water management on Small residential construction Sites/feed not be complicated. ! • Spills of toxic or hazardous materials must be reported to the Minnesota Duty Officer - 4. Additional Inspection notes 1-800-422-0798. Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth • A log of the spill type,location,date,and time will be created by the job superintendent. The spill Post Your Nol and Keep an Up-te-Date ©Protect Any Areas Reserved for Vegetation or Infiltration and Preserve Existing Trees ©Copy of Your SWPPP on Site of sediment collected in the basin reaches one-half 1/2 the storage volume.Drainage and removal must be prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring. y g gardens or bioswales, Post a sign or other notice of your permit coverage. ( ) 9 9 It you will be inmallin mtiltration-based features such as in completed within 72 hours of discovery,or as soon as field conditions allow access(see Part IV.D.). make sure these areas are designated as off limits to amid compaction. including your NPDFS tracking number and site Surface waters,includingdrainage ditches and conveyance systems.must be inspected for evidence of Containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on contact information.Also.keep a copy of your 9 Y Y P Save time and money by vresen•ing existing mature vees during construction. erosion and sediment deposition during each inspection.The Permiftee(s)must remove all deltas and the site: preserving mature vees minimizes the amount of soil that needs to be stabilized - I---- complete and up-to-date SWPPP on site and easily sediment deposited in surface waters,including drainage ways,catch basins,and other drainage systems, once construction is complete.and minimizes me amount of runoff during and after - ircessible.including site maps showing where A defined and limited area of the site shall be used for external washing of construction vehicles. construction activity- earh BMP is or will be installed. and restabilize the areas where sediment removal results in exposed soil.The removal and stabilization ' 9 - must take place within seven(7)days of discovery unless precluded by legal,regulatory,or physical access Washing runoff shall be contained and disposed of in accordance with MPGA.No engine constraints.The Permittee(s)shall use all reasonable efforts to obtain access.If precluded,removal and degreasing allowed on-site. ©Stockpile Your Soil EPA's CGP requires operators to preserve native topsoil on site unless stormwater stabilization must take place within seven(7)calendar days of obtaining access.The Peroiftee(s)is/areinfeasible Storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: it and protect, soil pile with a tarp may he sufficient permits,prior to conducting any work in surface waters. Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto A leak proof containment facility shall be used for all liquid and solid wastes generated by concreteProtect Construction Materials from Run-On and Remold © - paved surfaces.Tracked sediment must be removed from all paved surfaces both on and off site within washout operations. Liquid and solid wastes shall not come in contact with the ground and must be ©Al the end of every workday and during precipitation events,provide 24 hours of discovery,or if applicable,within a shorter time to comply with Part IV.C.6. disposed of in accordance with the MPCA. cover for matenals that could leach pollutants. Designate Waste Disposal Areas s If site conditions result in a needed erosion or sediment control BMP that is not planned for,the inspector or 'O Clearly idemify separate waste disposal areas ( ,.. contractor shall contact the design engineer at Sathre-Bergquist Inc.(952.476.6000)to determine an appropriate on site for hazardous waste,construction waste, t r - plan and BMP to stabilize the affected area. and domestic waste by designating with signage.and protect from run-on - ©Install Perimeter Controls on Downhill Lot Line � 'k Install perimeter controls such as g sediment fitter logs or sit,fences around the downhill boundaries of your site. r / ©Install Inlet Controls Sediment control logs,gravel barriers,and sand or rock bags are options for effective inlet controls. Make sure to remove accumulated sediment whenever it has \\ reached halfway up the coniml. , Site Stabilization O Install a Conerete/Stucces Washout Basin Immediateh•stabilize exposnf portions �:n. R of the site whenever construction work will Designate a leak-proof basin lined with plastic for washing out use stop for 14 or more days.even if work is Crete and stucco containers.Never wash excess stucco or concrete residue only temporarily stopped.Remember,final down a smrm drain or inns a stream! stabilization is required prior to terminating \\\\ Maintainpermit coverage. a Stabilized Exit Pad \ 0 Mim a sediment back-out from vehicles exiting your site by maintaining an exit pad made of crushed rock spread over geotextile fabric.If sediment track-out occurs,remove deposited sediment by the end of the same work day. , DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE—FAWN _ __ ___ ______ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EPa