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Home My WebLink About08/17/2022 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 The Planning C ommission meeting is both a web broadcast and on a virtual access template to allow remote public participation. The meeting is always open to the public at the Municipal C enter. August 17, 2022 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of August 3, 2022 Regular Meeting 4.Public Hearings A.Floor and Decor 1. C onsider proposed zoning amendments to Planned Development No. 507/Zone 1 to include building materials sales as a permitted use 2. C onsider an increase to the building coverage from 20% to 30% 3. Site Plan/Building Permit Authorization to allow for the construction of a 80,000-sq. ft. building on 6.45 acres LO C AT IO N: 15630 Cedar Avenue A PPLIC A N T: CenterPoint Integrated Solutions and A P Apple Valley Limited Partnership B.Apple Valley Square 7th Addition LO C AT IO N: 7575 153rd St W. A PPLIC A N T: Apple Valley Minnesota Realty LLC 5.Land Use / Action Items A.Woodwinds 8th Addition Preliminary Plat 1. C onsider a subdivision of 5297 140th St. W. a 2.97 acre lot by preliminary plat into six single-family lots. LO C AT IO N: 5297 140th St. W. A PPLIC A N T: Robert McNearney of McNearney Custom Homes 6.Other Business A.A. Orchard Place Amenity Area/North Creek Greenway Trail C oncepts 1. Review of concepts for a gathering space and amenities to be incorporated in the Orchard Place commercial development. LO C AT IO N: Orchard Place Commercial Development Area located south of 155th Street West, west of Pilot Knob Road, north of 157th Street West and east of the Orchard Place townhome development A PPLIC A N T: City of Apple Valley B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, September 7, 2022 - 7:00 p.m. Planning Commission - Wednesday, September 21, 2022 - 7:00 p.m. C ity Council - T hursday, August 25, 2022 - 7:00 p.m. C ity Council - T hursday, September 8, 2022 - 7:00 p.m. C.Review and C omments from Bruce Nordquist, Outgoing Community Development Director 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of A ugust 3, 2022 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of regular meeting of August 3, 2022. S UM M ARY: T he minutes of the last regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES August 3, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, Keith Diekmann, David Schindler, Phil Mahowald, Becky Sandahl and Jeff Prewitt Member(s) Absent: None City staff members attending: Community Develo pment Director Bruce Nordquist, City Planner Tom Lovelace, City Engineer Brandon Anderson, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann, approving the agenda. Roll call vote: Ayes - 7 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of July 20, 2022. Roll call vote: Ayes – 7 – Nays – 0. 4. PUBLIC HEARING No public hearing items. 5. LAND USE A. Orchard Place 5th Addition Planner Lovelace presented the staff report. Commissioner Diekmann asked why only Lot 2 has condition #9 regarding the public and drainage and utility easement listed in the staff report. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 3, 2022 Page 2 of 4 Planner Lovelace stated that it refers to the easement south of Lot 2 as previously, the building was in the easement area and the City wanted to clarify that it cannot be in the easement. Commissioner Diekmann asked why this is not a condition of Lot 1 since it also abuts an easement. Planner Lovelace explained that it is a private easement with the pipeline company and this condition is already set in place between the applicant and the pipeline company. The applicant would need to have permission from the pipeline company. Commissioner Diekmann asked if Lot 1 could ever have a drive-through added. Planner Lovelace stated that it could and they have left an open area though they would need permission with the pipeline company. Commissioner Scanlan asked if the sidewalk would cross the exit to the drive-through. Planner Lovelace stated that is correct. Commissioner Scanlan asked if a speedbump would be a consideration in order to control speed. Planner Lovelace said that it was discussed but the location of the pickup window is close to the pedestrian crossover and may not be necessary as most will be at lower speeds. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend approval of the replat of Outlot D, Orchard Place 2nd Addition into the Orchard Place 5th Addition preliminary plat subject to conditions 1 through 7 in the staff report. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend site plan/building permit authorization approval for a 7,006 sq. ft. multi-tenant commercial building on property on Lot 1, Block 1, Orchard Place 5th Addition subject to conditions 1 through 10 in the staff report. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend site plan/building permit authorization approval for a 7,006 CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 3, 2022 Page 3 of 4 sq. ft. multi-tenant commercial building on property on Lot 2, Block 1, Orchard Place 5th Addition. Roll call vote: Ayes – 7 – Nays – 0. B. Fire Station No. 2 Site Plan and Building Permit Authorization Planner Sharpe presented the staff report. Chair Kurtz asked if the construction currently on 140th St will need to be redone once this project begins. Planner Sharpe stated he did not believe this project would have any effect to the current construction. City Engineer Anderson advised that there is currently construction in most of Apple Valley. There are several ROW permits for various utility work throughout the City. He also stated that this work will be finished well before any construction would begin on the Fire Station. Due to timing, there are often times that work needs to be redone. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend a finding of conformance to the Comprehensive Plan for the redevelopment of Fire Station No. 2. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler, to adopt Resolution No. 2022-01, Resolution Pursuant to Minnesota Statutes Section 462.356 for Reconstruction of Apple Valley Fire Station No. 2 Conformance to the Apple Valley Comprehensive Plan. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend a 1% building coverage variance where a maximum building coverage of 20% is permitted and a building coverage of 21% is proposed. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend a maximum height variance of 2’ where 40’ is permitted and a maximum of 42’ is proposed. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend an 8’ parking setback variance from the eastern property line. Roll call vote: Ayes – 7 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 3, 2022 Page 4 of 4 MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend site plan/building permit authorization for a 30,111 sq. ft. fire station at 13995 Galaxie Ave. Roll call vote: Ayes – 7 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, August 17, 2022, 7:00 p.m. The next City Council meeting is Thursday, August 11, 2022, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, to adjourn the meeting at 7:38 p.m. Roll call vote: Ayes – 7 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 8/17/2022 . Jodi Kurtz, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:P ublic Hearings Description: Floor and Decor S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: CenterP oint I ntegrated Solution, L L C and A P A pple Valley L imited P artnership P roject Number: P C22-08-B Z Applicant Date: 7/13/2022 60 Days: 9/10/2022 120 Days: 11/9/2022 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing. S UM M ARY: For consideration is a request from C enterPoint Integrated Solutions and A P Apple Valley Limited Partnership to amend Planned Development No. 507 to allow for building material sales as a permitted use in Zone 1 and to increase the building coverage from 20% to 30% in that zone. T hey are also requesting site plan/building permit authorization approval that would demolish the existing 72,916-sq. ft. multi-screen movie theater and construct an 80,000-sq. ft. building materials sales store. T he site is located at 15630 Cedar Avenue and is adjacent to the Apple Valley Transit Station, Red Robin restaurant and Holiday gas and convenience store operation to the north; the former Apple Valley Transit Station and C ortland Square senior apartments to the east; Fairview Cedar Ridge Clinic to the south; and Cedar Avenue to the west. Access to the site will be off Gaslight Drive, a local street that connects with 155th Street West to the north and 157th Street West to the south. Both 155th and 157th Street are collector streets that are designed to distribute and channel trips between local streets and arterials. No access will be allowed from C edar Avenue or 155th Street West. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "C " (Commercial) on the 2040 Comprehensive Plan Land Use Map. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. T he City uses the zoning ordinance to regulate the intensity and characteristics of development. Lower-intensity districts include "LB" (Limited Business) and "N C C" (Neighborhood Convenience C enter). Higher-intensity districts include "G B" (General Business) and "RB" (Retail Business). Each zoning district establishes land use and performance standards such as parking, building setbacks, storm water infiltration, access and lot coverage set the parameters for development. Zoning: T he property is currently zoned "P D-507/Zone 1 (Planned Development). T he purpose of this planned development designation is to provide for an integrated mix of certain types of neighborhood convenience retail, office, medical, restaurant, commercial recreation, transit related and institutional uses. Permitted uses in Zone 1 include convenience stores, offices, daycare centers, a variety of retail uses, Class I and II restaurants, movie theaters, bowling alleys, athletic clubs, and other similar recreational uses, and on-sale liquor in conjunction with a restaurant. Conditional uses include motor fuel sales and car wash operations as part of a convenience store, and hours of operation for uses adjacent to residential uses between the hours of 1:00 a.m. and 6:00 a.m. T he planned development ordinance also requires that all deliveries and loading done in conjunction with a use shall be done during normal hours of operation. T he proposed retail operation is not listed as a permitted or conditional use. T he applicant has requested an amendment to the planned development ordinance to allow for building materials sales a permitted use within Zone 1 of the planned development. Also, the proposed development plans indicate that the building will cover 28.5% of the site, which is 8.5% more than what is currently allowed in Zone 1 of the planned development. T he applicant is requesting an amendment to the minimum area requirements section of the planned ordinance to allow for a building coverage increase from 20% to 30%. Site P lan:T he subject property is the current location of 72,916-sq. ft. multi-screen movie theater complex and surface parking lot. T he applicant is proposing to tear down the theater and remove all but the most northerly parking lot. T he current building is oriented so that the front of the building is facing north. T he proposed building will be oriented so the main entrance will face west along Cedar Avenue. T here are several existing easements on the property. T hey include the typical drainage and utility easements along the perimeter of the property as well other drainage and utility easements, sidewalk, sidewalk and trail, trail and utility, access restriction, sign and sight line easements. A ny impact to the existing easements due to the redevelopment of this property will need to be addressed. T he C ity Engineer has indicated that existing drainage and utility easements will need to be vacated for relocation of storm sewer on the site. T he plan also shows the construction of a 80,000-sq. ft. building addition of 113 parking spaces along the west and north side of the property. T he planned development ordinance requires that parking areas shall be screened from views of adjacent streets and residential areas through a combination of planting and berming. Vehicle access to the site will be from Gaslight Drive via an existing drive aisle and a new driveway. Delivery vehicles will access the site and the receiving docks from the new driveway. T he new driveway will also provide indirect access to the customer parking areas. No direct access from C edar Avenue and 155th Street West will be permitted. Traffic circulation patterns, and ingress and egress to the site shall be designed so as to minimize the impact on adjacent residential uses directly to the east. A traffic report has been prepared that shows existing traffic compared to proposed traffic. T he report indicates that the amount of traffic generated by the proposed building material sales store will be significantly lower than the current theater use. Bicycle rack shall be provided, but shall not impede the use of the sidewalks adjacent to the building. Motorcycle parking shall also be provided near the building entrance, but shall not encroach into the walkways. Receiving docks, a trash compactor and trash enclosure will be located in the southeast corner of the site. A ten-foot tall masonry wall will screen the docks and trash compactor. T he trash area will be located in a separate enclosure. T he exterior finish of the screen wall and trash enclosure shall be the same material used on the exterior of building. Grading: Grading will be done to prepare the site for development. T his will include the excavation of area directly north and south of the building for two storm water infiltration basins. T he Natural Resources C oordinator has reviewed the proposed grading and utility plans and has the following comments: Native seed mixes have a long establishment period (up to 3-4 years). T he applicant may wish to plant plugs or larger plants to accelerate establishment and permit closure. Permit closure requires vegetation to be established to 70% density of perennial vegetation. Perimeter controls are needed around infiltration areas. Protections from compaction and clogging are recommended. Stormwater flow to the bioretention basins should cut off until permanent vegetation is sufficiently established to prevent washout of seed and coverage of the basin bottom. Establishment time may be accelerated if switching to a plug planting