suR,` SWPPP DRAWN BY _ __ ___ __________ SATHRE-BERGQUIST,INC-'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ^ ----------------- 37865-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. e=re N SATHRE-BERGQUIST, INC. CHECKEDBY —INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA,MN.56391 (952)476-6000 HANHASSEN FAWN HILL SWPPP RSM —}———————————————— SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �j � L S' ]-j/ m w y ri ——-�I ———+ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING T— 'p 4p MINNESOTA DATE 1--_ _______________ FROMILLEGITMATEUSE. ROBERT S. OLSTAD,P.E. eN d`' HP HOLDINGS, LLC. 06/14/17 — -— — Date: 0 /t-( l/7 Lia No. _4`L/ZR ``Rs av* SWPPP . W m Z O Z Q - W Q Z F- -. Attnnewa.hla -� + Regural Paik. a m Basemap a - `r. Lake LucV y r J1s Aft f rFlt f;rt J22 r � Greenwood ,T� r Shores Fark � I k r� L�Sctt taF'°' Q, r e ,�15t 1�. s r�1T 'J�t��' Lake Ann 411a .t? rrf g ��uoat BU>tl I\I'y Park. E Hrinker St E Wig1nY it C;t�v L Lak.E-An n Fa rk —.2 � f31ut �;Icauer Ir �r9t1r frr ,ssermat!,. y V/ 713thig rn 70 � r 'rboreh �itN 't 5w rn 7 :taiat1E.r Blvd Em ft I Zr •.Pt cy lel E. Garmln If,]C-REfv1Er,JT P Interniap. USGS METltft]ASA, EPA. rK DRAWING NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN ___ ________________ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT bas So - SWPPP DRAWN BY _ __ ___ _______________ SATHRE-BERGOUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE p b �Fo 37665-001-200 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. lug H SATHRE-B E RGQ U I ST, INC. CHECKED BY INDEMNIFY SATH IST,INC.GOUISERVE THEOF RIGHTRESPONSIBILITY.HOLDANo ,,,, 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 �HANHASSENI' FAWN HILL SWPFFRSM SATHRE-BERGOUIST,INRESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �j S' �/�� my DATE ——USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MIN NES OTA HIP HOLDINGS, LLC. — —— ——— ————————————_—__ FROM ILLEGITMATE USE. ROBERTS A�OLSTAD,P.E. o,,, �a<' 06/14117 Data: O(,//L-/ /(7 Lie.No. Z��1"L8 Fas vim* ''� SWPPP I `-WEST 1/4 CORNER,OF RGE.2SEC,10,TB, C WP. FND.CARVER COUNMON. __WEST LINE OF SV OF _ SECAO.TWP.116.RGE. \ \\ / �1 /l li " \ ii. / /ll UTI /lT A � � \ �—�_ L.1.V v 1♦ I ''/ �`/'J v It LCT LOT 1 (N8J-DEED) ` NV_. INV= `�� p/ -4 m _ 464.93 LEAN N1283.641 o S89 { 1283.64 A , ST. BI6.71 c DECV `4 r co E PIi C .',\ �� - ORxoB - ,. RE? - 29 323° I n m 1`J ry fOi'JmId ` hvm 994' N'P�LS --PARCEL-1 p 7-r_ ._� - Com_ 9.5. I CDL � SEPTIC MOUND \ w CO o3 o s / LI �/ I w \ CANT CANT.�, vl 5' IS O,Q a > \ LIuNmi — b \ 8-992 0 .9220 rh o _ \_ J \\ Imo—2 i \ o ---- — p . i `\ -^se \ __ ... -_ _-_ __� - T li..-9e;.3 E 8 Fence ties are shown on the PARCEL 2 r, "°' D_, �: - _ 12' < / 8 8 I €g side of the boundary line that - _ ,. a\� � -\ _�-�- V• -��___ � LLJ the fence is located on. 1 49344 rIP 403dd Fp 40394 C3-• fNC er.NPI.-MPGI 42 w - 777.134 S x w — m� o N 03 zD w O 1 m _ \ - _"- B - WALL �^ T i s89°IS'S1',w W oN ..:_\, \ __ -(SB DEED) W./ so I ) <( a WETLAND 1 ,TI T y j ��\ �y �� I v I V, . \, TNN= (/) I F O I ^ � i V\✓ � / � NO S�' \/ s-V \ \ �i �-\UTA. ( Baus abased on the Carver County ---' 00 N \\ / \ I \\ LOT I / � � m re Coordinate SYstem IN 83-1886 ad1) 50 25 0 25 50 100 <I O L iv \ -`� � Lj L_v�.l<� ) 7 i t SCALE INFEET LI J o \ '( L' /� • Demees Faasd Property Comer marked with 6] 41%..` .. i _ 1 l y _ L _ p z - / L_V 1'', 1 ,��\C� �� Ipp RLS#d0344 was de+pted _ z \ j l LCT - _ 1`:e — c/I r� p I SITE N N ' T jI tic g _ v N89°18'51°E 464.93 \\\ / , I L rya �r x - .. (1,188'Il3'20"E-DEED) - _ - -\� -v DESCMPTIONOF PROPERTY SURVEYED 3) Flood Zonelnfermatbv:The subject propertl>appeem to hew,thm Zme C,(ame ouNrde thelperemt scowl thence floodo.do, fl/ uel thesoblectpmperty Vmmereenne PI notethetw ilw°ot PIBCWSGopher State One Celli tbisavvey.Tberemaymmayv°ibe (Per ScheduleAofthehereiv nferevced Title Commimrevt) thence sheet flow flooding where average depth...leas Mev l f[,areas of l%samoalchame sveam fioodmg where the econimang dninage area undergmunauefiticsmthemappeder therefore extreme caution mus[be exemise before any excavation cokes place on or veer tlls mm.Before SURVEY LEGEND Mess thanlsquere mile,or areas p,t�c�ed Som Me l%emuat cha..efloodbyl.—.No Base Flood Elevationordepthsaresbown Mot.dds digging,youarerequiredbylawto°odfy Gopba State One C.Battea[48hounivadvanceat651/4540002. Parcelluohaso amerurcl—isnotrequiredinthesewanes)and Zone A(Areaswitha1%amml thence offl,odivgovaa26%chea,ffloodingover That put ofla NOMwat Quarar of Me Southwest Quanta of Section lO,Townsb' 116, 23,Grva Court Mimawn dacdhdas fo0oex: the Ine=30-year mmlgage.Bea°se detaded analyses ere not performed for amb areas;n°depls or bate fl°,dekv was,smshown withia these 4 CAST IRON MONUMENT WOE WALKOUT ELEVATION mW R+aBe ry' as.),per the Neumad Flood heamviceProgram,Flood lnsumme Rate Map Community Panel No.270510005B,dated July 2,1979 a acquired floor 18)Welland DeSnatlov:The We[leotl delineation was preformed by Arrowhead Evvironmennl Covculting end the delineation flags were located nn CATCH BASIN FFE FIRST FLOOR ELEV4T'�' BITUMINOUS Commencing u the West Quarter wmer°fseid sectioe l0;thence on an nuumed maing.f South Imine 56 min Wes 40 secoa nds Esal.vg the Wet timer said the Federal Emergency Mumgerew Agency Web Sim. August 7,2013. 9999-- BUILDING SETBACK LINE SouthwestQ—,.div—of12J3.40fi;dmm,N.n 8gdagras03minuta20uwnds Est,ed,aavceof464.93 f-4thence No.l degree56nmv sQ,,ecaWs SURVBY"PORT 4 FLARED END SECTION GfE GARAGE FLOOR ELEVATIC', --CABLE TV Wat,aa line paNlelto saidweatlireofne SmNVctQnma,adistanceof289.19f;b theman.fbegiuning of Hmw eetbbedescribed;beem ndnuing NOMI 4) Parcel Arevfo a lrmtb av: Grass Area: 479,134 sof.-]0.999 spa Iso GATE VALVE I TOP OF FOUNDATION ELE\ 9999 -- CONCRETE CURB de S6 minutes 40 se4rovtls West alaw lelbsaid wee lire ofthe Southwest a4 degree 03 animus W aesmate R/W Area: 9,940 sof.-0.228 acres < GUY WIRE LOE LOWEST OPENING ELEV. -- -- CONCRETE gra penal Qacm,,a disterceof272.95 f th e1:oM 88 Eu4 a disndn.1`818.71 fat;theta South 6 degree 43 minora 00 secomis Wale dissam,of276.11 fat;Mace Saab 99 degrees 03 mieuta 20 sa,ods Wet,a This map and report was prepared with the benefit of a Commiment fw Title Insurance issued by Custom Home Builders Tttle,LLC,as issuing agent far disanaof—.13fattollwpoivtof cipmog, Wet Arae: 177,738 sof.-4.080 spa Stewart Tile Guaranty Cmpaay,File No.HB-34636,dated May 17,2017. HYDRANT - CABLE TV PEDESTAL CONTOUR EXISTING Net Area: 291,456..£.-6.691 acres. O SURVEY MONUMENT SET ELECTRIC TRANSFORMER - CONTOUR PROPOSED Pual 2. • SURVEY MONUMENT FOUND ELECTRIC MANHOLE —.---> GUARD RAIL That pan of tbe NonhwatQwva o[ihe Southwest QuanaofSecuou lO,Towmhip ll6,Rage 23,Carves Gmry,Mivawn dacribedufolbws: 5) Benchmark: Elevationaerebesed°oMWDOTCometic Dambase Smtiov Nerve:Excelsior AZ hBCwNch hes en a...himof 1025.76 feet 1 We rote the Wowiv thre d to Schedule B ofth,harem referenced Tile Commitment: SURVEY CONTROL POINT ELECTRIC METER 9999 —DRAIN TILE (NAVD88). ) Bu^ BarsQ, Commencing et the Wat Qlurta anma.fseid Sodom lO;Mevceweo asamedh'vg ofS.uMldegre.56 minora 40umvds East along the Watlive o(mid e) 1[emno.'s1-8—notanneyrelated GAS METER ELECTRIC UNDERGROUND Southwest Quartsedisimce of 651.25 CatbMe f £thetxtb be daaibed;Mevice cevtivu' S.uMlde 56 mimttes 40 saovds Bu[el LIGHT POLE p.wto bcgrnn,ug. u,g Brae ovB sutl 6) Zonieg ltfamear em Thecument Zoamg for the subjectpmpeny is A2(Agricultural Estates DistricQpsthe City of Cbsomsmo,wning mepda[ed b) Imm m.9 Subject m Grip,Roes as laid out sol raveled.Showa hereon. GAS VALVE ------- --FENCE Watlice oftha Southwest Quarter,edittance.f 562.12 feet mapoior 1,213.00 fat disYvtfiom said Wen Q,artercoms of Section lO;Mese 88 degree 03 mivuus 20 January 14,2014 a long with partial wning iv BC(BluffCreek Orxrley District). e) 7[em vo.A cit: POWER POLE HAND HOLE -- - FIBER OPTIC UNDERGROUND seconds Bu4edisxrwa of464.93 fce4 thence NOMldegra 56 mivwa 40 arovds Wen,me Bce perelkl braid Wen lice ofihe Southwest Quaneradiwvce 562.15 Pmamofthepmperty Vo i.swea.&whioh.eybe.bjmwfedml,,Wm,orlocalregulam,.,Therigbt[ouu°e iul—, SANITARY MANHOLE Mese we thuds is esceptal harem.Sm TmbleAnme ao.l8 above `C � SOIL BORING GAS UNDERGROUND feu;thane South 88 degrees 03 minora 20 seconds Wa4 edi TA/NS461.93fI N Lpoint°fb A NO Plesse note that the I resaictiovs for the subject C SANITARY CLEANOUT ALTA/NSPS OPTIONAL TABLEANOTES a Bevan° 7 property may have bavamevded through pwess.We be umwure ofsmh SIGN TREE CONIFEROUS --- - OVERHEAD UTILITY mendmctranwd aforti ate. ed dmumentprovided to us.We recommend flntewnhg mla be obMined from the Zoning Adminishamr for 2)Observetiovs/Cornments noted here°,per field survey such as(but mtlimited m):access,occupation,and easements evNor servitudes: 72 TREE DECIDUOUS RAILROAD TRACKS e f,B,vrin t f Table A h v I e Me current restricti,vs for this site. e) Fences I..g the north lice,£Parcel I lTL giemsre erence op'o a urvry resp,aibilitia and GROUND ELEVATION - TELEPHONE MANHOLE SANITARY SEWER buildin We have at b) Fences along the meh lire ofPmcel 2. STORM DRAIN _ TELEPHONE PEDESTAL STORM SEWER vreceived the current wning clessificelm end g setback requeme'vvts from the insurer. III) We have shown the right-of-way of Gelpin Road arms the easterly put of the site.We have surveyed i ase rigin,of--way,that extends 33 feet - STORM MANHOLE TELEPHONE UNDERGROUND 2) Site Addna:7240 Galph Bmleverd,Chevhessen,MN 55331 watsl Som the centerline of 1ffi trav¢kd road.This is the historic [ - _- --�-� Y per pectis of p,viding 66 feet of right-of--way m the meds that develop �TRAFFIC SIGNAL 11) Ullftlea:We have shown the location ofutilileson the sarmyed property by,bservedeviderce°Ny.Theremay bemdergreandubiitiese°cambering vie prescriptive rights.Based upon contemporary case law this right-of-way could be co°smsM m to be soon, ess or lwidth based upm a YARD LIGHT __— _ demrminatiov ofwhat ar is M,Uybeivgudliudf°rbighwayp,posesimludingdnimgeandpoaiblyalopcs. - A/C UNIT UTILITY MANHOLE - UTILITY UNDERGROUND d) OveMend utilityalong the cast line ofine subject popery. WELL _ UTILITY PEDESTAL 9999 '_---WATERMAIN FIELDCREW NO. BY DATE REVISION To:HP Holdings,LLC,and Cosmm Home Builders Tide,LLC as insa ry Company: TWP.116-RGE.23-SEC.10 FILE NO. USE(INCLUDING COPYING,DISTRIBUTION,AND/OR mg agent for Stewart Title Gumev Com TY CONVEYANCE OF INFORMATION)OF THIS PRODUCT IS 2�,Eps a,RL CARVER COUNTY ALTA/NSPS LAND TITLE SURVEY DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,INC.'