instead of a seeding. Privately owned stormwater features will require a stormwater maintenance agreement that must be recorded on the property. Site grading shall occur in conformance with a final grading plan to be submitted for review and approval prior to issuance of any C ity permits for the proposed development. Elev ation Drawings: T he building will be constructed with concrete panels having an exposed brick finish. All exterior finishes shall be integrally colored, no painted finish shall be allowed. Exterior roof-top finishes shall preclude the use of exposed or plated metal; any metal surface shall be coated or anodized with a non-reflective, glare-free finish. All exterior vertical surfaces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a front and have an equally attractive or same fascia. T he color change of the exterior and pilasters, spaced approximately 30 feet apart, will provide some relief to the exterior finish. T hese treatments and finishes will help in meeting the requirement of treating all the building elevations as a front. Landscape P lan: T he landscape shows a variety of plantings for the proposed development. As stated previously, per the planned development ordinance, parking and circulation areas shall be screened from views of adjacent streets and residential areas through a combination of planting and berming. T he applicant shall add landscaping, that includes deciduous canopy trees, and berming along the areas directly adjacent to C edar Avenue and G aslight Drive. T his could be a challenge along C edar Avenue because of a number underground utilities located between the property line and edge of the proposed parking area. If possible, the applicant may want to consider adding foundation plantings. T he applicant will need to meet landscape requirements within the C ity’s zoning ordinance, which requires that commercial developments install landscaping (live plant material excluding sod) that will have a minimum cost of 2.5% of the estimated building construction cost based on Means C onstruction Data. T he applicant will need to submit a detailed planting list for C ity staff review and approval prior to issuance of a building permit. Landscaped islands shall be provided in parking lots containing more than 25 parking stalls. Total area of islands shall be at least 5% of the parking lot area, except that no island shall be less than the size of a standard parking stall. Islands shall be surrounded by a concrete curb and provided with a weed retardant mesh or plastic sheeting. Islands shall be planted with a minimum 2½-inch diameter tree at the rate of one tree per 150 square feet of island area. Redevelopment of the site will result in the loss of 19 trees. Eight of those trees are in landscape islands, nine are located on the south side of the property and two are located along the east side of the building. Twenty-three trees around the property that will be disturbed will be saved as well as the trees around the most northerly parking lot and directly adjacent to the Red Robin restaurant. T he N atural Resources C oordinator has reviewed the landscape plans and has the following comments: All public existing trees around the perimeter of the site and along C edar Avenue shall remain protected throughout construction. Any tree lost due to construction damage shall be replaced on a one to one ratio. T he suggested tree species are well diversified. Incorporation of additional native plants into the planting plan in place of cultivars and native cultivars will have additional water quality and pollinator habitat benefits. Av ailability of Municipal Utilities: Sanitary sewer and watermain line to serve the building are currently available on site. C onnections will be made from the existing lines to the proposed building. Utility construction shall occur in conformance with a final utility plan to be submitted for review and approval prior to issuance of any City permits. P edestrian Access: T he site plan shows a sidewalk connections from the site to C edar Avenue and G aslight Drive. T hose sidewalk connections shall have a minimum width of six feet. Lighting P lan: In commercial and industrial areas, any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one foot candle as measured at the property line. Also, any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or from the public streets. T he applicant shall submit a lighting plan that shows that the development will be in compliance with the C ity's lighting requirements. T he hours of illumination of any signage directly adjacent to a residential area shall be restricted. Signs: T he submitted plans show building signage locations on their building elevations. No signage details have been included with their submission. Approval of the site plan/building permit authorization will not constitute sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. Signage and identity structures shall be incorporated into a landscape design and shown on landscape or site plans. All signage shall be in conformance with C hapter 154 of the C ity Code and any special performance standards set forth the planned development ordinance. P ublic Hearing: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo L ocation Map Comp Plan Map Z oning Map F inal Plat Elevations Elevations CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Jodie Scheidt, PE, Civil Engineer DATE: August 10, 2022 SUBJECT: AV Floor & Decor Site Plan Review per plans dated 07/11/2022 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. Permits 5. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 6. Department of Labor and Industry (DOLI) shall review private utilities. 7. A right of way permit will be required for all work within public easements or right of way. 8. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 9. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. 10. A Maintenance agreement for the proposed storm water management areas will be required and must be recorded. Grading & Drainage Plan 11. Final Grading Plans shall be reviewed and approved by City Engineer. 12. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 13. Provide a cross section of each proposed infiltration basin, include depth and filter media. 14. The City requires that for any new or redevelopment, at least 3 feet of freeboard between the anticipated high water elevation and the minimum building opening be maintained. Storm Sewer 15. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 16. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 17. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 18. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project-Submittal- Checklist_Fillable 19. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the basins. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 20. The storm sewer shows it is taking water from off-site. This would require a drainage and utility easement over all the storm sewer pipe from ST-101 to ST-105. The City will work with the applicant on an alternative design to avoid these easements. Sanitary Sewer and Water main 21. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 22. Identify Irrigation service location(s) if applicable per SER-4. 23. Provide additional drawing showing required hydrant coverage for site. 24. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 25. Native seed mixes have a long establishment period (up to 3-4 years). The applicant may wish to plant plugs or larger plants to accelerate establishment and permit closure. Permit closure requires vegetation to be established to 70% density of perennial vegetation. 26. Plans do not show sufficient projection of stormwater infiltration BMPs during construction. Perimeter controls are needed around infiltration BMPs. Protections from compaction and clogging are recommended. 27. Stormwater flow to the bioretention basins should cut off until permanent vegetation is sufficiently established to prevent washout of seed and coverage of the basin bottom. Establishment time may be accelerated if switching to a plug planting instead of a seeding. REV # INITIATED BY CODE REQ'D NARRATIVE C.D. REVF&D ARCH INITIAL ISSUE TO MATCH SHELL 01 R00 VERSION INDEX THIN BRICK VENEER: FELDHAUS R100DF (WHITE) THIN BRICK VENEER: FELDHAUS R800DF (GRAY) THIN BRICK VENEER: FELDHAUS R700DF (BRONZE) PAINT: (SW 2822) DOWNING SAND PAINT: (SW 7504) KEYSTONE GRAY PAINT: (SW 7674) PEPPERCORN PAINT: (SW 6868) REAL RED COPING: RED COPING: WHITE COPING: DARK GRAY STOREFRONT: DARK BRONZE FINISH LEGEND 8 7 6 5 4 3 2 19 1 FRONT ELEVATION SCALE: 1/16" = 1'-0" 2 REAR ELEVATION SCALE: 1/16" = 1'-0" 3 RIGHT ELEVATION SCALE: 1/16" = 1'-0" 4 LEFT ELEVATION SCALE: 1/16" = 1'-0" CB D FEA C BDE AF 1'-0" 87654321 9 402'-2" LEASE 50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4" 228'-4" LEASE 39'-0"46'-10"47'-6"47'-6"47'-6" B-3 B-2 B-1 B-3 B-2 B-1 B-3 B-3 B-1 227'-10" LEASE 38'-6"46'-10"47'-6"47'-6"47'-6" 50'-3 1/4"50'-3 1/4" B-3 B-2 B-1 B-3 B-2 B-1 402'-2" LEASE 50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4" B-3 B-2 B-1 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 32'-3" A.F.F. T.O. CONC. PANEL 24'-7" A.F.F. T.O. TOWER 12'-6" A.F.F. B.O. CANOPY 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 32'-6" A.F.F. T.O. PARAPET 24'-4" A.F.F. T.O. CONC. PANEL 28'-7" A.F.F. T.O. CONC. PANEL 28'-10" A.F.F. T.O. TOWER 0'-0" FINISHED FLOOR 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 19'-8" A.F.F. T.O. PILASTERS 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 4'-0" B.F.F. TRUCK WELL 0'-0" FINISHED FLOOR SIGNAGE LOCATION - TYP. PILASTERS - TYP. ENCLOSED TRASH COMPACTOR STOREFRONT - FRAME TO MATCH P-9 - TYP. METAL COPING - TYP. CPU BAY DOOR BEYOND - PAINT TO MATCH ADJACENT WALLS METAL COPING TO MATCH P-10 - TYP.EDGE OF DOCK LEVELER DOCK LEVELER W/ PIT METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. ENTRANCE CANOPY TO MATCH P-10 CANOPY TO MATCH P-10 METAL COPING TO MATCH P-10 - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. CUSTOMER PICK-UP STOREFRONT DOOR AND CANOPY PAINT ALL RAILINGS P-10, TYP. ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYONDROOF LINE BEYOND SCREEN WALL PROPANE STORAGE GAS METER RECYCLING ENCLOSURE RECYCLING ENCLOSURE BEYOND LAMBS TONGUE DRAIN - TYP. LAMBS TONGUE DRAIN - TYP. CPU CANOPY BEYOND B-3 B-2 B-1 B-3 B-2 B-1 PROPANE STORAGE 10'-0" A.F.F. SCREEN WALL 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET ENTRANCE CANOPY BEYOND 0'-0" FINISHED FLOOR 19'-8" A.F.F. T.O. PILASTERS 19'-8" A.F.F. T.O. PILASTERS B-3 B-3 B-2 B-1 B-2 B-3 B-2 10'-0" A.F.F. B.O. CANOPY M-1 M-2 M-3 M-3 SIGNAGE LOCATION - TYP.M-1 METAL COPING - TYP. METAL COPING - TYP. M-1 M-1 RECYCLING ENCLOSURE ADDRESS LOCATION ENTRANCE AND STEEL PIPE BRACING BEYOND EXTERIOR ELEVATIONS RAB RMT ALL ARCHITECTURAL AND ENGINEERINGDRAWINGS ARE IN CONFIDENCE ANDDISSEMINATION MAY NOT BE MADE WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT.ALL COMMON LAW RIGHTS OF COPYRIGHT ANDOTHERWISE ARE HEREBY SPECIFICALLY RESERVED 15630 CEDAR AVENUE APPLE VALLEY, MN 55124 ISSUE DRAWN: CHECKED: PROJECT SHEET AREA : JOB NUMBER:2022.0302.00 77,725SF OWNER 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE:(404) 471-1634 ISSUE DATE: STORE NUMBER:T.B.D. XX/XX/XXXXAPPLEVALLEY,MINNESOTASTORE#TBDPROTOTYPE:2019 Q1 ISSUE 05/20/2022 REV # INITIATED BY CODE REQ'D NARRATIVE C.D. REVF&D ARCH INITIAL ISSUE TO MATCH SHELL 01 R00 VERSION INDEX THIN BRICK VENEER: FELDHAUS R100DF (WHITE) THIN BRICK VENEER: FELDHAUS R800DF (GRAY) THIN BRICK VENEER: FELDHAUS R700DF (BRONZE) PAINT: (SW 2822) DOWNING SAND PAINT: (SW 7504) KEYSTONE GRAY PAINT: (SW 7674) PEPPERCORN PAINT: (SW 6868) REAL RED COPING: RED COPING: WHITE COPING: DARK GRAY STOREFRONT: DARK BRONZE FINISH LEGEND 8 7 6 5 4 3 2 19 1 FRONT ELEVATION SCALE: 1/16" = 1'-0" 2 REAR ELEVATION SCALE: 1/16" = 1'-0" 3 RIGHT ELEVATION SCALE: 1/16" = 1'-0" 4 LEFT ELEVATION SCALE: 1/16" = 1'-0" CB D FEA C BDE AF 1'-0" 87654321 9 402'-2" LEASE 50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4" 228'-4" LEASE 39'-0"46'-10"47'-6"47'-6"47'-6" B-3 B-2 B-1 B-3 B-2 B-1 B-3 B-3 B-1 227'-10" LEASE 38'-6"46'-10"47'-6"47'-6"47'-6" 50'-3 1/4"50'-3 1/4" B-3 B-2 B-1 B-3 B-2 B-1 402'-2" LEASE 50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4"50'-3 1/4" B-3 B-2 B-1 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 32'-3" A.F.F. T.O. CONC. PANEL 24'-7" A.F.F. T.O. TOWER 12'-6" A.F.F. B.O. CANOPY 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 32'-6" A.F.F. T.O. PARAPET 24'-4" A.F.F. T.O. CONC. PANEL 28'-7" A.F.F. T.O. CONC. PANEL 28'-10" A.F.F. T.O. TOWER 0'-0" FINISHED FLOOR 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 19'-8" A.F.F. T.O. PILASTERS 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 4'-0" B.F.F. TRUCK WELL 0'-0" FINISHED FLOOR SIGNAGE LOCATION - TYP. PILASTERS - TYP. ENCLOSED TRASH COMPACTOR STOREFRONT - FRAME TO MATCH P-9 - TYP. METAL COPING - TYP. CPU BAY DOOR BEYOND - PAINT TO MATCH ADJACENT WALLS METAL COPING TO MATCH P-10 - TYP.EDGE OF DOCK LEVELER DOCK LEVELER W/ PIT METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. ENTRANCE CANOPY TO MATCH P-10 CANOPY TO MATCH P-10 METAL COPING TO MATCH P-10 - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. CUSTOMER PICK-UP STOREFRONT DOOR AND CANOPY PAINT ALL RAILINGS P-10, TYP. ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYONDROOF LINE BEYOND SCREEN WALL PROPANE STORAGE GAS METER RECYCLING ENCLOSURE RECYCLING ENCLOSURE BEYOND LAMBS TONGUE DRAIN - TYP. LAMBS TONGUE DRAIN - TYP. CPU CANOPY BEYOND B-3 B-2 B-1 B-3 B-2 B-1 PROPANE STORAGE 10'-0" A.F.F. SCREEN WALL 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET ENTRANCE CANOPY BEYOND 0'-0" FINISHED FLOOR 19'-8" A.F.F. T.O. PILASTERS 19'-8" A.F.F. T.O. PILASTERS B-3 B-3 B-2 B-1 B-2 B-3 B-2 10'-0" A.F.F. B.O. CANOPY M-1 M-2 M-3 M-3 SIGNAGE LOCATION - TYP.M-1 METAL COPING - TYP. METAL COPING - TYP. M-1 M-1 RECYCLING ENCLOSURE ADDRESS LOCATION ENTRANCE AND STEEL PIPE BRACING BEYOND EXTERIOR ELEVATIONS RAB RMT ALL ARCHITECTURAL AND ENGINEERINGDRAWINGS ARE IN CONFIDENCE ANDDISSEMINATION MAY NOT BE MADE WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT.ALL COMMON LAW RIGHTS OF COPYRIGHT ANDOTHERWISE ARE HEREBY SPECIFICALLY RESERVED 15630 CEDAR AVENUE APPLE VALLEY, MN 55124 ISSUE DRAWN: CHECKED: PROJECT SHEET AREA : JOB NUMBER:2022.0302.00 77,725SF OWNER 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE:(404) 471-1634 ISSUE DATE: STORE NUMBER:T.B.D. XX/XX/XXXXAPPLEVALLEY,MINNESOTASTORE#TBDPROTOTYPE:2019 Q1 ISSUE 05/20/2022 I T E M: 4.