. This is I,-�AIT t this m or plat mat the survey on which it is bard ween made h...&are with the 2016 Minimum Sial Derail O FO 37866001-20D EXPRESS WRITTEN AUTHORIZATION USE WITHOUT SAID Regu'vemenn ARS Title Surveys jointly aabliMedcodadopted by ALTA scat NSPS,and includes Imms l-4,7a,8,9 aM I,of = SATHRE-BERGQUIST, INC. EJW/DBP AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND Table Afield won completed ov Tuve 2nd,2017. W W CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST,INC.OF Data ofPhtorMap:Juce8,2017 O 150 SOUTH BROADWAY WAYZATA,MN.55397 952 47 PREPARED FOR: ') ALL RESPONSIBILITY SATHRE-BERGOUIST,INC.RESERVER .... q ( ) 6-6DD0 CHANHASSEN, DBP THERIGHTT0HOLD ANY ILLEGITIMATE USER ORPARTY C NFR �P WWW .SATHRE.COM MINNESOTA DATE LEGALLY ESPONSIBLE FOR DAMAGES OR LOSSES David B.PembemgPIS Munn—I—No.40344 %oI d� HP Holdings,LLC 1 05/31/17 RESULTING FROM ILLEGITIMATE USE S p�P' • • —\ WEST 1/4 CORNER OF I SN6,RGE.23 FEE CARVER CO \ \ MON. ! 1 WEST LINE OF SWI/4 OF ! SEC.10,TWP.116,RCE23 h Ar-A f /1I A/ 100 IJ' VI\L_�: I �' IVI L-1-\LJ VV (S88°03'20"W) C] S89018'51°W 1283.60 464.9' 818.67 50 5 o f^, \ v — 30.00 30 00 -- —" 0 208.13 / V m L� I _ 23.29 210.82 e 1146`.- -4.'8 -N 151.95 1 .0 30 30 ^ -------------- C' t6V INC/ OT L ' �`n 1� � 4 _1 ro c r M I� to wry. ISpI �T O UTL �� - M 3 SG �\ v Sq.Ft. 41.02 /. 30 X30 p 1= 34,608 \ / O N _ 11� Sq.Fl o A 17.057 .O Ft. O�h I ,s1 pi M^ p=7°07�1, 0 L q. ,,rn 1 589'48'18"E �� ._�89a _ \ 563° N O13 ,9 5322^ 0 O� M 52'39"E 130.31 _ _ — �4 = _ X80°34'1dog�� C� NB2° __ S3/ 9j<0� —6 Zg'3� F 2 to m , 4, R \\109.73 62.31 i 8jr J7 /at�� 0.2i 2 \ 5 \ - 9530 (9 S9 0 ro 3 `�,\oN '° v \\ 150S� \�� - \� 18.403 \ - 3 19120 , N�� \\g 2 �9 2 v' n R \� sq.Ft I ry0� 0 w� -- sq.Ft. _ m;\ Nn s,'\\\� Sq.Ft. \�� _ �.OS I D �soppm ^\\5270°23'28, I r+l o n LL\ i I,- JI \ \�' Q�,\\\ ,ya� - 's o. �I 515°09 a"W so.'o,coo, ✓�^ 50'2,) 1 o ti Ln� sg) ,( \ Y 2q, /, o - I�= 559° O o 28 282 5 \a,a \O9J� �p4 W I=- I►] �, 96 I - ,= NT025 \�o \'C/ ��hk 16.354 �p� �o ;1\ /6 'S° \\i9s sq.Ft. 24, 15 (Ssb-\�20"W 77h 13) A"', 00 00 6 C v N '\ 1 sq.Ft. to 2j o 8s se9�la 5 w \h�� /�N ^ 8 — V,� m e Q2 17,522 I 50 ce .6, 77'U9 O O h .S Sq Ft. 1<o 50 a7 to $� 34 -- 5 �S� 4225- 4_26 .'Sb� w �oBR� — Ch1 �\ 84.52 �,N89°18'49"E 184.28 `\ 48Fvv i v v `w wrn on �2"�0 1 T IT-7 \S r AElI I^ n � / ao� n .'"� '7 :I^TA AT N89°18'51"E / ..>` / j Sg° 1_ , coN \! M- s v* V v IJ I \ Fi o o y N6 I�w N 21,132 60o tOUTLOT E o CYCSq.FOJ (n 3 vvT�-T �OUTLOT ORS Ath0 te\8c C\l to 00 3a-rv1e9r8C6 aatlthj.)� Coommate ey U) .C\ \S 60 30 0 30 60 120 1 'S U)\ Id C Cl�� i s s \�0o ' F_ SCALE IN FEET w y � 70�� C] o C) <` m to X G� LIJ too c\ Zoning: l�- Proposed Zoning-RLM a> \ 50 ^ 35%Max Impervious Min Width-50ft CD -' Min Area-9,000 s1 o Min Depth-110 It p z ' Fysb-25 ft ( O Sysh-15 ft Total-5 ft Garage z (\ Rysb-25 It \ ' 60'Row-31'8-B Streets \ I 1 N89°1851"E 464.93no / (N88°03'20"E) \ \ t l^T A A T -{= NIT-7 r-A i h A V ^ I I" I11� / L_IV IL_ I /_\I\IVI.� I PREPARED BY PREPARED FOR it SURVEYOR DEVELOPER SOUTHWEST CORNER OF \ SATHRE-BERGQUIST,INC. '.HOMESTEAD PARTNERS.LLC m - SEC.10,TWP.n6,RGE.23 / 150 SOUTH BROADWAY 6035 CULLIGAN WAY 1 FND.CARVER COUNTY MON. WAYZATA,MINNESOTA 55391 MINNETONKA,MN 55345 PHONE:(952)476-6000 CONTACT: • _ \\ / PHONE'(952)478-0104 TOM KRITGES PHONE(612)27 PHONE:(612)272-9701 CONTACT:DAVID PEMBERTON,PLS TOMB@HOMESTEAD-PARTNERS.COM EMAIL:PEMBERTONQSATHRE.COM DESCRIPTION OF PROPERTY SURVEYED 3) Parcel Ara lvformatbn: Gross Area: 507,182 af.-11.643 acres That pan,fine NOMwat Qummrofine Safwed Quarter of Shim 10,Township 116,Range 23,Carves Couvry,Mimaaou describod u follows: Rnl Area: 9,941e.f.- 0.226,mea DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: CommeaingaztM West Qluna cemsofeeid settles l0;feae onanuamN baring of Soufldegra 56 mivms 30,ands Eanalong the Wed line of said Wer Area: 121,131.:l 4.080 acres Southwest Qusrkr,ad'uteaz of1213.40 f;mace NoM88degras03minute20 saovds Pun,adhuw-of464.93 fed;Iheace NoM 1&,we 56 minutes 40 semnds Net Area: 319,504 s.f.-7.33—S. Weston v line parallel to said west line of she Saamwst Qaans,a distance of2N.19 fat;m the poiat ofbe tmaing offs tied In bo deactibed;that,conduche NOM I degree 56 minora 40 Seconds West as line-AM to said wwn lineof me Soumweat Qunco, dism tceof272.96 fam t; aw NM O 88 degms 03 minors 20 secoads 4) Benchmark: Elmo—me based on MN/DOT Geodetic Databa,Station Name:Exwlsior AZ Mlev K which has an eationof.1025.76 fed 5 __ Est,a diamvco of 818.]]f,fence South 6 de®ec 43 minors W Seconds WaI a distance 0(2]6.11 face thence South 86 depee 03 minutes 20 seavds Wal,a (NAVD88). disaaceo171.13f mdciscou°Ibegivwag. And 5) Zoning Informatloe:The current Zouiog for the subject property is A2(Agricultural Ertnts Dishic0 per rhe Ciry of Chavba rn's inning map dated Thal pen of the Northwest Quan,r of the Sathwat Quota of Section]0,Township 116,ltange23,Grva Canty,Mianesom dacdb�as fnmva botany y 14,2014 along with phial zoning in BC(Bluff Creek Overlay District). 5 Comnaenwag at the Wet Quarte+amaofWd Savor 10;th— Scammed bemiaBof Soum l degree 56 union.40 seavds East ebn,the Wed liner Said - Pleasenom that the general resmcaovs for the subject property may Leve ban amended fmugh a city process.We could he unaware of such Soumwut Quana,adinnce of 65125 tmmthe point ofbegruutug ofthetixam hedembed,face anmumg Soum ldegra 56 minute 40 aronda Fart ilovg said emevdmenu sff tiv,recorded dosmmrnt V eyereno yrovtdedtous.WerecotnrveWfatemnuagletterbeMtainedfromtheZovivgAdminlshntorfor Wen lire of Oro Samaeat Quarter,a dasuvice of 56212 fW m a point 1,213.40 fat NSual from sed Wat Qumtacomn ofSxvm 10,thvce BB degrees 03 minutes 20 the curtest resmetions for this site. ' __ I Seconds Eal,edauwcof464.93mtduaa NoMldegra 36 mvuls 40 xaodsWst ova Lae pewletmSaid WsllLw of the Soufwstf2wrtaadstavce 562.15 p� p - L - - C fat;theca 5oum BBdegree03minors20seconds We4ndil o of464.93fedmthepmvtof - - beguuung. Wehave not recehedthe cement mvmg classrt,lum and budding setback eq,imments firma the insurer SITE I' N And I Outlet B,Curtin,VISTAS AT BENTZ FARMS,according m rhe recorded plat thereof,Carver County,Minnesota. 6) UtWBe:We have,bowm thc lacafm of ufilifm m the mr qW property by observed evidence only There may he undeW and utilttie encumbering N T the sub3ec[propaty we are unawarePleasenow that we Leve not placed eCropher Stam One Celli this amaey There may or may mat be NOT TO SCALE _ ,-. Y underground militie in the mapped area,therefore extreme caution must he exert[,before any excavation takes place on or near ths site.Befre 1) Site Add—7240 Galen,Boulevard,Chanhassen,MN 55331 6 digging,you are required by lewmnohfy Gopher Staf Ove Call atlas[48 hoursmedvaceeat 657/4540002. '(f Being 5 feet in width and adjoining lot lintsS,unless otherwise C '-� - M 2) Flood Zove her ormaflov:The subject property.eypems m lie within C,(area outside the 1-percent amuel chance floodplaw,eras of I%emuw 7 Wetland Delivmtb°:Toe Wetland delinuflon was formed b Artowhead Emiummeaul Consulting d toe deliceetion fla indicated,end 10 feet ID width and adjoining tight of way lines, A A hence sbeet flow flooding where average depths are less than 1 Root,areas of I%annual chance shoes flonding where the coonibuJag drainage arta ) pre Y Ban 6s were located w L P is less fan I square mile,or fees protected fora the 1%smnd chance flood by fvea.No Base Flood Elevations or depths arc shown within this Aug..7,2013. unless otherwise indicated,as shown On the plat. 6 ce.Insurance purchase is not inquired in these mors)and Zone A(Areas with a 1%annual chance offloodivg and a 26-4 chance of flooding over thelifi—fa30-yarmortgage Because detailed malyses=,at performedto,web meas;nodepths or base flood elevations are shown within these nes.),per rhe Nadoml Flood fsumnce Program,Flood Ivsurevee Rete Map Community Pinel No.2705100058,dated July 2,1979.ecquimd flora the Federal Emergency Management Agency Web Sim. FIELD CREW NO. BY DATE REVISION I hereby certify that this Sarney,plan or report was prepared by me or under my direct Supervision and that I am a duty Licensed TWP:116-RGE.23-SEC.10 FILE NO. XXX USE YANCDINGCOPYING,ON)O THISPRODUCR Land Serve or under the laws of the State ofMinnewta. NS S L ty PRELIMINARY PLAT CONVEYANCE OF INFORMATION)OF THIS PRODUCT IS y EE pR CBNer CODs e DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,INC's R� 37865-001-200 FO(PRESSWRITTEN AUTHORIZATION USEWITHOUTSAID Dated this_day of Jtme,2017. _� ° SATHRE-BERGQUIST, INC. JJA AUTHORIZATION CONST ITOTES ANILLEGITIMATE USE AND W m FAWN HILL CHECKED SHALL THEREBY INDEMNIFYSATHRE-BERGQUIST,INC.OF 150 SOUTH BROADWAY WAYZATA,MIN.55391 9 HANHASSEN 1 DBP ALL RESPONSIBILITY.SATHRE-BERGQUIST,INC-RESERVES m w N ($2)476-6000 _ THERIGHTTOHOLD ANY ILLEGITIMATE USER ORPARTY N 0� WWW.SATHRE.COM MINNESOTA DATE LEGALLY RESULTING RESPONSIBLE FOR DAMAGES MATE USE LOSSES p raid Bma@Sat Mg PLS Mimmals License No.40344 O'1' HOMSTEAD PARTNERS LLC OfVOB/2017 RESULTING FROM ILLEGITIMATE USE. pembettonQselhre.com FRS P�P f FAWN HILL PLAT FILE NO. • �\ WEST 1/4 CORNER OF C.R. DOC. NO. SE FND.1 CARVER I COUNTY MON. \ \ I WEST LINE OF SWI/4 OF ( SEC.10,TWP.116.RGE.23 r- .1 _<] I N /'\Lt r-^T .-) eArA n/llA/ too 1�_ IVI L_n V V V V (S88°03'20"W) �- S89°18'51"W 1283.60 so (818.71) [] 1 - 464.93 818.67 C] 210.82 146.57 144.78 `� — 30.00 30.0o — — — — — — o l — — —208.13 s0 s7 < x'-23.29 h / \ N 151.95 30 3O m� 298.54 / �, I \Itv!`Lr/ ♦ / 1 Q to s a w co //\ 50 ^T \ \ OUTLOT h. `S, 4 M —=M— M _ 3 —I I /\10 N 5D / 3 v O M / 41.02_// 30 30 oI I 4 ///06 I NO b., Ov n �,(``) a=!