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:P ublic Hearings Description: A pple Valley Square 7th A ddition S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: A pple Valley Minnesota Realty L L C P roject Number: P C22-16-B C S V Applicant Date: 7/20/2022 60 Days: 9/18/2022 120 Days: 11/17/2022 AC T I O N RE Q UE S T E D: Open the public hearing for Apple Valley Square 7th Addition and continue the public hearing to September 21, 2022 without discussion. S UM M ARY: T his week, the applicant has requested that the Planning C ommission consider an alternative timeline for the review of the application. T he applicant is seeking to provide the C ity and public additional information to allow for a complete review of the proposed project. By state statute, the City has 60 days to review a land use application and if warranted, has the ability to extend for an additional 60 days for a total of 120 days. Staff has sent the official 60-day extension letter which requires the C ity to complete all review of the application by November 17, 2022. T he applicant has requested that the public hearing be continued and authorized extending the City's review period to 180 days ending on J anuary 16, 2023. T his additional time allows the City and applicant to complete review of materials to be submitted by the applicant. To date, the applicant has requested consideration of the following actions and additional actions may be forthcoming: 1. Consider subdivision by preliminary plat of Lot 2, Block 1, Apple Valley Square 4th Addition into two lots by Apple Valley Square 7th Addition. 2. Consider a site parking variance of 65 parking stalls for Lot 1, Block 1, Apple Valley Square 7th Addition. 3. Consider a conditional use permit for a Class-II restaurant with drive-through on Lot 2, Block 1, Apple Valley Square 7th Addition. 4. Consider a setback variance to allow a C lass-II restaurant within 1000 feet of a residential use. 5. Consider a site plan and building permit authorization for a 2,347 sq. ft. Popeyes restaurant on Lot 2, Block 1, Apple Valley Square 7th Addition. B AC K G RO UND: N/A B UD G E T I M PAC T: All new lots are subject to park dedication. T he existing lot has previously paid park dedication fees but the newly created lot for Popeyes will be subject to park dedication. T his is consistent with nearby developments, including Chase Bank. I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:L and Use / Action I tems Description: Woodwinds 8th Addition P reliminary Plat S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: Robert Mc Nearney of Mc Nearney Custom Homes P roject Number: P C22-06-S Applicant Date: 3/23/2022 60 Days: 5/22/2022 120 Days: 7/21/2022 AC T I O N RE Q UE S T E D: Recommend approval of a preliminary plat to subdivide a 2.97 acre parcel into six (6) single- family lots through Woodwinds 8th Addition preliminary plat subject to the following conditions: 1. T he plat shall be configured to have six (6) lot(s) and zero (0) outlot(s). 2. Park dedication requirements are based upon the C ity’s finding that the subdivision will create 16.5 residents/occupants that will generate a need for .157 acres of parkland in accordance with adopted C ity standards for park services. T his required dedication shall be satisfied by a cash-in-lieu of land contribution based on .157 acres of needed land area at a benchmark land value of $75,000 per acre, which the C ity reasonably determines that it will need to expend to acquire land elsewhere in order to provide the necessary park services as a result of this subdivision. 3. Dedication on the final plat of a ten foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lot(s) within the plat wherever abutting public road right-of-ways or rear yards. 4. Dedication on the final plat of a five foot (5') wide drainage and utility easement along all common lot lines. 5. Dedication on the final plat of draining and utility easements within the plat sufficient to serve all units within the development, either as defined or blanket easements. 6. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. T he Developer shall enter into an agreement with the C ity for payment of the design of said municipal improvements. 7. Installation of pedestrian improvements in accordance with the C ity's adopted Trail and Sidewalk Policies, to consist of five-foot (5') wide concrete sidewalks and/or eight-foot (8') wide along bituminous pathways along Ember Ct. 8. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the C ity Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution C ontrol Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State N PD ES Permit prior to commencement of grading activity. 9. Installation of C ity street trees on boulevard areas of public street right-of-ways, in accordance with species, size, and spacing standards established in the Apple Valley Streetscape Management Plan. 10. Installation of a public (or private) street lighting system, constructed to C ity and Dakota Electric Company standards. 11. Construction shall be limited to the hours 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays from 8:00 a.m. to 5:00 p.m. 12. Earthmoving activities shall be limited to the hours 6:30 a.m. to 5:30 p.m. Monday through Friday. 13. Tree replacement shall meet requirements of C ity Ordinance 152.46. 14. Tree replacement shall be consistent with the landscape and tree replacement plan dated 7/25/2022 and on file with the C ity. 15. Approval shall be subject to all conditions noted in the City Engineer memo dated August 10, 2022. 16. Approval shall be subject to all conditions noted in the Building Official memo dated March 30, 2022. 17. Any existing wells or septic systems on the property shall be removed in accordance with regulations from Dakota C ounty or the City of Apple Valley. 18. T he C ity receives a hold harmless agreement in favor of the C ity as drafted by the City Attorney and incorporated into the subdivision agreement. S UM M ARY: Robert McNearney of McNearney C ustom Homes has applied to subdivide 5297 140th St W. into six (6) single-family lots by preliminary platting the property. T he property is guided for single-family development and is zoned "R-C L" Residential Cluster. T he Residential Cluster zone allows for lots to be developed at "R-3" single-family requirements, but does allow for greater density when a public purpose is shown/demonstrated by the applicant. T he proposed development meets all "R-3" lot requirements. "R-3" zoning is the predominant single-family zoning district in Apple Valley with over 25% of the community zoned "R-3". T he site is 2.97 acres and generally located at the northeast corner of 140th St. W. and Pilot Knob Rd. T he surrounding Woodwinds neighborhood was developed from 1992-1998 and is zoned for single-family, specifically "R-C L". T hese lots predominantly meet "R-3" requirements. T he lot at 5297 140th St. W. was platted as an outlot in 1993 with an existing home and direct access onto 140th St. W. An access restriction easement was granted at this time preventing direct access onto 140th St. should the property subdivide. T he public hearing was held on April 20, 2022. T he project has been delayed while the applicant worked with the neighborhood association to determine whether the outlot that is association owned could be utilized for ponding. T he applicant has granted the C ity an extension on the application review deadline and is within compliance of the 120-day state law with this extension. T he applicant has proposed a stormwater treatment design that no longer requires ponding on the Woodwinds association outlot by creating a three tier design. Stormwater overflow will still occur onto the association's outlot, which will require an easement to be obtained by the developer. A summary of public hearing comments and staff responses is included in the background. B AC K G RO UND: P ublic Hearing Comments and Staff Response Several members of the public commented during the hearing. Some questions or comments were addressed at the hearing. T hose that require staff response are summarized below. P ublic Comment: Will the new homes be included in the Woodwinds HO A? Response: The C ity is not party to private H O A agreements and did not require the creation of the original Woodwinds association. However, the developer has stated their intention f or the new homes to join the association. P ublic Comment: Has anything been done or will there be a plan to protect bird nests or protected bird species? Response: City staf f contacted the state to determine if there are any state requirements and there are none. Existing wildlif e will be af f ected during construction but commonly returns when the site is developed. The C ity/state is encouraging the developer to begin grading work in late fall or early spring to reduce disruption for migratory birds. Comprehensiv e Guiding and Zoning T he site is guided for single-family and zoned "R-C L" Residential C luster. T he developer is not seeking to utilize the flexibility available within this zone for additional density. T he surrounding neighborhood of Woodwinds is approximately .48 units per acre depending on the addition. T he proposed development would be .5 units per acre, similar to the neighborhood. T he proposed lots meet or exceed all "R-3" lot requirements for setbacks, lot width, lot frontage, and area. T he site has been researched by the Dakota C ounty Historical Society and there "appears to be no specific historical significance to the property". Cul-de-Sac T he cul-de-sac that is proposed meets the C ity requirements and includes the sidewalk as proposed by the City. T he new roadway will be Ember Ct, which was a request by the Fire Department. As previously noted, access to the site from 140th St. W. will be closed with this development. P edestrian Access/Sidewalk T he greater neighborhood has a sidewalk along one side of Essex Trail connecting to the trail along 140th. T he 2040 C omprehensive Plan states that sidewalks in new development, particularly residential is encouraged and specifically notes the "Great Streets" program which requires sidewalks in residential areas. T he developer has added the sidewalk to the plans and is supportive of the C ity's goal to add sidewalk in neighborhoods. T he C ity will complete the "sidewalk gap" from this site to the existing sidewalk on Essex Trail at 13910, 13906 and 13902 Ember Way. A illustrative diagram of this is attached to the report. Grading and Utilities P lan Final grading will be approved by the City Engineer. T he site grading has been designed to closely reflect final design. T he City Engineer will complete the final roadway design which will set the actual floor elevations for the homes but these shifting slightly is a common practice. Tree Remov al and Replacement T he site is heavily wooded, however many of the trees are scrub species or are not in "good" or "better" condition. T he developer is proposing to remove 58 "significant" trees as defined by C ity ordinance. T hese trees will require a portion of the caliper inches removed to be replaced. T he developer has supplied a tree replacement plan which is attached. A memo from the C ity Engineer and Natural Resource C oordinator noted that the tree species proposed would benefit from additional tree diversity. A condition of approval is to diversify these species per City ordinance. T he applicant has included all trees in "fair" or better condition for replacement. T he tree inventory was completed in April 2022 prior to the trees being fully leafed out. T he Natural Resource C oordinator also visited the site and determined that several of the significant trees being removed are actually dead, diseased, or in poor condition. T he trees marked in the Natural Resource C oordinator's memo will take significant efforts to preserve due to the grading for the stormwater. T heir condition does not warrant the effort to retain and result in an end product where the future homeowner would likely be required to remove the trees. Replacement for these trees is not required due to these factors. It is likely that some of the trees in "fair" condition do not warrant replacement, but the developer has sought to replace more than the ordinance requires in the event that some of the "fair" condition trees do not survive the stress of development. Many of the trees being removed are located within the proposed cul-de-sac, in the footprint of the proposed homes or in the footprint of the stormwater treatment area. T he replacement trees are proposed to be located along Ember Way and 140th to develop a screening area. T he replacement trees in the stormwater area further emphasize the area as an amenity to the development. Stormwater T he site will require stormwater treatment, which is proposed in the southeast corner of the site. When the Woodwinds neighborhood was developed, stormwater from this site was specifically exempted from the neighborhood requirements and deferred to the time of development. T his area will be within easement dedicated to the C ity and will be maintained by the City once the development work is complete. T he applicant and C ity Engineer have worked together to create a three tier stormwater treatment system that negates the need for a pond to extend onto the Woodwinds association property. T his system is a significant improvement over existing conditions and meets all City requirements. An easement for stormwater overflow onto the association property is still required, but the area affected is intended for stormwater treatment and was constructed with the original Woodwinds development. Additional details regarding stormwater are included in the City Engineer memo attached. Env ironmental Considerations T he City encourages all new developments to include environmental considerations. T he development of a wooded lot into single-family temporarily impacts the site and will remove several large trees. City ordinance requires replacement of these trees as noted in report previously. T he developer has also worked to reduce impacts to existing trees and retain as many as possible. Stormwater conditions on the site currently allow for sheet flow of large rain events onto city streets. T he proposed stormwater treatment is a significant improvement over existing conditions. Additionally, by planting new replacement trees in the tired treatment system the developer is seeking to retain the wooded appearance of the lots. T he existing site has a dated home, well, and septic system. As part of the development