°201)1" `� n o 00 2 [] `•� Ss i\o �� [\YY °r N82°52'39"E 192.00 -'� mVJ �Q; °o I Ila cC _� \ 60 30 0 30 60 120 CJ \ 3632 F hN O� 3 NO 130.31 _ _ — (11 1 y 58948'18"E =8O"4 9"E SSST, h� J L5>?g, /5k�� to W LIJ I 2" M 5239"E `� 109.73 82, �@>/3>° g� 8 2 � SCALE IN FEET zg.30 //9 s9 0 �(' ro m o1N \ �\ 1508 3j, \3 F 0� ry°�N5 O w S `�\ -to j, n�s /°5�•0 �10S /.o` p'ps�o,'m \\ 82.77 ' ° rr'\ > of /FF. A/N / W 0J opo / 5()'2,5n g o o /q\\ `fl k /AN AC / \7° m s• I v+ <� g_w AN \ \ S6s32,3OF ss Y o II✓aNII //_N 0j/25.g2E/ 296 / ��'o'-�\') �o�QqJp�� o�5/kfti7�69�0�9%kti'S11 'Up U 7b6�9� 8112'5.3Ld '25" 5�"y j� 429<o 22/ I ~a N yn N DRAINAGE rrt�h�� 4,A$ AND The bearing basis is the west line of the 'o S�� ,y ,[•� 1F Jo 2 pr1,/°O`\' EASEMENT \v n Southwest Quarter of Section 10,Township 116 7 N \ 8 / 2 . o S88°03'20"W 777.13)/`L �y �o� C West,Range 23 North which is assumed to bear /k'l,' 'S \ oo, / N �" /�•Ju 1,41 w / 6\ S89°18'51"w/`y• /k6 00 s> C O� 6 I so South oo degrees al minutes 09 seconds East. C> \ \ ..t �25E�/ p�?S s c yo `!& 777.09 �p� �o g\ X23 S$y° �� 50 C7je y i 9_N)9° 5 _Sj 42.25 42.26 43.86 43.86 96.56\ \36 I w m3208"W�cj'I t \ Re., tri ir1 nr n \W 84.52 N89°18'49"E 184.28 \ F,CU 1 Lv 1 v / 1 iso �.� S \ r-A—tt A, i. \ II^TA 9 AT N89°18'51E — r-n1T-7 \ S cp (,r V I J 1 n.: \ryry/ r\I \- - �} ,( L,L_1 N 1 L_ \ i \IVI... M O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No.40344 OUTLOT E . Sw1 Rq1 °° OUTLOT F /R$ Z D Denotes aFound lmaMonument Fqs�GgCF �Y / X60 N r N gS \ 0 Denotes a Found Cast-Iron-Monument cow DEAISEMENT OVER ALLNAGE AND - �Oy TC//Y� �� \� \I 00 OF OUTLOT E vwi {L T �,�5 1 Z (xxxx)Denotes Deed Dimension WET LAND m 00 ' too X —J i.j N to � D U_ 0) lT O t ^� KNOW ALL PERSONS BY THESE PRESENTS:That Cheahassen Investment LLC.,fee owner of the following described property situated in the State of STATE OF MINNESOTA Minnesota,County of Carver,to wit: COUNTY OF HENNEPIN O 1 Z That part of the Northwest Quarter of the Southwest Quarter of Section 10,Township 116,Range 23,Carver County,Minnesota described as follows: The foregoing instrument was acknowledged before me this day of ,2017,by David B.Pemberton,Professional Land Surveyor, \ Commencing at the West Quarter comer ofsaid section 10;thence on an assumed bearing of South 1 degree 56 minutes 40 seconds Fast along the West line ofsaid Southwest Quarter, Minnesota License No.40344. dis="of 1213.40 fret;thence North 88 degrees 03 minutes 20 seconds East,a distance of 464.93 feet thence North I degree 56 minutes 40 second West on a line parallel to said \ 1 west line of the Southwest Quarter,a distance of289.19 feet;to the point of beginning of the tract to be described;thence continuing North I degree 56 minutes 40 second Weston a \ \ Nonparallel to said west line ofthe Southwest Quarter,a distance of 272.96 feet,thence North 88 degmes 03 minutes 20 second East,a distance of 818.71 feet;thence South 6 degrees Notary Public,Hennepin County,Minnesota Notary Printed Name N89°18'51"E 464.93 43 minutes 00 second West a distance of 276.11 feet degrees 03 South 88 deg03 minutes 20 second West a distance of 777.13 feet to the point of beginning. My Commission Expires: I m (N88°03'20"E) And CHANHASSEN,MINNESOTA \ I I^T A A T ;j r n I T-7 r-A[)A A^ This plat of FAWN HELL was approved and accepted by the City Council of the City of Chanhassen,Minnesota at a regular meeting held this day of a V I I n n I L,L_I V I L- I /-\I\IVI.: That part ofthe Northwest Quarter of the Southwest Quarter of Section 10,Township 116,Range 23,Carvcr County,Minnesota described w follows: , P I Commencing at the West Quarter comer ofsaid Section 10;thence man assumed bearing of South 1 degree 56 minutes 40 second East along the West line ofsaid Southwest Quarter, 2017,and is in compliance with the provisions of Minnesota Statues Section 505.03,Subdivision 2. feet a distance o1651.25to the point of beginning of the tract to be described;thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter,a distaace of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10;thence 88 degrees 03 minutes 20 second East,a distance of464.93 feet CITY COUNCIL OF THE CITY OF CHANHASSEN,MINNESOTA thence North 1 56 minutes 40 secoads West on a tine c degree parallel w said West lice o£We Southwest Quarter,a di, 562.15 feet thence South 88 degrees 03 minutes 20 second N SOUTHWEST CORNER OF West,a distance of464,93 feet to the point ofbeginoing. By: Mayor SEC.10,TWP.116,RGE.23 1 FIND CARVER COUNTY MON. 1 And 1 • — Outlot B,C and D,VISTAS AT HENTZ FARMS,according to the recorded plat thereof,Carver County,Minnesota. By: ,Administrator COUNTYSURVEYOR, DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Has caused the snore to be surveyed and platted as FAWN HILL and does hereby dedicate to the public for public use forever the Carver County,Minnesota public ways and drainage and utility easements,as shown on this plat Pursuant to Chapter 395,Minnesota Laws of 1971,this plat has been approved this day of 5 In witness whereof said Chanhassen Investment LLC.has caused these presents to be signed by its proper officer this day of Brian Pmake,Carver County Surveyor 2017. I Chanhassen Investment LLC. By. f COUNTY AUDITOR/FREASURER Matt Hanish,Vice President Carver County,Minnesota L _ _ _ STATE OF MINNESOTA I hereby certify that taxes payable in and prior years have been paid for land described on this plat Dated this day of COUNTY OF 2017. Laurie Davies,County Auditortfreasurer NOT TO SCALE The foregoing instrument was acknowledged before me this_day of 2017,by Matt Hanish,Vice President of