of the property all of these will be removed, which is an improvement from existing conditions. C apping the well properly ensures that there will not be contamination of the groundwater and removing a dated septic system from a wooded site further prevents contamination. New homes are traditionally more energy efficient than homes built in the 90’s and 2000’s, when most of the neighborhood was developed. New homes must meet the state building codes for high insulation, and required lower energy consumption. A dding sidewalk to this portion of the neighborhood also connects the homes to nearby parks, trails, and supports multi-modal transportation. B UD G E T I M PAC T: Park dedication is required with this development. T he Parks and Recreation D irector has determined that the C ity will accept cash-in-lieu of a land dedication due to the site being within close proximity to other parks. T he condition which demonstrates the nexus between new residents and the demand for parkland is included in the conditions. AT TAC HM E NT S : Area Map Z oning Map Plan S et Exhibit Exhibit Exhibit Memo Exhibit Memo Exhibit 140TH ST W 144TH ST WPILOT KNOB RDEVEREST AVEELLICE TRL 142ND ST W JOHNNY CAKE RIDGE RDDUBLIN RD 14 2ND PATH W ESSEX TRL ESSEX AVEEMBRY PATH139TH ST W DULUTH DR 141ST ST WEB O NY LN EMBRY WAY ELKWOOD DR EUCLID CT143RD ST WELGIN CTELKHART RD145TH ST WEVELETH CTEUCLID AVEEXLEY LNDURNING AVEEXCELSIOR LNE M B E R W A Y ESTATES AVEELLICE CTEUROPA AVEEVELETH WAY ESSEX CTEVERGREEN CT EVELETH AVEEMBASSY WAY 133RD STREET CT DREXEL CTEXLEY WAY ESSEX LND U N B A R C T EVEREST AVESITE 5297 140TH ST WSITE LOCATION MAP WOODWINDS 8TH ADDITIONPRELIMINARY PLAT ^ ¯ 0 2,0001,000 Feet 140TH ST W 144TH ST WPILOT KNOB RDEVEREST AVEELLICE TRL 142ND ST W JOHNNY CAKE RIDGE RDDUBLIN RD 14 2ND PATH W ESSEX TRL ESSEX AVEEMBRY PATH139TH ST W DULUTH DR 141ST ST WEB O NY LN EMBRY WAY ELKWOOD DR EUCLID CT143RD ST WELGIN CTELKHART RD145TH ST WEVELETH CTEUCLID AVEEXLEY LNDURNING AVEEXCELSIOR LNE M B E R W A Y ESTATES AVEELLICE CTEUROPA AVEEVELETH WAY ESSEX CTEVERGREEN CT EVELETH AVEEMBASSY WAY 133RD STREET CT DREXEL CTEXLEY WAY ESSEX LND U N B A R C T EVEREST AVEP P P P P P P P P P P P RB LBRB RB R-2 R-1 R-3R-3 R-1 R-1 R-1 R-3 R-3 R-5 R-5 R-3 R-1 R-3 R-3 R-3 R-2 R-1 R-3 R-3 R-3 R-3 R-3 R-3 R-5 R-3 R-1 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-1 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3R-3 R-3 R-1 R-3 I-1 R-3 R-1 R-3 R-3 R-3 M-4C R-CL R-CL M-5C R-CL M-3C R-CL M-6B R-CL R-CL SITE 5297 140TH ST WZONING MAP WOODWINDS 8TH ADDITIONPRELIMINARY PLAT ^Site Zoning: "R-CL" Residential Cluster ¯ 0 2,0001,000 Feet REVISIONS:FORROBERT MCNEARNEY CUSTOM HOMES, INC.PREPARED FOR:21382 HEYWOOD AVENUELAKEVILLE, MN 55044CONTACT: BOB MCNEARNEYPHONE: 612.386.7808EMAIL: BOB@MCNEARNEYHOMES.COMPREPARED BY:Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.www.windsorengineers.comVancouver, WADuluth + Minneapolis, MNPROJECT NUMBER: 22005.01ISSUED FOR PRELIMINARY PLAT RESIDENTIAL SUBDIVISION - PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONAPPLE VALLEY, MNVICINITY MAPNOT TO SCALEPROJECT INFO: 22005.01 - THE WOODWINDS 8TH ADDITION - PRELIMINARY PLATCONTACT: GREGORY R. HALLINGPHONE: 612.314.5284EMAIL: GHALLING@WINDSORENGINEERS.COMPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_CVR.dwg CITY OF APPLE VALLEYBY ______________________________________ DATE ____________PUBLIC WORKS DIRECTORBY ______________________________________ DATE ____________CITY ENGINEERBY ______________________________________ DATE ____________COMMUNITY DEVELOPMENT DIRECTORBY ______________________________________ DATE ____________FIRE MARSHALCITY OF APPLE VALLEYCLINT HOOPPAW - MAYORJOHN BERGMANTOM GOODWINRUTH GRENDAHLTOM MELANDERPLANNING COMMISSIONTIM BURKE - CHAIRJODI KURTZ - VICE CHAIRDAVID SCHINDLER - SECRETARYKEITH DIEKMANNPAUL SCANLANPHILIP MAHOWALDBECKY SANDAHLI HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED:PRELIMINARYLOCATIONSURVEYORBOHLEN SURVEYING & ASSOCIATES, LLC1682 CLIFF ROAD EASTBURNSVILLE, MN 55337CONTACT: TOM O'MEARAPHONE: 952.895.9212EMAIL: TOMEARA@BOHLENSURVEYING.COMFORESTRY CONSULTANTREHDER FORESTRY CONSULTINGCONTACT: MARK REHDERPHONE: 612.760.3519EMAIL: MARK@REHDERFORESTRYCONSULTING.COMSheet List TableSheet NumberSheet TitleG001COVER SHEETG002DEMO & TREE REMOVAL PLANC100PRELIMINARY SITEPLANC110EROSION & SEDIMENT CONTROL PLANC130GRADING PLANC140OVERALL UTILITY PLANC190STREET DETAILSC191GRADING AND EROSION CONTROL DETAILSC192STORMWATER POLLUTION PREVENTION PLANL100LANDSCAPING & TREE REPLACEMENT PLANL101PLANTING DETAILSL103TREE TABLEL104POND PLANTING PLAN 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 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27999.95GD999.48GD1000.51GD1001.43TR 261002.24GD1001.00GD1001.36GD1001.38TR 145TR 351003.32TR 231002.00GD1003.64GD1003.58GD1003.97GD1004.12TR 146GD1004.07GD1004.31GD1004.93GD1005.91TR 291006.52GD1006.40GC1009.41TR 281006.96GD1004.75TR 147GD1004.07TR 331006.49TR 341005.97GD1005.28GD1006.43TR 148GD1006.64GD1007.13GD1009.25GD1011.16GD1007.20GD1007.80GD1008.64RW BLK BOT1009.06RW BLK TOP1010.12RW BLK TOP1009.56RW BLK BOT1008.81RW BLK TOP1010.42RW BLK BOT1009.41GD1007.39TR 321007.43TR 301008.94GD1007.19GD1006.87TR 431007.28TR 441007.17TR 311007.95GD1007.66TR 149GD1008.62GD1010.15GD1008.27YARD SPIGOT1007.72CHK CP 1 START 2-07-221000.79SAN MH RIM 11.21 MEASURE DOWN AT1008.13SAN MH RIM 11.15 MEASURE DOWN1008.76TC SUR1008.89TC SUR1008.70TC SUR1008.41TC SUR1008.08TC SUR1007.71TC SUR1007.57TC SUR1007.36GUT1007.26TC SUR1007.13TC SUR1006.94TC SUR1006.59TC SUR1006.25TC SUR1005.98EG 4'1005.40GD1007.64GD1010.42GD1006.33GD1005.12GD1005.18GD1004.29TR 12"1004.50GD1004.14BIT EDGE1002.98BIT EDGE1002.78TC1001.51GD1005.15GD1005.12GD992.78GD992.82GD991.75GD990.18GD990.14GD990.82GD989.91GD989.60GD991.92GD990.71GD990.51GD992.38GD992.61GD993.36GD993.89GD994.36GD994.48GD994.75GD993.79GD992.32GD991.77GD992.56GD991.61CHK1000.36CHK1000.36CHK1000.36CHK1000.38BS CHK1002.53CHK1000.39CHK1000.40CHK1000.40CHK1000.40TREETREETREE1EXISTING CONDITIONS, DEMOLITION, AND TREE REMOVAL PLANSCALE: 1" = 30'APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DEMO.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYG002DEMO & TREE REMOVAL PLANREMOVE EXISTING HOUSE, DRIVEWAY AND SEPTICPER DEMOLITION PERMIT REQUIREMENTS.DECOMMISSION WELL PER DAKOTA COUNTY REQUIREMENTS.GENERAL DEMO & TREE NOTES:1.REFER TO TREE SURVEY DOCUMENT FOR TREE SPECIE AND SIZE2.CONTRACTOR TO PLACE FENCE POSTS AND ROPE OFF EACH AREA AS SHOWN.3.CONTRACTOR TO VERIFY EACH TREE TO BE REMOVED5.THE EXISTING DRIVE ENTRANCE FROM 140TH SHALL BE REMOVED AND THE CURB,BOULEVARD AND SIDEWALK SHALL BE RESTORED TO MATCH THE EXISTING.6.SEE TREET TABLE, SHEET L103 FOR ADDITIONAL INFORMATION. 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L112345 6WWWWWWW> SAN > > SAN >> SAN >STM >>>STM >>>STM >>>STM >>>S TM > > > ST M > > > R47.0'R75.0'R60.0'60.0'34.0'5.0'R20.0'R20.0'5.0'10.0'30.0'30 . 0 '20.0'30.0' 40.0'30.0'10.0'10.0'10.0'5.0'20.0'40.0' 5.0' 5.0'INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30W 617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT STM >>>> SAN >WWWAPPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_Site.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARY1PRELIMINARY SITE PLANSCALE: 1" = 30'C100PRELIMINARY SITE PLANPROPOSED LOT LINELEGENDPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM DRAINPROPOSED BUILDING SETBACKPROPOSED PONDINGEXISTING PROPERTY LINESPROPOSED GUTTER FLOWLINECONNECT TO EXISTINGSANITARY SEWER MANHOLECONNECT TOEXISTING WATERMAINNOTE:1.SEE SHEET C190, CITY DETAIL STR-14A FOR TYPICAL CUL-DE-SAC (EXISTINGNEIGHBORHOOD) REQUIREMENTS.2.SEE SHEET C190, CITY DETAIL STR-16 FOR RESIDENTIAL STREETS CURB RETURNRADII REQUIREMENTS.3.SEE SHEET C190, CITY DETAIL STR-1 FOR CURB & GUTTER (SURMOUTABLE CURB)REQUIREMENTS.4.RETAINING WALLS SHALL BE PRIVATELY OWNED AND MAINTAINED. ANENCROACHMENT AGREEMENT IS REQUIRED FOR ANY WALLS WITHIN A DRAINAGEAND UTILITY EASEMENT.5.THE EXISTING DRIVE ENTRANCE FROM 140TH SHALL BE REMOVED AND THE CURB,BOULEVARD AND SIDEWALK SHALL BE RESTORED TO MATCH THE EXISTING.6.SEE PRELIMINARY PLAT BY BOHLEN FOR ALL PROPERTY LINES, SETBACKS, ANDEASEMENTS5' WIDE CONCRETESIDEWALKBITUMINOUSPAVEMENTSTORMWATER EASEMENTSTORMWATER EASEMENTSTORMWATER EASEMENT20.00'STORMWATER EASEMENT 617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 99099099199299399599699810001000100110001001 1003 1004 1005 100610071007100610 0 5 1003 TREE1123456WWWWWWW> SAN > > SAN >> SAN >SFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSF[][][][][]STM >>>[][][][][][][] [][][][][ ] [][][][][][][][][][][][] [][][][][][]10 0 8 . 0 0 1006.371001.69STM >>>STM >>>STM >>>S TM > > > ST M > > > EO FEOF EOF994.00991.00[][][][][][][] [][][][][][][][] [][][] [] [ ][][][][] [] [][][][][][] [][][][][][][][] [] [][][][][][][][][][][][][][][][][][][][][][][][][][][][][][][]INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30W STM >>>> SAN >WWWSFSF1EROSION & SEDIMENT CONTROL PLANSCALE: 1" = 30'APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_ESC.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC110EROSION & SEDIMENT CONTROL PLANEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSLEGENDINLETPROTECTIONPROPOSED LOT LINEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM DRAINPROPOSED BUILDING SETBACKPROPOSED PONDINGEXISTING PROPERTY LINESPROPOSED GUTTER FLOWLINEPROPOSED BIO ROLLSPROPOSED SILTFENCESILT FENCEBIO ROLLSGRAVELCONSTRUCTIONENTRANCEBIO ROLLSINLET PROTECTIONCONSTRUCTION ENTRANCE 140TH STREET WESTEMBER WAYE S S E X T R A I L EMILY COURT140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 99099099199299399599699810001000100110001001 1003 1004 1005 100610071007100610 0 5 1003 TREE1123456WWWWWWW> SAN > > SAN >> SAN >[][][][][]STM >>>[][][][][][][] [][][][][ ] [][][][][][][][][][][][] [][][][][][]10 0 8 . 0 0 1006.371001.69STM >>>STM >>>STM >>>S TM > > > ST M > > > EO FEOF EOF994.00991.00996.771001.90992.30996.77 992.30[][][][][][][] [][][][][][][][] [][][] [] [ ][][][][] [] [][][][][][] [][][][][][][][] [] [][][][][][][][][][][][][][][][][][][][][][][][][][][][][][][]INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30FFE = 1012.8GARAGE = 1010.8BSME = 1002.8FFE = 1011.0GARAGE = 1009.0WOE = 1001.0LLE = 1003.0LOE = 1008.0 GAR = 1009.5FFE = 1012.5LLE = 1001.0LOE = 1006.0GAR = 1009.5FFE = 1011.0FFE = 1011.8GARAGE = 1009.8BSME = 1001.8W FFE = 1012.0GAR = 1009.0WOE = 1002.0FBFBLOFBLOWOWOFB992 993 993 994 995 1000 1005 10101008100810091009 100 6 10061007100810091009 999 9959919929939949969969979971007-8%-7%-8%-6%-5%-5%1001.971007.20 1008.131006.001004.76998.341 0 0 4 . 9 3 1 0 0 0 . 0 6 1 0 1 0 . 6 5>-2%>-6%>-9%>-8%>>-3%>>-6%>>-9%-11%-4%>>-1%>-1%>>-1%>>>>-1%>-3%1007.841009.801001.801010.801002.801009.501003.001001.001009.501009.001002.001009.001001.001006.881006.441007.011007.431007.361004.01>>-1%>-2%>>>>-7%1008.00>-1%1009.001008.171005.131005.141000.72STM >>>> SAN >WWW[][]APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_GRD.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARY1GRADING PLANSCALE: 1" = 30'C130GRADING PLANLEGENDEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSPROPOSED LOT LINEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM DRAINPROPOSED BUILDING SETBACKPROPOSED PONDINGEXISTING PROPERTY LINESPROPOSED GUTTER FLOWLINEPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSNOTE:FINAL GRADING AND ANY RETAINING WALLS ARE TO BECONSTRUCTED BY THE BUILDER.BUILDER / CONTRACTOR IS RESPONSIBLE FOR PROPERLY GRADINGLOTS TO AVOID PONDING OR DRAINAGE. 0.75% MINIMUM SLOPES INGRASSED AREAS ARE REQUIRED.MEETING WITH CITY STAFF AND WINDSOR ON 7/18/2022 INDICATEDPRELIMINARY APPROVAL OF THE ELEVATION AND SUITABILITY OFTHE PROPOSED INFILTRATION BASINS.PROPOSED TREE PROTECTIONFENCINGEOF 1001.90EOF 996.77EOF 992.30LOWEST OPENING 993.40HOUSE TYPESFB = FULL BASEMENTFBLO = FULL BASEMENT WITH LOOK OUTWO = WALK OUT BASEMENTSOG = SLAB ON GRADESTORMWATER EASEMENT TO BE GRANTED OVER FLOWPATH ALONG BACK OF LOTS AND WITHIN PRESERVED TREESFINAL ROAD AND UTILITY DESIGN TOBE PROVIDED BY OTHERS. 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 99099099199299399599699810001000100110001001 1003 1004 1005 100610071007100610 0 5 1003 TREE1123456WWWWWWW> SAN > > SAN >> SAN >STM >>>10 0 8 . 0 0 1006.371001.69STM >>>STM >>>STM >>>S TM > > > ST M > > > EO FEOF EOF994.00991.00996.771001.90992.30996.77 992.30INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30FFE = 1012.8GARAGE = 1010.8BSME = 1002.8FFE = 1011.0GARAGE = 1009.0WOE = 1001.0LLE = 1003.0LOE = 1008.0 GAR = 1009.5FFE = 1012.5LLE = 1001.0LOE = 1006.0GAR = 1009.5FFE = 1011.0FFE = 1011.8GARAGE = 1009.8BSME = 1001.8W FFE = 1012.0GAR = 1009.0WOE = 1002.0FBFBLOFBLOWOWOFB6" PVC WATERMAIN (FINAL DESIGN BY CITY)8" SANITARY SEWER (FINAL DESIGN BY CITY)15" RCP STORM SEWER(FINAL DESIGN BY CITY)617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT STM >>>> SAN >WWWAPPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:03 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_UTIL.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARY1OVERALL UTILITY PLANSCALE: 1" = 30'C140OVERALL UTILITY PLANLEGENDEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSPROPOSED LOT LINEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM DRAINPROPOSED BUILDING SETBACKPROPOSED PONDINGEXISTING PROPERTY LINESPROPOSED GUTTER FLOWLINEPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSR30 0 ' RAD IUS - F IRE HYDRAN T COVERAGEFINAL ROAD AND UTILITY DESIGN TOBE PROVIDED BY OTHERS. APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DET-ESC.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC190STREET DETAILS APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DET-ESC.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC191GRADING AND EROSION CONTROL DETAILSSCALE = 1" = 10'FULL BASEMENT HOUSE PAD1SCALE = 1" = 10'LOOKOUT (LO) HOUSE PAD2SCALE = 1" = 10'WALKOUT (WO) HOUSE PAD3GRADING GRADEBASEMENT FLOORENTRANCELEVELXX'XX'0.5' TOP SOIL0.5' TOPSOIL1.5'9'FRONT REAR ENTRANCELEVELBASEMENT FLOORGRADINGGRADEXX'XX'XX'1.5'0.5' TOPSOIL0.5'TOPSOIL4.5'9'FRONT REAR FRONT REAR XX'XX'XX'FIRST FLOORBASEMENT FLOORGRADING GRADE0.5'0.5' TOPSOIL0.5'9'1.5'WO APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_SWPPP.