Chanhassen Investment LLC. Being 5 feet in width and adjoining lot lines,unless otherwise BY indicated,and 10 feet in width and adjoining right of way lines, unless otherwise indicated,as shown on the plat Notary Public,Hennepin County,Minnesota Notary Printed Name My Commission Expires: COUNTY RECORDER, Carver County,Minnesota SURVEYORS CERTIFICATE 1 hereby certify that this plat of FAWN HBLL was filed this_day of ,2017,at o'clock_.M.as Document No. I David B.Pemberton,do hereby certify that this plat was prepared by are or under my direct supervision,that I am a duly licensed land surveyor in the State of Minnesota;that this plat is a correct representation of the boundary survey;that all mathematical data and labels are correctly designated on the plat that all monuments County Recorder depicted on the plat have been or will be correctly set within one year as indicated on the plat that all water boundaries and wet lands as defined in Minnesota Statutes, r�Epa s0R` Section 505.01,Subdivision 3 existing as of the date of this certification are shown and labeled on the plat and that all public ways are shown and labeled on the plat By: SATHRE-BERGQUIST, INC. Dated this day_of 2017, ONERa P`P�? David B.Pemberton,Professional Land Surveyor Minnesota License No.40344 1 Carper County ft 6& Works f7dministration 11360Jf�(t�V 212 Operations sufte 1 Program(Delivery Cofrogne,XX 55322-8016 (Parks Tfume(952)466-5200 -Fax(952)466-5223 July 6, 2017 City of Chanhassen C/o Robert Generous Re: Development Review Comments: Fawn Hill Preliminary Plat and Rezoning — 7240 Galpin Blvd (CR 117)—Fawn Hill Road Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval as requirements for the subject development and any necessary permits to be issued for the project: 1. Prior to Plat approval, the County would like to review and approve an exhibit drawing showing a cross section of Galpin Blvd and the adjacent lots 4-5-6 at the north and south ends of the plat. The cross section would show the future road improvements and how these improvements might affect the subject lot grades and lot proposed improvements. The two cross sections should be referenced to a plan view at 1:40 scale from center of existing ROW and existing grade, with notes on proposed grades for the roadway and subject lots. 2. The plans show converting the end of a culvert to a drop inlet structure. It is hard to tell how the grading and this structure will work together. It needs to be made clear how the drainage along the west side of Galpin Blvd works with this change. The contours were not clear. 3. Per County Surveyor comments, the boundary appears consistent with adjoining plats and verified by several found corner markers. Street names and centerlines are a continuation from adjoining plats. Galpin Blvd should also have a "County Road No. 117" label. Galpin RW Dedication from 33 to 50 feet is correct and matches adjoining plats. May want to show or document controlled access for Lots 5 & 6 onto Galpin. Outlots A thru C appear created for lot expansions from the north. Purpose of landlocked Outlot D? No other survey comments. 4. Related to parks and trails, please provide for County review and approval some type of additional, declarative sub-report and figures of the specific plans and impacts to the City and County regional and linking trails plan for the highways and areas related to the plat and this development. 5. Any existing field access or existing driveways will need to be removed and replaced with ditch and /or curb and gutter in order to preclude nuisance use. Note to same shall be made on face of site plan. 6. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a- R:\Program Delivery\Transportation\Development Review\2017\ ep rrnit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 7. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick(cbco.carver.mn.us or by phone at (952) 466-5208. Sincerely. Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works cc: Chad Braun (TE/ Permits) RAProgram Delivery\Transportation\Development Review\2017\ ILermit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 7. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick(aco.carver mn us or by phone at (952) 466-5208. Sincerely. Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works cc: Chad Braun (TE/Permits) RAProgram Delivery\Transportation\Development Review\2017\ From:Terry Jeffery [mailto:tieffery@rpbcwd.org] Sent: Wednesday,July 05, 2017 11:07 AM To:twelshinger@sathre.com Cc: tomb@homestead-partners.com;ssobiech@barr.com; Smith, Stephanie <sbsmith@ci.chanhassen.mn.us> Subject: 2017-047 Fawn Hill initial comments on incomplete application Fawn Hill Review Comments to Applicant 7/5/17 TRJ The RPBCWD received your application and supporting information for the proposed Fawn Hill subdivision and site improvement plan in Chanhassen on June 23, 2017. The application has been assigned permit number 2017-047. 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 set of plan redlines. 