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC192STORMWATER POLLUTIONPREVENTION PLANPROJECT INFORMATION:OWNER: ROBERT MCNEARNEY CUSTOM HOMES, INC. (21382 HEYWOOD AVE., LAKEVILLE, MN 55044)PHONE NUMBER: 612-386-7808CONTRACTOR: TBDCONTACT:PHONE NUMBER: TBDDISTURBED AREA: XX.XX ACRESEXISTING IMPERVIOUS AREA: X.XX ACRESPROPOSED IMPERVIOUS AREA: XX.XX ACRES (BASED ON XX% OF DEVELOPMENT AREA BEING IMPERVIOUS)EROSION CONTROL SUPERVISOR CONTACT: GREG HALLING (952) 440-1680IMPAIRED WATERS WITHIN ONE (1) MILE THAT RECEIVE RUNOFF:1.LAKE FARQUAR - IMPAIRED DUE TO HIGH LEVELS OF PHOSPHORUS AND POOR WATER CLARITY2.LAKE LONG - IMPAIRED DUE TO HIGH LEVELS OF PHOSPHORUS AND POOR WATER CLARITY - WORK EXCLUSION DATES ARE IN EFFECT FOR SPRING CREEK DURING THE SPAWNING TIME OF ICE OUT TO JUNE 15TH. WORK SHALL NOT BE ALLOWED IN SPRINGCREEK DURING THIS TIME UNLESS APPROVED BY THE MNDNR.THIS PROJECT IS LOCATED AT 2351 DIVISION STREET SOUTH, IN THE CITY OF APPLE VALLEY, MINNESOTA. THE SITE CURRENTLY CONSISTS OF A SINGLEFAMILY RESIDENCE WITH SEVERAL OUTBUILDINGS, BARNS AND SILOS. AGRICULTURAL FIELDS AND SOME WOODLANDS MAKE UP THE REST OF THE SITE. THE SITECONSISTS OF MOSTLY TYPE "B" SOILS WITH AND DRAINS TO THE NEARBY SPRING CREEK. THE SITE HAD BEEN ROUGH GRADED FOR DEVELOPMENT AROUND 2006BUT WAS NEVER COMPLETED.THE PROPOSED PROJECT WILL INCLUDE 6 RESIDENTIAL SINGLE-FAMILY UNITS. AN EXPANSION OF FORD STREET AND CONNECTION TO TH 246 WILL BECONSTRUCTED. STORMWATER WILL BE CONVEYED VIA STORM SEWER AND ROUTED TO BIOFILTRATION BASINS OR AN EXISTING POND ON THE EAST SIDE OFSPRING CREEK. DUE TO THE HIGH GROUNDWATER LEVELS, INFILTRATION IS NOT FEASIBLE AS A PERMANENT TREATMENT OPTION. WITHOUT THE OPPORTUNITYTO INFILTRATE, OTHER METHODS INCLUDING FILTRATION, AND BIOFILTRATION WERE CONSIDERED. FILTRATION WAS CONSIDERED AROUND THE EXISTING PONDSBUT THERE WAS NOT ENOUGH SPACE AROUND THE PONDS TO ADD FILTRATION. THEREFORE, BIOFILTRATION WAS THE OPTION CHOSEN TO MEET THE VOLUMEREDUCTION REQUIREMENTS. RAIN GUARDIAN FOXHOLE MODELS WILL PRETREAT THE STORMWATER PRIOR TO ENTERING THE BIOFILTRATION BASINS.THE PROPOSED PROJECT IS EXPECTED TO BE COMPLETED IN 5-6 PHASES. EACH PHASE SHALL HAVE THE NECESSARY CONTROLS FOR THE CONSTRUCTIONOF THAT PHASE. IT IS EXPECTED THAT THE TIME TO COMPLETE ALL PHASES OF THE DEVELOPMENT WILL BE 5-8 YEARS.THE CITY SHALL PROVIDE LONG-TERM MAINTENANCE OF THE STORM WATER FACILITIES FOR THIS PROJECT. THE CITY SHALL BE RESPONSIBLE FORPREPARING AND IMPLEMENTING A PERMANENT STORMWATER TREATMENT SYSTEM(S) MAINTENANCE PLAN.KNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITYTHE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENTCONTROL BMPS WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, INCLUDING: INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSIONPREVENTION AND SEDIMENT CONTROL BMPS. THE GENERAL CONTRACTOR SHALL ATTACH CONTACT INFORMATION TO THE SWPPP PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS AND SUB-CONTRACTORS ON SITE TO ENSURE THE SWPPP ISBEING PROPERLY IMPLEMENTED AND MAINTAINED. THE CONTRACTOR SHALL PROVIDE THE CHAIN OF RESPONSIBILITY TO THE OWNER AND ATTACH TO THESWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY.STORMWATER POLLUTION PREVENTION PLAN NOTES:1.PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA NPDES STORM WATER PERMIT.2.ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. BMP'S SHALL BE MAINTAINEDUNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.3.THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES FOR THE PROJECT.4.EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALLIMPLEMENT ADDITION MEASURES AS NECESSARY TO PROPERLY MANAGE THE PROJECT AREA.5.THE CONTRACTOR SHALL KEEP THE SWPPP, INCLUDING ALL AMENDMENTS AND INSPECTION AND MAINTENANCE RECORDS ON SITE DURING CONSTRUCTION.6.THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S) WITHIN 7 DAYS.7.THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITHIN THIRTY (30) DAYS OF ACHIEVING PERMANENT STABILIZATION.8.THE CONTRACTOR SHALL SCHEDULE THEIR OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME.9.THE BIOFILTRATION AREAS SHALL BE PROTECTED AND HAVE RIGOROUS EROSION AND SEDIMENT CONTROLS IF GRADED WITHIN 3 FEET OF THE FINALGRADES. THE CONTROLS SHALL KEEP RUNOFF COMPLETELY AWAY FROM THE BIOFILTRATION AREAS UNTIL FINAL STABILIZATION IS COMPLETE.10.STABILIZE AREAS THAT ARE WITHIN 200 FEET OF AND DRAIN TO PUBLIC WATER WITHIN 24 HOURS DURING FISH SPAWNING TIMES.11.WATER SHALL BE USED, IF NECESSARY, FOR DUST CONTROL.12.ALL EROSION CONTROL SHALL CONFORM TO THE MNDOT EROSION CONTROL HANDBOOK.13.INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THE PROJECT. IF A SPECIFIC SAFETYCONCERN HAS BEEN IDENTIFIED, WRITTEN AUTHORIZATION MUST BE RECEIVED BY THE CITY ENGINEER IN ORDER TO REMOVE THAT PARTICULAR INLETCONTROL.14.ALL EXPOSED SOILS, INCLUDING STOCKPILES, SHALL BE TEMPORARILY STABILIZED PER MNDOT SPECIFICATION 2575 WITHIN 7 DAYS AFTER CONSTRUCTIONACTIVITY HAS TEMPORARILY CEASED. STABILIZATION OF ALL EXPOSED AREAS MUST BE INITIATED IMMEDIATELY.15.STOCKPILES SHALL NOT BE PLACED ON ROADS, DRIVEWAYS, SURFACE WATERS OR SWALES. EFFECTIVE SEDIMENT CONTROL SHALL BE INSTALLEDIMMEDIATELY AROUND ALL SOIL STOCKPILES.16.REMOVE ALL SOILS AND SEDIMENT TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC ROADS OR PRIVATE DRIVEWAYS ON A DAILY BASIS OR AS NEEDED.17.THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF ANY PROJECT DISCHARGE LOCATION SHALL BE STABILIZED WITHIN 24 HOURS OF CONNECTINGTO THE DISCHARGE LOCATION.18.IF DEWATERING IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. THEAPPROPRIATE PERMITS SHALL BE ACQUIRED PRIOR TO COMMENCING DEWATERING ACTIVITIES.19.TURBID AND SEDIMENT-LADEN WATERS SHALL BE DIRECTED TO A TEMPORARY SEDIMENT POND PRIOR TO DISCHARGING. A VISUAL CHECK SHALL BECONDUCTED PRIOR TO DISCHARGING TREATED WATER FROM THE SEDIMENT POND TO ENSURE NUISANCE CONDITIONS WILL NOT RESULT FROM THEDISCHARGE.20.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE WITHIN THIRTY (30) DAYS AFTER PERMANENT STABILIZATION HAS BEENACHIEVED.21.THE CORRECTIVE ACTION MUST BE COMPLETED BY THE NEXT BUSINESS DAY AFTER DISCOVERY WHEN PERIMETER CONTROL DEVICES BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) THE HEIGHT OF THE DEVICE.TRAINING DOCUMENTATION:SWPPP DESIGNER: JEFF PRASCH (LOT SURVEYS COMPANY) - "DESIGN OF CONSTRUCTION SWPPP" TRAINING EXPIRES MAY 31, 2020.THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THE FOLLOWING PERSONNEL:·INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP·INDIVIDUALS PERFORMING INSPECTIONS·INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPSEXPECTED SEQUENCE OF CONSTRUCTION1.INSTALL ROCK STABILIZING EXIT(S), PERIMETER CONTROL, INLET CONTROL AND STABILIZE DOWN GRADIENT BOUNDARIES.2.COMPLETE SITE GRADING.4.INSTALL UTILITIES, STORM SEWER,5.APPLY EARLY APPLICATION OF BASE COURSE ON STREET SECTION6.INSTALL CURB AND GUTTER, AND PAVING.7.COMPLETE FINAL GRADING, INCLUDING BIOFILTRATION BASINS, AND PERMANENT STABILIZATION.8.REMOVE EROSION AND SEDIMENT CONTROL BMPs AFTER PERMANENT STABILIZATION IS ACHIEVED.TEMPORARY SEDIMENT BASINS1.THE CONTRACTOR SHALL INSTALL SEDIMENT BASIN(S) REQUIRED BY THE NPDES CONSTRUCTION PERMIT IF TEN (10) OR MORE ACRES DISCHARGE TO ACOMMON LOCATION.2.TEMPORARY SEDIMENT BASIN OUTLETS SHALL BE CONSTRUCTED TO PREVENT SHORT-CIRCUITING AND PREVENT THE DISCHARGE OF FLOATING DEBRIS.3.BASINS MUST HAVE THE ABILITY TO ALLOW COMPLETE DRAWDOWN, INCLUDE A STABILIZED EMERGENCY OVERFLOW, WITHDRAW WATER FROM THE SURFACE,AND PROVIDE ENERGY DISSIPATION AT THE OUTLET.4.TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION AT ANY BASIN OUTLET TO PREVENT SOIL EROSION.5.SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES, AND MUST BE DESIGNED TO AVOID THE DRAINING WATERFROM WETLANDS.6.BASINS SHALL BE SIZED ACCORDING TO THE CONSTRUCTION STORMWATER GENERAL PERMIT REQUIREMENTS. CALCULATIONS SHALL BE ADDED TO THESWPPP.7.SEDIMENT BASINS SHALL NOT BE PLACED IN FUTURE BIOFILTRATION AREAS.8.SEDIMENT BASINS SHALL BE DRAINED AND SEDIMENT REMOVED WHEN IT REACHES 12 THE STORAGE VOLUME WITHIN 72 HOURS.INSPECTIONS AND MAINTENANCE1.ALL INSPECTIONS, MAINTENANCE, REPAIRS, AREPLACEMENTS AND REMOVAL OF BMPS SHALL BECONSIDERED INCIDENTAL TO THE BMP BID ITEMS.2.THE CONTRACTOR SHALL COMPLETE SITE INSPECTIONS, AND BMP MAINTENANCE TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS.3.THE CONTRACTOR SHALL PROVIDE A TRAINED PERSON TO INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVECONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED INWRITING WITHIN 24 HOURS OF CONDUCTING THE INSPECTIONS AND THE RECORDS MUST BE RETAINED WITH THE SWPPP. IF ANY DISCHARGE FROM THE SITEIS OBSERVED THE DISCHARGE MUST BE DESCRIBED AND PHOTOGRAPHED.4.TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THEBASIN REACHES 12 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.5.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCYSUFFICIENT TO MINIMIZE OFF=SITE IMPACTS.POLLUTION PREVENTION MANAGEMENT MEASURES1.THE CONTRACFTOR SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES.2.ALL POLLUTION PREVENTION MEASURES ARE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTES.3.THE CONTRACTOR IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON=SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURES.POLLUTION PREVENTION MANAGEMENT MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:A.SOLID WASTE SUCH AS COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, CEMENT PRODUCT WASTE, FLOATING DEBRIS, PAPER, PLASTIC,CONSTRUCTION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY OFF SITE.B.HAZARDOUS WASTES SUCH AS OILS, GASOLINE, PAINT, CEMENT BASED PRODUCTS, ETC. SHALL BE PROPERLY STORED WITH SECONDARYCONTAINMENT TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGES. IF STORED ON THE PROJECT SITE, THEY SHALL BE STORED IN RESTRICTEDACCESS AREAS TO PROTECT AGAINST VANDALISM. STORAGE AND DISPOSAL SHALL BE IN COMPLIANCE WITH THE MPCA.C.CEMENT BASED PRODUCT WASHOUTS ARE NOT PERMITTED ON SITE.D.THE CONTRACTOR SHALL INCLUDE SPILL KITS WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURESSHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR.E.THE CONTRACTOR SHALL ENSURE SPILLS ARE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THESTORMWATER CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1.800.422.0798.FINAL STABILIZATION1.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF HTE ENTIRE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THEFOLLOWING:A.ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED.B.EXPOSED SOILS SHALL BE PERMANENTLY STABILIZED WITHIN 72 HOURS. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL, MNDOTSEED MIX 22-111, UNLESS OTHERWISE SPECIFIED, AND MULCH. THE MULCH SHALL BE DISK ANCHORED AND COMMERCIAL GRADE 10-10-10 FERTILIZERSHALL BE USED. METHODS AND RATES SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575 AND THE MNDOT SEEDING MANUAL.C.ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 70% VEGETATION COVERAGE.D.PERMANENT STORMWATER MANAGEMENT SYSTEM(S) ARE CONSTRUCTED AND ARE OPERATING AS DESIGNED.E.ALL DRAINAGE DITCHES, PONDS, AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED WITHPERMANENT COVER TO PRECLUDE EROSION.F.ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED OF.G.FINAL STABILIZATION SHALL BE PREFORMED IN ACCORDANCE WITH MNDOT 2018 SPECIFICATION 2575. 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L112345 6WWWWWWW> SAN > > SAN >> SAN >STM >>>STM >>>STM >>>STM >>>S TM > > > ST M > > > R47.0'R75.0'R60.0'60.0'5.0'34.0'5.0'R20.0'R20.0'5.0'10.0'30.0'30 . 0 '20.0'30.0' 40.0'30.0'10.0'10.0'10.0'5.0'20.0'40.0' 5.0' 5.0'INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30W 617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT STM >>>> SAN >WWWAPPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 7/26/2022 4:14 PM - FILE: C:\Users\Christine Junes\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_Site.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARY1PRELIMINARY SITE PLANSCALE: 1" = 30'C100PRELIMINARY SITE PLANPROPOSED LOT LINELEGENDPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM DRAINPROPOSED BUILDING SETBACKPROPOSED PONDINGEXISTING PROPERTY LINESPROPOSED GUTTER FLOWLINECONNECT TO EXISTINGSANITARY SEWER MANHOLECONNECT TOEXISTING WATERMAINNOTE:1.SEE SHEET C190, CITY DETAIL STR-14A FOR TYPICAL CUL-DE-SAC (EXISTINGNEIGHBORHOOD) REQUIREMENTS.2.SEE SHEET C190, CITY DETAIL STR-16 FOR RESIDENTIAL STREETS CURB RETURNRADII REQUIREMENTS.3.SEE SHEET C190, CITY DETAIL STR-1 FOR CURB & GUTTER (SURMOUTABLE CURB)REQUIREMENTS.4.RETAINING WALLS SHALL BE PRIVATELY OWNED AND MAINTAINED. ANENCROACHMENT AGREEMENT IS REQUIRED FOR ANY WALLS WITHIN A DRAINAGEAND UTILITY EASEMENT.5.THE EXISTING DRIVE ENTRANCE FROM 140TH SHALL BE REMOVED AND THE CURB,BOULEVARD AND SIDEWALK SHALL BE RESTORED TO MATCH THE EXISTING.6.SEE PRELIMINARY PLAT BY BOHLEN FOR ALL PROPERTY LINES, SETBACKS, ANDEASEMENTS5' WIDE CONCRETESIDEWALKBITUMINOUSPAVEMENTSTORMWATER EASEMENTSTORMWATER EASEMENTSTORMWATER EASEMENT20.00'SWAMP WHITE OAKHONEY LOCUSTNORWAY SPRUCEBALSAM FIRWHITE PINEAMERICAN LINDENCOMMON HACKBERRYAUTUMN BLAZE MAPLETREE LEGENDTREE DECIDUOUS (MINIMUM 2" CALIPER)TREE COUNT6SPRING SNOW CRABAPPLE66666666PRINCETON ELM660 - TOTAL ADDITIONAL TREESLANDSCAPING & TREEREPLACEMENT PLANL100 APPLE VALLEY, MN Issue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLC All Rights Reserved. Revisions: GRH TAW GRH Project Manager Drawn by Checked by www.windsorengineers.com Vancouver, WA 22005.01Project No: Duluth + Minneapolis, MN ISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITION PRELIMINARY PLAT LINE IS 1" ON FULL SCALE DRAWING WINDSOR ENGINEERS CALL 2 BUSINESS DAYS BEFORE YOU DIG. CAUTION UTILITY INFORMATION IS APPROXIMATE. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. before you dig.Call R PLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_LSP.dwgI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: YYYY/MM/DD REGISTRATION NO: 12783 SIGNED: ___________________________ GREGORY R HALLING, P.E.PRELIMINARYL101 PLANTING DETAILS 3" MIN MULCH KEEP CLEAR OF PLANT BASE FORM MOUND TO HOLD WATER PLANTING MIX FILL 2/3 EXISTING SOIL AND 1/3 GARDEN COMPOST UNDISTURBED SUBGRADE OR COMPACTED PLANTING MIX REMOVE ANY WIRE WRAP, REMOVE TOP AND SIDES OF BURLAP AND LOOSEN CROWDED ROOT BALL SCARIFY BOTTOM AND SIDES WIDTH TO BE 2X ROOTBALL WIDTH 1 SHRUB DETAIL NTS TAG SPECIES CONDITION DBH NOTES REMOVED 5 OAK, BUR GOOD 17 X 6 OAK, BUR GOOD 20 X 7 OAK, BUR GOOD 23 X 8 ELM, AMERICAN FAIR 16 X 9 BOXELDER FAIR 23 X 10 ELM, AMERICAN FAIR 23 2X 12 11 X 12 LOCUST, BLACK FAIR 12 X 13 OAK, BUR EXCEPTIONAL 29 X 15 OAK, BUR EXCEPTIONAL 35 X 16 BOXELDER FAIR 9 x 17 BOXELDER FAIR 18 x 18 BOXELDER FAIR 13 x 19 BOXELDER FAIR 10 x 41 BOXELDER FAIR 13 X 49 BOXELDER FAIR 10 X 50 ELM, AMERICAN FAIR 14 X 51 OAK, BUR FAIR 32 X 52 BOXELDER FAIR 9 X 53 OAK, BUR FAIR 21 X 54 BOXELDER FAIR 12 X 55 BOXELDER FAIR 10 X 56 OAK, BUR EXCEPTIONAL 22 X 57 BOXELDER FAIR 15 X 58 BASSWOOD, AMERICAN GOOD 14 X 59 BOXELDER FAIR 13 X 60 OAK, BUR GOOD 37 2X 21 16 X 61 BOXELDER FAIR 11 X 62 OAK, BUR FAIR 17 X 63 OAK, BUR GOOD 38 X 65 OAK, BUR EXCEPTIONAL 21 X 66 OAK, BUR GOOD 14 X 67 OAK, BUR FAIR 18 X 69 BOXELDER FAIR 8 X 70 HACKBERRY EXCEPTIONAL 14 X 71 BOXELDER FAIR 11 X 72 BOXELDER FAIR 9 X 73 OAK, BUR FAIR 16 X 74 BOXELDER GOOD 10 X 75 HACKBERRY FAIR 10 X 76 BOXELDER FAIR 8 X 83 BOXELDER POOR 24 HAZARD TO A HOUSE, EXCESSIVE LEAN, HALF DEADX 90 ELM, SIBERIAN GOOD 30 X 91 OAK, BUR FAIR 17 X 92 ELM, AMERICAN FAIR 9 X 93 BOXELDER FAIR 13 X 94 OAK, BUR FAIR 35 2X 16 19 X 95 BOXELDER GOOD 15 X 96 BOXELDER FAIR 19 X 97 OAK, BUR FAIR 64 5X 15 14 14 12 9 X 98 ELM, SIBERIAN GOOD 21 X 99 OAK, BUR GOOD 19 X 100 CEDAR, RED FAIR 12 X 104 OAK, BUR FAIR 15 X 131 OAK, BUR FAIR 15 X 132 OAK, BUR EXCEPTIONAL 19 X 133 MAPLE, NORWAY FAIR 19 X 134 OAK, BUR EXCEPTIONAL 24 X 135 OAK, BUR EXCEPTIONAL 26 X 136 OAK, BUR EXCEPTIONAL 27 X TAG SPECIES CONDITION DBH NOTES REMOVED 140 OAK, BUR POOR 29 LARGE SPLIT X 141 BOXELDER POOR 13 EXCESSIVE LEAN X 142 BOXELDER POOR 12 EXCESSIVE LEAN X 143 BOXELDER POOR 9 EXCESSIVE LEAN X 144 BOXELDER POOR 12 EXCESSIVE LEAN X 145 BOXELDER POOR 12 HALF DEAD X 146 BOXELDER POOR 18 EXCESSIVE LEAN X 147 BOXELDER POOR 18 HALF DEAD X 148 BOXELDER POOR 12 EXCESSIVE LEAN X 149 BOXELDER POOR 13 EXCESSIVE LEAN X 150 BOXELDER POOR 14 EXCESSIVE LEAN X 151 OAK, BUR POOR 19 LARGE LIMB TEAR OUT X 152 BOXELDER POOR 9 EXCESSIVE LEAN X 154 BOXELDER POOR 8 EXCESSIVE LEAN X 155 BOXELDER POOR 16 EXCESSIVE LEAN X 156 BOXELDER POOR 14 HALF DEAD X 157 BOXELDER POOR 8 HALF DEAD X 158 BOXELDER POOR 12 EXCESSIVE LEAN X 159 BOXELDER POOR 14 EXCESSIVE LEAN, HALF DEADX Total 78 Summary 78 Total Trees Removed 20 Poor Condition / Hazard Trees. 51 Replaced 2" Caliper Trees (Condition 2 &3) 126 Total Caliper Inches Removed (Condition 4) 13 10% of Total Caliper Inches Removed (Condition 4) 6 Replaced 2" Caliper Trees Required (Condition 4) 57 Total 2" Caliper Replacement Trees Required APPLE VALLEY, MN Issue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLC All Rights Reserved. Revisions: GRH TAW GRH Project Manager Drawn by Checked by www.windsorengineers.com Vancouver, WA 22005.01Project No: Duluth + Minneapolis, MN ISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITION PRELIMINARY PLAT LINE IS 1" ON FULL SCALE DRAWING WINDSOR ENGINEERS CALL 2 BUSINESS DAYS BEFORE YOU DIG. CAUTION UTILITY INFORMATION IS APPROXIMATE. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. before you dig.Call R PLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_LSP.dwgI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: YYYY/MM/DD REGISTRATION NO: 12783 SIGNED: ___________________________ GREGORY R HALLING, P.E.PRELIMINARYL103 TREE TABLE TREE REMOVAL TABLE TREE REMOVAL TABLE (CONT)TREE REMOVAL & REPLACEMENT SUMMARY TABLE 26,559 SF 18,358 SF ESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT 140TH STREET WEST 1000100010011STM >>>[][][][][][][][ ] [] [] [] [][][][][] [] [] [] [] [][][][][][][][][][][][][][][][][][][][][][][][][ ] [] [] [] [] [][] [][][][][][][][][][][][][][][][][][]1001.69 STM >>> STM >> > STM >>> STM >>>STM >>>STM >>> EOF INFILTRATION BASIN #1 100 YR=1001.90 WO 26,559 SF ESM T ESM T ESM T ESM T ESM T ESMTESMT992993995 996 9 9 8 1000 10 0 1 4 [][][][][][][][ ] [ ] [ ][][][][][][][]STM >>>STM >>>STM >>> STM >>>STM >>>STM >>>STM >>>STM >>>EOF994.00 991.00 [][][][][][][][][][] [] [][][][][][][][]INFILTRATION BASIN #2 100 YR=996.77 FFE = 1012.0 GAR = 1009.0 WOE = 1002.0 ESMTESMTESM T ESMTESMTESMTESMT ESMT ESMT ESMT ESM T 10009969959939 9 1 992993995 STM >>>STM >>>STM >>>STM >>>STM >>>EOF 994.00 991.00[][]INFILTRATION BASIN #3 100-YR=992.30 ANNABELLE SMOOTH HYDRANGEA RUDBECKLA GOLDSTURM AROMATIC ASTER KARL FORESTER COUNT SHRUB LEGEND 404 363 165 49 APPLE VALLEY, MN Issue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLC All Rights Reserved. Revisions: GRH TAW GRH Project Manager Drawn by Checked by www.windsorengineers.com Vancouver, WA 22005.01Project No: Duluth + Minneapolis, MN ISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITION PRELIMINARY PLAT LINE IS 1" ON FULL SCALE DRAWING WINDSOR ENGINEERS CALL 2 BUSINESS DAYS BEFORE YOU DIG. CAUTION UTILITY INFORMATION IS APPROXIMATE. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. before you dig.Call R PLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_LSP.dwgI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: YYYY/MM/DD REGISTRATION NO: 12783 SIGNED: ___________________________ GREGORY R HALLING, P.E.PRELIMINARYL104 POND PLANTING PLAN 1 BASIN #1 PLANTING PLAN 1" = 10' 2 BASIN #2 PLANTING PLAN 1' = 10" 3 BASIN #3 PLANTING PLAN 1' = 10" 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 99099099199299399599699810001000100110001001 1003 1004 1005 100610071007100610 0 5 1003 TREE1123456WWWWWWW> SAN > > SAN >> SAN >SFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFDA2GRASS/TREES 1.73 ACIMP 0.1 ACTOTAL 1.83 ACDA1GRASS/TREES 0.34 ACIMP 0.44 ACTOTAL 0.78 ACDA3GRASS/TREES 0.576IMP 0.024 ACTOTAL 0.6 ACtututututututututu tutu tu tu tu tu tu tu tu tu tu tu tutututututututututu[][][][][]DA1bGRASS/TREES 0.16 ACIMP 0.21 ACTOTAL 0.37 ACSTM >>>[][][][][][][] [][][][][ ] [][][][][][][][][][][][] [][][][][][]10 0 8 . 0 0 1006.371001.69STM >>>STM >>>STM >>>S TM > > > ST M > > > EO FEOF EOFtutu tu tu tututututututututututut u t u 994.00991.00996.771001.90992.30996.77 992.30[][][][][][][] [][][][][][][][] [][][] [] [ ][][][][] [] [][][][][][] [][][][][][][][] [] [][][][][][][][][][][][][][][][][][][][][][][][][][][][][][][]INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30FFE = 1012.8GARAGE = 1010.8BSME = 1002.8FFE = 1011.0GARAGE = 1009.0WOE = 1001.0LLE = 1003.0LOE = 1008.0 GAR = 1009.5FFE = 1012.5LLE = 1001.0LOE = 1006.0GAR = 1009.5FFE = 1011.0FFE = 1011.8GARAGE = 1009.8BSME = 1001.8W FFE = 1012.0GAR = 1009.0WOE = 1002.0FBFBLOFBLOWOWOFB617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT1STORM FACILITY PLANSCALE: 1" = 30'APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:04 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_STM_FAC.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC120STORMWATER FACILITY APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:05 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DET-STM.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC390STORMWATER DETAILS APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:05 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DET-WAT.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC590PUBLIC WATER DETAILS APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:05 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_DET-SAN.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYC490SANITARY DETAILS 140TH STREET WESTEMBER WAYEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSEEXISTINGHOUSE30' SETBACKCENTER LINECENTER LINE303050 50 E S S E X T R A I L 10071008100910101011 101010091 0 0 8 100810 0 7 1 0 0 5 1005 1000 9 9 6 9 9 5 10 0 0 99 3 992994993991 99099099199299399599699810001000100110001001 1003 1004 1005 100610071007100610 0 5 1003 TREETREE996.771001.90992.30996.77 992.301EXISTING DRAINAGE PLANSCALE: 1" = 30'APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:05 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_BDA.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYG005EXISTING DRAINAGE AREALEGENDEXISTING LOTLINESEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSEXISTING DRAINAGE AREAEX-ON-2EX-OFF-3EX-OFF-2EX-ON-3EX-ON-1EXISTING BASINTOP = 994.0012" PIPE = 888.30BOTTOM = 989.00EX-OFF-1MCNEARNEY HOMES- WOODWINDS 8TH ADDITIONEXISTING DRAINAGE BASIN AT HOA OUTLOTFIGURE - 1.00 140TH STREET WESTEMBER WAYE S S E X T R A I L TREETREE1123456> >> >> >> >> >10 0 8 . 0 0 1006.371001.69> >> >> >> >> >> >> >> > > > > > > > > > EO FEOF EOF994.00991.00996.771001.90992.30996.77 992.30INFILTRATIONBASIN #1100 YR=1001.90INFILTRATIONBASIN #2100 YR=996.77INFILTRATIONBASIN #3100-YR=992.30FFE = 1012.8GARAGE = 1010.8BSME = 1002.8FFE = 1011.0GARAGE = 1009.0WOE = 1001.0LLE = 1003.0LOE = 1008.0 GAR = 1009.5FFE = 1012.5LLE = 1001.0LOE = 1006.0GAR = 1009.5FFE = 1011.0FFE = 1011.8GARAGE = 1009.8BSME = 1001.8FFE = 1012.0GAR = 1009.0WOE = 1002.0FBFBLOFBLOWOWOFB617,617 SF520,150 SF426,559 SF318,358 SF218,385 SF112,943 SFESMTESMTESMTESMTESMTE SM T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMTESMTESMTESMTESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMT E SM TESMTESMT ESMT ESMT ESMTESMTESMTE SM TESMTESMTESMT ESMTESMTESMTESMTESMT1PROPOSED DRAINAGE PLANSCALE: 1" = 30'APPLE VALLEY, MNIssue Date:07/25/2022Copyright 2022 By Windsor Engineers, LLCAll Rights Reserved.Revisions:GRHTAWGRHProject ManagerDrawn byChecked bywww.windsorengineers.comVancouver, WA22005.01Project No:Duluth + Minneapolis, MNISSUED FOR PRELIMINARY PLATTHE WOODWINDS 8TH ADDITIONPRELIMINARY PLATLINE IS 1" ON FULLSCALE DRAWINGWINDSOR ENGINEERSCALL 2 BUSINESS DAYS BEFORE YOU DIG.CAUTION UTILITY INFORMATION IS APPROXIMATE.VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRPLOT DATE: 8/9/2022 4:05 PM - FILE: C:\Users\TylerS\Windsor Crew Dropbox\03_Operations\01_Current\2022 Projects\22005.01 Woodwinds 8th - McNearney homes\02_Drawings\01_Working\02_PreliminarySheets\22005.1_BDA.dwg I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE: YYYY/MM/DDREGISTRATION NO: 12783SIGNED: ___________________________GREGORY R HALLING, P.E.PRELIMINARYG006PROPOSED DRAINAGE AREALEGENDEXISTING LOTLINESEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSPROPOSED DRAINAGE AREAPROPOSED PONDINFILTRATION BASIN #3TOP = 993.00EOF = 992.00 (3' WIDE)BOTTOM = 990.0010" HORZ. ORIFICE = 992.0INFILTRATION BASIN #2TOP = 997.75EOF = 996.75 (3' WIDE)BOTTOM = 995.008" HORZ. ORIFICE = 996.4INFILTRATION BASIN #1TOP = 1002.00(3' WIDE) EOF = 1001.50BOTTOM = 999.006" HORZ. ORIFICE = 999.5EXISTING BASINTOP = 994.0012" PIPE = 888.30BOTTOM = 989.00PRO-OFF-2APRO-ON-2PRO-OFF-3PRO-ON-1BPRO-OFF-1HOA OUTLOTPRO-ON-1CPRO-ON-1APRO-ON-1DPRO-ON-3MCNEARNEY HOMES- WOODWINDS 8TH ADDITIONPROPOSED DRAINAGE BASIN AT HOA OUTLOTFIGURE - 2.00 TAG SPECIES CONDITION DBH NOTES REMOVED 5 OAK, BUR GOOD 17 X 6 OAK, BUR GOOD 20 X 7 OAK, BUR GOOD 23 X 8 ELM, AMERICAN FAIR 16 X 9 BOXELDER FAIR 23 X 10 ELM, AMERICAN FAIR 23 2X 12 11 X 12 LOCUST, BLACK FAIR 12 X 13 OAK, BUR EXCEPTIONAL 29 X 15 OAK, BUR EXCEPTIONAL 35 X 16 BOXELDER FAIR 9 x 17 BOXELDER FAIR 18 x 18 BOXELDER FAIR 13 x 19 BOXELDER FAIR 10 x 41 BOXELDER FAIR 13 X 49 BOXELDER FAIR 10 X 50 ELM, AMERICAN FAIR 14 X 51 OAK, BUR FAIR 32 X 52 BOXELDER FAIR 9 X 53 OAK, BUR FAIR 21 X 54 BOXELDER FAIR 12 X 55 BOXELDER FAIR 10 X 56 OAK, BUR EXCEPTIONAL 22 X 57 BOXELDER FAIR 15 X 58 BASSWOOD, AMERICAN GOOD 14 X 59 BOXELDER FAIR 13 X 60 OAK, BUR GOOD 37 2X 21 16 X 61 BOXELDER FAIR 11 X 62 OAK, BUR FAIR 17 X 63 OAK, BUR GOOD 38 X 65 OAK, BUR EXCEPTIONAL 21 X 66 OAK, BUR GOOD 14 X 67 OAK, BUR FAIR 18 X 69 BOXELDER FAIR 8 X 70 HACKBERRY EXCEPTIONAL 14 X 71 BOXELDER FAIR 11 X 72 BOXELDER FAIR 9 X 73 OAK, BUR FAIR 16 X 74 BOXELDER GOOD 10 X 75 HACKBERRY FAIR 10 X 76 BOXELDER FAIR 8 X 90 ELM, SIBERIAN GOOD 30 X 91 OAK, BUR FAIR 17 X 92 ELM, AMERICAN FAIR 9 X 93 BOXELDER FAIR 13 X 94 OAK, BUR FAIR 35 2X 16 19 X 95 BOXELDER GOOD 15 X 96 BOXELDER FAIR 19 X 97 OAK, BUR FAIR 64 5X 15 14 14 12 9 X 98 ELM, SIBERIAN GOOD 21 X 99 OAK, BUR GOOD 19 X 100 CEDAR, RED FAIR 12 X 104 OAK, BUR FAIR 15 X 131 OAK, BUR FAIR 15 X 132 OAK, BUR EXCEPTIONAL 19 X 133 MAPLE, NORWAY FAIR 19 X 134 OAK, BUR EXCEPTIONAL 24 X 135 OAK, BUR EXCEPTIONAL 26 X 136 OAK, BUR EXCEPTIONAL 27 X Total 58 REASONING SAVED LOT Condition 2&3 Condition 4 Equiv #2" (10%) REPLACEMENT SPECIES Building Zone 4 1 0 oak Building Zone 4 1 0 oak Building Zone 4 1 0 oak Building Zone 5 1 0 Princeton Elm Building Zone 5 1 0 Hackberry Building Zone 5 1 0 Princeton Elm Basin Grading 4 1 12 Skyline Honey Locust Basin Grading 4 1 29 oak Basin Grading 5 1 35 oak Grading 5 1 9 Hackberry Grading 5 1 18 Ohio Buckeye Grading 5 1 13 Ohio Buckeye Grading 5 1 10 Hackberry Building Zone 5 1 0 Hackberry Boulevard 6 1 0 Hackberry Boulevard 6 1 0 Princeton Elm Building 6 1 0 oak Boulevard 6 1 0 Hackberry Boulevard 6 1 0 oak Building 6 1 0 Ohio Buckeye Boulevard 6 1 0 Ohio Buckeye Sidewalk 6 1 0 oak Road 6 1 0 Hackberry Sidewalk 6 1 0 Princeton Elm Building 6 1 0 Hackberry Building 6 1 0 oak Building 6 1 0 Ohio Buckeye Road 6 1 0 oak Road 6 1 0 oak Road 6 1 0 oak Road 6 1 0 oak Road 6 1 0 oak Sidewalk 1 1 0 Hackberry Sidewalk 1 1 0 Hackberry Building 1 1 0 Ohio Buckeye Building 1 1 0 Ohio Buckeye Building 1 1 0 oak Building 1 1 0 Kentucky Coffee Building 1 1 0 Hackberry Building 1 1 0 Kentucky Coffee Building 2 1 0 Princeton Elm Building 2 1 0 oak Building 2 1 0 Princeton Elm Building 2 1 0 Skyline Honey Locust Building 2 1 0 oak Road 2 1 0 Ohio Buckeye Road 2 1 0 Ohio Buckeye Building 2 1 0 oak Building 2 1 0 Princeton Elm Building 3 1 0 oak Building 3 1 0 Black hills spruce Building 3 1 0 oak Building 3 1 0 oak Building 3 1 0 oak Building 3 1 0 Princeton Elm Building 3 1 0 oak Building/Sidewalk 3 1 0 oak Building 3 1 0 oak 0 51 7 126 13 10% 6 2" CALIPER 57 Total 2" Caliper Trees Required Longitude Latitude HAE Easting Northing MSL FeatureNa me -93.17273 44.74694 919.789 537399.032 200293.4 919.789 Tree -93.17268 44.74694 913.173 537411.95 200294.8 913.173 Tree -93.172651 44.74697 913.766 537419.414 200305.6 913.766 Tree -93.172765 44.74705 909.595 537389.935 200336.5 909.595 Tree -93.17275 44.7471 911.873 537393.753 200352.3 911.873 Tree -93.172731 44.74707 916.572 537398.702 200341.6 916.572 Tree -93.172427 44.7468 905.774 537477.671 200244.1 905.774 Tree -93.172409 44.7467 900.172 537482.639 200206.4 900.172 Tree -93.172292 44.74697 905.651 537512.854 200307.7 905.651 Tree -93.172284 44.74703 904.407 537514.769 200326.4 904.407 Tree -93.172273 44.74705 904.665 537517.685 200337 904.665 Tree -93.172266 44.74711 905.844 537519.372 200355.7 905.844 Tree -93.172288 44.7471 904.414 537513.612 200353.3 904.414 Tree -93.172498 44.74707 915.366 537459.251 200344.1 915.366 Tree -93.172694 44.74752 921.37 537408.063 200507.2 921.37 Tree -93.172816 44.74751 917.716 537376.226 200501.6 917.716 Tree -93.172813 44.74742 920.335 537377.136 200471 920.335 Tree -93.172879 44.74746 919.649 537359.918 200485.9 919.649 Tree -93.17292 44.74747 920.065 537349.346 200487.6 920.065 Tree -93.172929 44.74743 920.49 537346.832 200474 920.49 Tree -93.172993 44.74742 920.069 537330.294 200468.6 920.069 Tree -93.17303 44.74737 914.21 537320.759 200450.5 914.21 Tree -93.17313 44.74737 920.652 537294.796 200452.5 920.652 Tree -93.173013 44.74732 913.262 537325.269 