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: 1. Stormwater management model and report consistent with Rule J, subsections 4.1 and 4.3 including electronic versions of the models used. 2. Because the property is immediately adjacent to a wetland, riparian to Bluff Creek, the proposed subdivision will trigger Rule D —Wetland and Creek Buffers. Information must be submitted as stipulated in Rule D, §7 Because the project involves work below the 100-year flood elevation of a waterbody (floodplain wetland of Bluff Creek), the project must conform to the requirements in the RPBCWD Floodplain Management and Drainage Alterations rule (Rule B, Subsection 2.1). To conform to the RPBCWD Rule B the following revisions are needed: B1.It appears that, at a minimum, work will occur below the floodplain (956.13)for the proposed flared end section. Please continue existing ground elevation in profile view on sheet 4 of 11. Placement of fill below the 100-year flood elevation is prohibited unless fully compensatory storage at the same elevation (+/- 1 foot) is provided. Please provide a table listing the cut and fill at 1 foot intervals below the floodplain elevation. B2.The following note must be added to the plans: Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. Because the project will involve 5.74 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.The erosion control plan must include the "Standard Erosion Control and Aquatic Invasive Species Notes" which can be found on the permit page on the District's website. http://www.rl)bcwd.org/permits/ Because the project creates 10 lots (not including outlots) and disturbs greater than 5,000 square feet of land, 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 all supporting materials as required by Rule J, Section 4 including electronic copies of the models used for design. J2. Please provide geotechnical study for the subject property. J3. The project must meet the criteria listed in Rule J, subsection 3.1. J4. 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 may 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 (952.807.6885) or Scott Sobiech (cc'd on this e-mail, 952-832-2755)with any questions or concerns. Thank you, CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen,being first duly sworn, on oath deposes that she is and was on July 6, 2017 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 request for a rezoning from Agricultural Estate (A2) to Residential Low and Medium Density District (RLM); Conditional Use Permit for development within the Bluff Creek Corridor, and a Preliminary Plat for 10 single family lots creating 9 new homes and one existing home to remain with 6 outlots,with a variance, 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. i yl' Kim T. euwissen, Deputy Cl rk Subscribed and swarm to before me this_L_day of �wl� , 2017. 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(U (B O v��V a O')L) w t o�.E zE n N V O U U "coo, c£wo Ncamxi in of noo Eo3c U OE m O...o Jc m« `U cc N 2 M4; <Eo r¢ 0NmF5w 0 rn�m C O- 7 L � m c m O-. c a a c m D U o n c m a d G1 od 7 C Cy@o- w� m0ocf.0 V) a�'c n0 E .. C' d (A r C (B oamED mamm �o am mn C C C lO O C C O E Ua c� �� °' >.=��Uin� JOLLttn O U) �' O = O 4) �_ �. 3�r °o �on3am ns�° nN nmw� mo i+ O C1 lU a+ �, O N E O U >'> Qoo a�m��oom n rn3 » o d O C. C. (O (O .0 d E > Y m=o cmc- cmv a>" mmm O 0 O .0 +' 7 0 LV U 2noD.c mc>oL JLp� o� cami � �m r.+ (O �`COU o._(n m H a 3 > U a¢ E m T- o d CL -i (O CYu z O_ � . CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT#2016-13 I 1. Permit. Subject to the terms and conditions set forth herein,the City of Chanhassen hereby grants a conditional use permit for the following use: For the Fawn Hill residential development project to develop within the Bluff Creek Overlay District. 2. Property. The permit is for the following-described property located at 7240 Galpin Boulevard("subject property")in the City of Chanhassen,Carver County,Minnesota: All Lots,Blocks and Outlots of Fawn Hill, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. Outlot A, encompassing the large wetland area, shall be dedicated to the City. b. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced,this permit shall lapse,unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 14,2017 1 CITY OF CHANHASSEN By: Denny Laufenburger, Mayor (SEAL) By: Todd Gerhardt,City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2017,by Denny Laufenburger Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation,on behalf of the corporation and pursuant to authority granted by its City Council. Notary Public DRAFTED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen,MN 55317 (952)227-1100 2 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES,MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE,THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning from Agricultural Estate (A-2) to Residential-Low & Medium Density (RLM), for property within the Fawn Hill development,with the following legal description: Lots 1 through 4, Block 1, Lots 1 through 6, Block 2, Fawn Hill, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning,but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 14th day of August, 2017,by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on )