200432.5 913.262 Tree -93.172859 44.74735 917.765 537365.203 200445.2 917.765 Tree -93.172784 44.74737 925.625 537384.658 200452.9 925.625 Tree -93.172912 44.7473 923.828 537351.361 200427.6 923.828 Tree -93.173018 44.74713 916.996 537323.901 200362.5 916.996 Tree -93.173054 44.74712 913.542 537314.757 200361.5 913.542 Tree -93.173183 44.74727 922.592 537281.128 200414.2 922.592 Tree -93.173088 44.74729 924.529 537305.675 200423.9 924.529 Tree -93.17319 44.74741 925.015 537279.251 200465.6 925.015 Tree -93.17335 44.74739 919.992 537237.48 200457.6 919.992 Tree -93.173367 44.74738 920.976 537233.133 200454 920.976 Tree -93.173443 44.74733 921.119 537213.601 200436.7 921.119 Tree -93.173473 44.74732 919.253 537205.704 200433.4 919.253 Tree -93.173439 44.7473 918.127 537214.645 200427.3 918.127 Tree -93.173364 44.74725 920.758 537233.969 200406.8 920.758 Tree -93.173568 44.7473 923.298 537181.001 200426.9 923.298 Tree -93.173569 44.74725 918.411 537180.745 200406.8 918.411 Tree -93.173427 44.74692 918.778 537217.931 200286.3 918.778 Tree -93.173367 44.74692 916.455 537233.579 200289.1 916.455 Tree -93.17337 44.74698 916.281 537232.704 200310.5 916.281 Tree -93.173388 44.74715 928.369 537227.816 200372.1 928.369 Tree -93.173345 44.74714 925.83 537239.105 200369.4 925.83 Tree -93.173225 44.7471 924.502 537270.345 200354.8 924.502 Tree -93.173202 44.74707 923.098 537276.231 200343.5 923.098 Tree -93.173308 44.74703 921.873 537248.675 200329 921.873 Tree -93.173299 44.74696 925.355 537251.093 200301.7 925.355 Tree -93.173261 44.74692 922.95 537261.039 200285.8 922.95 Tree -93.17336 44.74687 927.453 537235.256 200268.5 927.453 Tree -93.173566 44.74688 925.959 537181.812 200273.4 925.959 Tree -93.173181 44.74674 920.389 537281.857 200223.4 920.389 Tree -93.173192 44.74674 919.7 537279.072 200221.4 919.7 Tree -93.173158 44.74681 917.526 537287.849 200248.6 917.526 Tree -93.173193 44.74688 921.115 537278.59 200271.5 921.115 Tree -93.173154 44.7469 908.994 537288.955 200281.4 908.994 Tree -93.172908 44.74684 921.19 537352.712 200258.4 921.19 Tree 58 ¯ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 2324 25 26 27 2829 03031 32 33 34 35 36 37 38 3940 41 42 4344 45 4647 48 4950 51 5253 5455 5657 58 59 60 61 6263 64 65 66 67 68 6970 717273 74 75 7677 787980 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102103 104105 106 107 108109110 111 112 113 114 115 116 117 118 119120 121 122123 124 125 126 127 128 129 130 131132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 Dakota County, Maxar, Microsoft TREE INVENTORY SITE: 5297 140TH ST APPLE VALLEY, MN CLIENT: MCNEARNEY CUSTOM HOMES DATE: 1/31/2022 ¯ Dakota County, Maxar, Microsoft TREE INVENTORY SITE: 5297 140TH ST APPLE VALLEY, MN CLIENT: MCNEARNEY CUSTOM HOMES DATE: 1/31/2022 Tree Condition Poor Fair Good Exceptional <all other values> McNearney CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, City Engineer DATE: August 10, 2022 SUBJECT: The Woodwinds 8th Addition Preliminary Plan Review Alex, The following are comments regarding the Woodwinds 8th Addition Preliminary Plat & Plans submitted August 9th, 2022. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. A design agreement will be required for the design of the public utilities by City Staff. 3. The developer shall identify whether site utilities will be installed under private or public contract. 4. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 5. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 6. The existing well will need to be abandoned in accordance with Dakota County. 7. Existing septic system shall be properly disconnected/decommissioned in conjunction with the home demolition permit. Permits 8. A public infrastructure project is anticipated for the proposed sanitary sewer and water services. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 9. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 10. A right of way permit will be required for all work within public easements or right of way. 11. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 12. The City of Apple Valley will procure a sanitary sewer extension permit from the MPCA and an approval from the Minnesota Department of Health for public water main as part of public improvement project associated with public sanitary sewer and water main extension. Site Plan 13. The existing drive entrance on 140th St W shall be removed and the curb, boulevard and sidewalk should be restored to match the existing. 14. Provide ten foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lot(s) within the plat wherever abutting public road right-of-ways or along all rear yards. 15. Provide five foot (5') wide drainage and utility easement along all common side yard lot lines. 16. Show the future sidewalk along Ember Way, next to Lot 1. 17. Residential lots need a 10’ side easement Grading, Drainage and Erosion Control 18. Final Grading Plans shall be reviewed and approved by City Engineer. 19. Final Stormwater Management Plan shall be reviewed and approved by City Engineer. 20. Show the proposed drainage and utility easement for the ponds on the grading plan. 21. Show proposed grade elevations at all of the lot corners and at any high or low points. Include grades at the Top of Curb at each property line. Also include an elevation at the outlet of the existing outlet structure on the HOA property. 22. All areas to be grading shall have a minimum of 2.0% slope, update the note on the grading plan. 23. Contours should be updated to reflect actual proposed mass grading. Currently several proposed contour lines simply dead end and do not connect up to existing contours. 24. Provide Final Hydro CAD modeling files to the City Engineer. 25. Provide the Storm water Pollution and Prevention Plan (SWPPP) prior to construction. 26. Provide the existing and proposed pervious and impervious areas and percentages on the plans. The maximum impervious per lot is 35%. 27. Show all emergency over flow (EOF) elevations, include drainage arrow for direction of flow on the grading plan. The low floor elevation of the existing house on Essex Trail is 990.90. a. The lowest opening shall be: i. at least 3 feet above the estimated 100-year water surface elevation ii. at least 1 foot above the stormwater facility emergency overflow elevation b. The lowest floor (including basement) shall be: i. at least 1 feet above the estimated 100-year water surface elevation ii. at least 3 feet above the seasonal high local groundwater elevation 28. Provide an up-to-date project SWPPP Designer, the current one shows the Training expires May 31st, 2020. The Woodwinds 8th Addition project is located within 1 mile of impaired waters (Long Lake) and must follow appropriate State guidelines. Additional perimeter control measures are necessary along Ember Way throughout construction. Storm Sewer 29. Show drain tile and cleanouts on utility plan. 30. The proposed storm sewer should follow the lot line between lots 3 and 4. 31. Storm water infiltration basin shall be designed to Vermillion River Watershed standard details. 32. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 33. A pretreatment device, such as a SAFL Baffle or approved equal and sump will be required prior to discharging into the public storm sewer. Sanitary Sewer and Water Main 34. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 35. The existing sanitary sewer and water services that are not being used must be removed back to the main. 36. Sewer and Water Service locate boxes shall be provided for all lots in accordance with SER-1A. New curb stop and box shall be located at the ROW. See attached City of Apple Valley General Specifications: a. 33 12 12 Water Services b. 33 31 14 Sanitary Sewer Services Landscape and Natural Resources 37. Provide 4-6 inches of topsoil as part of site redevelopment prior to turf establishment. 38. Emergency overflows between infiltration basins should be kept clear from plantings and have an intentional stabilized path for water to overflow without causing erosion. 39. Plantings within infiltration basin #1 should be appropriate for raingardens and be able to withstand inundation up to 48-hours. 40. The trees are not yet tagged on site with ID numbers. The Demo and Tree Removal Plan Sheet G002 should include both retained tree IDs for ease of identifying trees to be removed or trees being retained. Several trees identified to be retained are in poor or dead condition and should be removed. (See attached map). c. Attempting to retain these trees through the site grading may further stress the trees and result in large dead trees for future homeowners to remove eventually. Replacement for these trees is not required due to existing dead and broken limbs, significant dieback, etc. 41. Any additional trees damaged during construction, grading, or soil compaction shall require additional tree mitigation. 42. Ensure trees have space to reach mature size to maintain good form. Ensure trees planted near sidewalks will not create a future conflict for sight distance issues. Not on tree removal plan, but in poor/declining health and should be removed City of MEMO Building Inspections TO: Alex Sharpe, Planning & Economic Development Specialist FROM: George Dorn, Building Official DATE: March 30, 2022 SUBJECT: 5297 140th St W, Woodwinds 8th Addition, (6 Single-Family Lots)  One SAC charge will be required for each new house prior to permit issuance from the City.  Separate building, plumbing, sewer and water, mechanical, and electrical permits are required for each new house.  Separate demo permit required for razed building.  Provide geotechnical reports, including boring logs, prior to permit issuance.  The City has a record of an existing septic system and well on site. A separate permit is required for the removal and inspections by City staff. Proof shall be required to the City for the capping of the existing well.  The City ordinance Title V 51.40 require the properties to be connected to City sewer and water where available.  Retaining walls in excess of 4 feet shall be designed by an State of Minnesota licensed Engineer, and a separate permit required.  Construction shall comply with all requirements of the Minnesota Building Code.  Construction shall comply with all requirements of the Apple Valley City Code.  Prior to turning on the water to the property, a final plumbing inspection must be approved. The meter must be sealed and the water reader installed. If you have any questions in regards to the water utilities, please contact the Public Works Department at 952-953-2400.  No site work may begin without City approval and/or permit.  The City of Apple Valley requires a Natural Resources Management Permit (NRMP). The permit may be obtained through the Building Inspection Department. Once the NRMP has been issued, please contact Samantha Berger at 952-953-2462 for a site inspection prior to commencing any grading or earthwork.  Platting of the property lines must be completed prior to permit issuance. Sidewalk Location Sidewalk Location Map I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:Other Business Description: A . Orchard P lace Amenity A rea/North Creek Greenway Trail Concepts S taff Contact: B randon A nderson, City Engineer Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: No official action is needed. Staff is wishing to receive feedback concerning the four proposals. S UM M ARY: City Staff has been working with HJ Development, Rockport, LLC and Dakota C ounty on the continuation of the North C reek Greenway Trail from C obblestone Lake to the extension of 155th Street near Q uarry Point Park and the Orchard Place development. As part of the collaboration, a gathering space with amenities has been planned near the storm water management area to serve Orchard Place adjacent to the N orth C reek Greenway Trail corridor with is planned for construction in 2023. City staff is seeking input from the Planning Commission on review of some concepts of the gathering space and amenities to be incorporated at this location. T he following are brief descriptions of four concept plans for the proposed gathering space near the new trail bridge in Segment 5 as part of the N orth C reek Greenway Gaps – Trail Improvements project. T hese preliminary concepts all include a trail amenity node and propose a range of program elements. C O N C E P T 1 Concept 1 comprises a variety of program uses to serve greenway users, the local neighborhood and adjacent retail development. T he concept plan shows a terraced lawn amphitheater graded into the slope with a lower concrete seat wall, colored concrete performance area (at-grade), a promenade with pergola structures, a colored concrete terrace with café tables and seating, and a play area for small features or nature play. Benches, trees and landscaping are included throughout the space. A trail amenity node with a bike fix-it station, bike loops, trail map signage and trash receptacles is situated along the greenway trail and faces a structured overlook on the pond-side of the greenway trail. C O N C E P T 2 Concept 2 features a large, circular gathering plaza and a trail amenity node. T his concept also provides a formalized switchback connection (framed by plantings and low, weathering steel walls) towards the retail development to the east. T he gathering plaza includes bench seating, pergolas for shade and a center raised planting beds (weathering steel planters) with public art as a focal point. T he trail amenity node includes the typical features as well as bench seating. Trees and landscaping are provided throughout the space. C O N C E P T 3 Concept 3 combines flexible gathering space and trail amenities with a bike fix-it station, bike loops, trail map signage, waste receptacles, benches, a pergola structure for shade, and trees and landscaping throughout. An informal amphitheater with a sloped lawn and limestone block benches strategically scattered throughout invites both programmed and unprogrammed use of the space. T he stage area is at-grade colored concrete and includes a pergola structure similar to the gathering area. A first row concrete seat wall near the stage area can be used for general seating and accessible stage viewing areas are also provided. C O N C E P T 4 Concept 4 shifts the focus from the trail side to the upper slope area with a terraced overlook plaza, which connects the new retail development east of the project site. A formal stair connection and corresponding sloped (accessible) walkway brings a direct connection to this plaza populated with café tables and seating, benches, bike loops and a pergola structure for shade and framing views to the west. A retaining wall and railing will be necessary for grading these features into the existing site conditions. A trail from the upper plaza down to the lower trail amenity node plaza would meet accessibility requirements and provide a connection to the greenway trail. T he lower bike trail amenity node includes typical amenities, landscaping and a similar pergola structure to tie the spaces together. A future trail connection to the north is featured in this concept and can be included in all four concepts as needed. B AC K G RO UND: T he North Creek Greenway’s 14-mile route travels through the communities of Eagan, Apple Valley, Lakeville, Farmington and Empire Township in central D akota C ounty. T he greenway will interconnect important regional destinations including Lebanon Hills Regional Park, the Minnesota Zoo, downtown Farmington, the Vermillion River (unique in its status as a trout stream so near a major metropolitan area) and the new regional park in Empire Township as well as numerous local attractions. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Plan S et T20365932.12UPD-TTEL20366932.42UVT-T: 2X311150930.98UPT>>> >III940945941942943944930935926927928929931932933934936937938 935934936937938939939940 20558952.54UGL B20561952.70UGL ET9 2 6 9 3 09299 3 1 9319329309299319319319319329329339320 0 + 1 0 00+1100+1200+1300+1400+1500+1600+1793.56+1700+3000+3100+3200+3300+3400+3500+3600+3700+38 00+39 00+40 00+41 00+42 00+43 00+44 00+45 00+46 00+47 00+48 00+49 00+50 00+51 00+5200+5300+5400+5500+56 00+57 00+58 00+59 00+60 00+61 00+6200+6344.10+6300+1100+1200+1300+1400+1500+1600+1702.45+17..\..\..\..\..\daves stuff\XML DXF\Screenshot 2022-06-16 072210.pngCOBBLESTONE LAKE PARKWAYCOBBLESTONE LAKE TRAIL155TH ST WEX. PED. RAMPSHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:53:28 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022OVERALL LAYOUT KEYQUARRY HILL BALLFIELDS & PARKTRAIL CONNECTION & AMENITIES(& DESIGN ALTERNATE)COBBLESTONELAKE PARKWAYTRAIL CONNECTIONELMHURST LANE &COBBLESTONELAKE PARKWAYTRAIL CONNECTIONDUTTON LANE &COBBLESTONELAKE PARKWAYTRAIL CONNECTIONTRAIL BRIDGEGATHERING SPACE &AMENITIES - SEECONCEPTS 1, 2, 3 & 4Feet0200400IN PROGRESS 11081932.41RSN11082931.98RSN11094930.67WGV11150930.98UPT11221930.06ULP11242930.01RSN11356931.32UVT>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I IIIIIIII>>>>>>>>>>>>>>>>>>>TRIM 930.61INVINVINVINVINVINV>>00+1793.56+1700+1702.45+17ELMHURST LANE DIRECTIONALSIGNAGEPLANTING BEDEXI S T I N G T R A I LCOLORED CONCRETEPLANTING BEDR20.0'BENCH, TYPMAP/ INFO SIGNAGEWASTE & RECYCLINGRECEPTACLEESBIKE FIX-IT STATIONBIKE LOOPSPEDESTRIAN SCALELIGHT FIXTURECANOPY TREE, TYPORNAMENTAL TREE, TYPDIRECTIONAL SIGNAGESHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:54:24 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022CONCEPT PLAN: ELMHURST LANE & COBBLESTONE LAKE PARKWAY TRAIL CONNECTIONFeet01020NOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. E20348933.13UPD-ET20365932.12UPD-TTEL20366932.42UVT-T: 2X320370932.30DCB: BEE HIVEP-BURP-BURSTRIM 930.76INVINVINVINVINVINV20902931.01RCL520910930.96RCL20913931.29RCL520917931.30RCL20918931.38RCL EC E20924931.39RCL5 EC ESRIM 931.95INVINVINVINVINVINV>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>926930929931 931932T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURP-BUR00+10 00+1100+1200+1100+12EXISTING TRAIL ASSECONDARY TRAILCONNECTIONNEW GREENWAY TRAILAS MAIN TRAIL ROUTEPLANTINGS FOR FOOTTRAFFIC CONTROLPLANTINGS WITHACCESS TO UTILITY BOXAS NEEDEDR70.0'CONNECT CLOSER TO 90DEGREES FORSIGHTLINES/ SAFETYTREE REPLACEMENT,TYPR10.0'R8.0'SHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:55:10 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022CONCEPT PLAN: COBBLESTONE LAKE PARKWAY TRAIL CONNECTIONFeet01020NOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 20087937.06DCB: 11.5020088937.21DCB: W11.20 N10.85XCXCXCXC XCXCXCXC XC XCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>20611940.76BLD20612940.71BLD20613940.62BLD20614940.71BLD20615940.37BLD20616940.62BLD20623940.062062420625206262062700+3600+3700+38 +39BENCHBIKE RACKTRAIL MAP SIGNAGEPEDESTRIAN SCALE LIGHTDIRECTIONAL SIGNAGEBIKE FIX-IT STATIONWASTE & RECYCLING RECEPTACLESBENCHESBIKE LOOPSWATER FOUNTAIN WITH BOTTLE FILLERGREENWAY TRAIL OFFSET FROMEXISTING TRAIL TO FACILITATE 90DEGREE BIKE TRAIL CROSSING ATEXISTING (PEDESTRIAN) TRAILR100.0'PLANTING BEDR100.0'COLORED & STAMPEDCONCRETE (MATCHINGDELINEATOR BAND)COLORED CONCRETEBIOINFILTRATION:PLANTINGS, TREES &BOULDERS/ STONES10.00R15.0'R20.0'R10.0'R15.0'10.0'15.0'COLORED CONCRETESHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:56:16 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022Feet01020CONCEPT PLAN: GREENWAY CROSSING/ TRANSITION AT QUARRY HILL BALLFIELDSNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 20087937.06DCB: 11.5020088937.21DCB: W11.20 N10.8520172938.06DCB: SKIMMERFP20180939.94TFP20181939.88ULP: DECORATIVE20182939.89ULP: DECORATIVE20225939.58DCB: 7.86ECTRL20231940.91UVT-E D 1X2E20232940.61UPD-E20237940.96RSN B20238940.85RSN EXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIII>>>>>>>>20611940.76BLD20612940.71BLD20613940.62BLD20614940.71BLD20615940.37BLD20616940.62BLD20623940.06BLD B20624940.13BLD20625940.20BLD20626940.39BLD20627940.64BLD20628940.75BLD20629940.99BLD20630941.07BLD20631941.2620632941.3620633941.05BLD20634941.38BLD20635941.47BLD20636941.29BLD20637941.48BLD20638941.58BLD20650941.88BLD20651942.02BLD00+3100+3200+3300+3400+3500+3600+3700+38 00+39 ALTERNATE LOCATION FORTRAILHEAD/ BIKE AMENITIES,SEE ENLARGED PLANTRANSITION FOR GREENWAYCROSSING OF EXISTING TRAIL/PEDESTRIAN WAYBENCH & BIKE LOOP NODEBIOINFILTRATION BASIN WITHPLANTINGS, TREES &BOULDERS/ STONEGREENWAY TRAIL OFFSET FROMEXISTING TRAIL TO FACILITATE 90DEGREE BIKE TRAIL CROSSINGEXISTING STORM SEWER CATCHBASINSDIRECTIONAL SIGNAGEDCB: SKIMMERFP20180939.94TFP20181939.88ULP: DECORATIVE20182939.89ULP: DECORATIVE20225939.58DCB: 7.86ECTRL20231940.91UVT-E D 1X2E20232940.61UPD-E20237940.96RSN B20238940.85RSN E>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIII20636941.2920637941.4800+3200+33TYPICAL TRAILHEAD AMENTIIES:*WATER FOUNTAIN*BIKE LOOPS*MAP/ INFO SIGNAGE*BIKE FIX-IT STATION*BENCHES*WASTE RECEPTACLESEXISTING PARKRESTROOM BUILDINGNEW GREENWAY TRAILEXISTING TRAILPLANTING BED, TYPCOLORED CONCRETECONCRETESHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:57:37 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022ALTERNATE CONCEPT PLAN: QUARRY HILL BALLFIELDS GREENWAY CROSSING/ TRANSITION & BIKE AMENITIESFeet03060Feet01020ENLARGED PLAN: GREENWAY BIKE AMENITIESNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 10034938.87TEG10035938.08TEG110036938.62TEG110037938.82TEG10038939.13TEG10039939.26TEG110040940.32TEG1 EC10041940.52TEG EC10042940.48TEG E10043940.31TEG1 E940 945 941 942 943 944930935926927928929931932933934936937938 935934936937938939939 94000+5200+53940 941 942 943 944 945 939 940939938937936935934935930 935930936938939 940 941 942 943 944 945 940939938937936935934933932931930 PLAY AREA*SMALL FEATURES*TOT LOT OR NATURE PLAYPERGOLA STRUCTURES*WOOD CONSTRUCTIONTERRACEDLAWNAMPHITHEATERCOLORED CONCRETEPERFORMANCE AREA (AT GRADE)METAL OVERLOOK STRUCTUREGREENWAY BIKE NODE AMENITIES:WAYFINDING SIGNAGEBIKE LOOPSBIKE FIX-IT STATIONWASTE RECEPTACLESCOLORED CONCRETETERRACE WITH FLEXIBLECAFE TABLES & SEATINGBENCHES & PLANTING BEDSPLANTING BEDSMAIN PROMENADE WITHBENCHES, PLANTING BEDS &PERGOLASWATER FOUNTAINAPPROXIMATELOCATION OF EXISTINGSTORMWATER SEWERCONCRETE SEATWALL10' MIN, TYPBITUMINOUS GREENWAYTRAILPLAIN OR COLORED CONCRETEPROMENADECONNECTION FROMGREENWAY TRAIL TOFUTURE RETAIL AREAFUTURE RETAILDEVELOPMENT AREAR.O.W., TYP(NOTE: FEATURES SHOWN EASTOF R.O.W. LINE ARE ON PRIVATEDEVELOPMENT PROPERTY)GREENWAYTRAIL BRIDGE1002310024936.01TEG1 EC10025935.92TEG EC10026936.48TEG10027936.56TEG110028937.19TEG1 BC10029937.22TEG BC10030937.83TEG10031937.63TEG110032937.78TEG110033938.06TEG10034938.87TEG10035938.08TEG110036938.62TEG110037938.82TEG10038939.13TEG10039939.26TEG110040940.32TEG1 EC10041940.52TEG EC10042940.48TEG E10043940.31TEG1 E940 945 941 942 943 944930935926927928929931932933934936937938 935934936937938939939 940 0 0 00+49 00+50 00+51 00+5200+53TRAIL CONNECTION TO FUTURE RETAILDEVELOPMENT AREASHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 3:58:40 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022Feet01020CONCEPT PLAN 1: TRAIL BRIDGE GATHERING SPACE & AMENITIESFeet050100EXAMPLE: SPRING LAKE PARK RESERVEOVERLOOK, DAKOTA COUNTYCONCEPT PLAN 1: SKETCHNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 10034938.87TEG10035938.08TEG110036938.62TEG110037938.82TEG10038939.13TEG10039939.26TEG110040940.32TEG1 EC10041940.52TEG EC10042940.48TEG E10043940.31TEG1 E940 945 941 942 943 944930935927928929931932933934936937938 935934936937938939939 940 00+5200+53940 941 942 943 944 945 939 940939938937936935934935930 935930936938939 940 941 942 943 944 945 940939938937936935934933932931930 PLAZA GATHERING SPACE, PLAIN ORCOLORED CONCRETEPUBLIC ART/ FEATURE IN CENTER OFRAISED CORTEN STEEL PLANTERSPERGOLA STRUCTURES*WOOD CONSTRUCTIONCONCRETE WALKWAYCONNECTION TO FUTURERETAIL DEVELOPMENT AREABENCHESLAWNSURROUNDINGSLOPED AREAS WITHPRAIRIE PLANTINGSTHROUGHOUT, TYPPLANTING BEDSGREENWAY BIKE NODE AMENITIES:WAYFINDING SIGNAGEBIKE LOOPSBIKE FIX-IT STATIONWASTE RECEPTACLESWATER FOUNTAINCORTEN STEELLOW-PROFILE RETAININGWALLS WITH PLANTINGSBITUMINOUSGREENWAY TRAILGREENWAY TRAILBRIDGEAPPROXIMATELOCATION OF EXISTINGSTORMWATER SEWERFUTURE RETAILDEVELOPMENT AREAR.O.W., TYPSHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 4:08:25 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022Feet01020CONCEPT PLAN 2: TRAIL BRIDGE GATHERING SPACE & AMENITIESCONCEPT PLAN 2: SKETCHNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 10034938.87TEG10035938.08TEG110036938.62TEG110037938.82TEG10038939.13TEG10039939.26TEG110040940.32TEG1 EC10041940.52TEG EC10042940.48TEG E10043940.31TEG1 E940 945 941 942 943 944930935927928929931932933934936937938 935934936937938939939 940 00+5200+53940 941 942 943 944 945 939 940939938937936 935934935930 935930936938939 940 941 942 943 944 945 940939938937936935934933932931930 METAL CONSTRUCTIONPERGOLA ATGATHERING PLAZATERRACED LAWNAMPHITHEATER WITH CUTLIMESTONE SEATING(INFORMAL PLACEMENT)GREENWAY BIKE NODE AMENITIES:WAYFINDING SIGNAGEBIKE LOOPSBIKE FIX-IT STATIONWASTE RECEPTACLESWATER FOUNTAINMETAL CONSTRUCTIONPERGOLA AT STAGE AREACOLORED CONCRETESTAGE AREA (AT GRADE)CONCRETE SEATWALLACCESSIBLEVIEWING AREAPLANTING BEDSBENCHESCOLORED CONCRETEPLAZACONCRETEPAVEMENTAPPROXIMATELOCATION OF EXISTINGSTORMWATER SEWERBITUMINOUS GREENWAYTRAILGREENWAYTRAIL BRIDGER.O.W., TYPSURROUNDINGSLOPED AREAS WITHPRAIRIE PLANTINGSTHROUGHOUT, TYPFUTURE RETAILDEVELOPMENT AREASHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 4:00:45 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022Feet01020CONCEPT PLAN 3: TRAIL BRIDGE GATHERING SPACE & AMENITIESCONCEPT PLAN 3: SKETCHNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. 10034938.87TEG10035938.08TEG110036938.62TEG110037938.82TEG10038939.13TEG10039939.26TEG110040940.32TEG1 EC10041940.52TEG EC10042940.48TEG E10043940.31TEG1 E940 945 941 942 943 944930935927928929931932933934936937938 935934936937938939939 940 00+5200+53940 941 942 943 944 945 939 940939938937936935934935930 935930936938939 940 941 942 943 944 945 940939938937936935934933932931930 +10+6+0OVERLOOKPLAZAELEV 944.0ENTRYLANDINGELEV 948.0BIKEPLAZAELEV 938.0FUTURE RETAILDEVELOPMENT AREAELEVATIONS/ GRADESSHOWN AREAPPROXIMATE FORINDICATING RELATIVECHANGES IN GRADETHROUGH SITEAPPROXIMATELOCATION OF EXISTINGSTORMWATER SEWERR.O.W., TYP(NOTE: FEATURES SHOWN EAST OFR.O.W. LINE ARE ON PRIVATEDEVELOPMENT PROPERTY)RAILING - METAL CABLE OR MESH RAILINGPANELS FOR MAXIMIZING VIEWSRETAINING WALLBIKE LOOPSCOLORED CONCRETEAT OVERLOOK PLAZAFLEXIBLE CAFESEATING & BENCHESUPPER ENTRY STAIRACCESS & HANDRAILSUPPER ENTRY SLOPEDCONCRETE WALKWAYTO OVERLOOKTERRACEBITUMINOUSGREENWAY TRAILPERGOLAGREENWAY BIKE NODE AMENITIES:WAYFINDING SIGNAGEBIKE LOOPSBIKE FIX-IT STATIONWASTE RECEPTACLESWATER FOUNTAINCOLORED CONCRETEAT BIKE PLAZABENCHESFUTURE TRAILCONNECTIONLAWN, TYPPLANTINGS, TYPBITUMINOUS ORCONCRETE TRAILCONNECTION BETWEENGREENWAY TRAIL &OVERLOOK TERRACEGREENWAY TRAILBRIDGESURROUNDINGSLOPED AREAS WITHPRAIRIE PLANTINGSTHROUGHOUT, TYPPERGOLA ATOVERLOOK PLAZASHEET NUMBERNO.DATESURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONX:\AE\A\APPLE\165850\5-FINAL-DSGN\51-DRAWINGS\25-PLANLA\CAD\DWG\SHEET\AP 165850 LA CONCEPTS.DWG 6/17/2022 4:36:03 PM CITY OF APPLE VALLEY, MINNESOTA NORTH CREEK GREENWAY GAPS -TRAIL IMPROVEMENTS 165850CITY PROJECT 2022-**SEH, DEVELOPERKLKLKWLANDSCAPE ARCHITECT MINNESOTA. *.**.2022 7100 147TH ST WAPPLE VALLEY, MN 55124PRELIMIN A R Y JUNE 2022Feet01020CONCEPT PLAN 4: TRAIL BRIDGE GATHERING SPACE & AMENITIESCONCEPT PLAN 4: SKETCHNOTE: THESE DRAWINGS ARE INTENDED FOR CONCEPTUALLAYOUT PURPOSES ONLY. GENERAL DIMENSIONS, LOCATIONS,TYPES AND MATERIALS OF SITE FEATURES, ELEMENTS,PAVEMENTS AND PLANTINGS MAY CHANGE UPON FURTHERDESIGN CONSIDERATIONS AND DEVELOPMENT OF THE PROJECT. I T E M: 6.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, September 7, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, August 10, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, August 24, 2022. Wednesday, September 21, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, August 24, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, September 7, 2022. Next City Council Meetings: T hursday, August 25 , 2022 - 7:00 p.m. T hursday, September 8, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A I T E M: 6.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:August 17, 2022 S E C T I O N:Other Business Description: Review and Comments from Bruce Nordquist, Outgoing Community Development Director S taff Contact: B ruce Nordquist, Community Development Director Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Enclosed is an invitation to participate in the "Bruce - After Hours" retirement event at Valleywood from 4:30 to 7:40 p.m. on August 31, 2022. Bruce has prepared some additional closing remarks that will be shared during the evening of the August 17th Planning Commission meeting. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A AT TAC HM E NT S : Bruce - After Hours Join the Retirement Celebration for Bruce Nordquist Wednesday, August 31st 2022 from 4:30 p.m. – 7:30 p.m. at Valleywood Golf Course A brief program is planned for 5:00 p.m. Pizza Slices, Appetizers, Beverages, Cake