Loading...
HomeMy WebLinkAbout05.13.25 Planning Packet Meeting Location: Farmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION Tuesday, May 13, 2025 7:00 PM Page 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. Approve Planning Commission Minutes Approve the minutes from the April 8, 2025 regular meeting. Agenda Item: Approve Planning Commission Minutes - Pdf 3 - 10 3. PUBLIC HEARINGS 3.1. WITHDRAWAL - Conditional Use Permit - CrossFit Calypso, LLC Close the public hearing and accept the withdrawal of the application for a Conditional Use Permit by CrossFit Calypso. Agenda Item: WITHDRAWAL - Conditional Use Permit - CrossFit Calypso, LLC - Pdf 11 - 12 4. DISCUSSION 4.1. Site Plan Review for a Commercial Daycare at 4640 Knutsen Drive Approve the proposed site plan for a commercial daycare at 4640 Knutsen Drive conditioned on the following:  All necessary building permits are obtained  Sign permits are obtained  Satisfaction of any outstanding engineering comments and requirements  Final architectural details for the trash enclosure and playground fencing shall be included at the time of building permit submittal.  A revised photometrics plan shall be submitted at the time of building permit submittal showing a spill light maximum of 1.0 foot-candle on the western side property line. Agenda Item: Site Plan Review for a Commercial Daycare at 4640 Knutsen Drive - Pdf 13 - 39 4.2. Final Plats - Vita Attiva at South Creek Fourth and Fifth Additions 40 - 111 Page 1 of 119 By separate motion, recommend approval of the following actions:  Approval of the Vita Attiva at South Creek Fourth Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the construction plans for grading, utilities, and streets. 2. A Development Contract between the applicant and the City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required.  Approval of the Vita Attiva at South Creek Fifth Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the construction plans for grading, utilities, and streets. 2. A Development Contract between the applicant and the City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required. Agenda Item: Final Plats - Vita Attiva at South Creek Fourth and Fifth Additions - Pdf 4.3. Zoning Amendment Request - Barb Ackerman (Pilot Knob Properties, LLC) - 5465 212th Street W Please discuss whether the Planning Commission would support amending Section 10-5-15: MUCI - Mixed-Use Commercial/Industrial District to allow major auto repair as either a permitted or conditional use. Agenda Item: Zoning Amendment Request - Barb Ackerman (Pilot Knob Properties, LLC) - 5465 212th Street W - Pdf 112 - 119 5. ADJOURN Page 2 of 119 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Approve Planning Commission Minutes Meeting: Planning Commission - May 13 2025 INTRODUCTION: Attached, are the minutes from the April 8, 2025 regular meeting. DISCUSSION: Not applicable BUDGET IMPACT: Not applicable ACTION REQUESTED: Approve the minutes from the April 8, 2025 regular meeting. ATTACHMENTS: 040825 PC minutes Page 3 of 119 CITY OF FARMINGTON PLANNING COMMISSION MINUTES REGULAR MEETING APRIL 8TH, 2025 1. CALL TO ORDER The meeting was called to order by Chair Rotty at 7:00pm Members Present: Rotty, Tesky, Snobeck, Baerg Members Absent: Windschitl Staff Present: Tony Wippler, Planning Manager Jared Johnson, Planning Coordinator 2. APPROVAL OF MINUTES MOTION by Tesky, second by Snobeck to approve minutes of Planning Commission for March 11th, 2025, regular meeting. APIF MOTION CARRIED 3. PUBLIC HEARINGS 3.1 Amendment to Planned Unit Development (PUD) Agreement for Meadowview Preserve- Lot coverage. Planning Coordinator Johnson presented Summergate Development has applied for an amendment to deviate from allowable lot coverage. Request increase lot coverage maximum from 30% to 40% • Existing PUD has reduced lot size to 8119 SF (10,000 is min in. R-1) and reduced lot width to 60 feet (75 feet min. in R-1) • 30% is working for two-story homes but is issue for villa style homes Homeowner shared email for council review: Mr. Brian Tucker from Summergate stated they had not identified builders when they had subdivision approved. The two builders have chosen to do different style homes to not “compete”. The villa style home has a deeper footprint. They are requesting 40% lot coverage. Chair Rotty opened the discussion. Commissioner Tesky stated the standards are in place for a reason and had concerns about future use for homeowners with yards etc. Commissioner Snobeck shared his concern about watershed and lack of greenspace. He asked if other cities are going up to 40% lot coverage. Planning Coordinator Johnson said currently we have multiple developments in Farmington that are at that or higher. Planning Manager Wippler added that this is for lot coverage, not impervious surfaces (would not include patios, pools etc.). Page 4 of 119 Commissioner Baerg asked if there have been and watershed issues/impact in the developments with the higher lot coverage percentage. Planning Manager Wippler stated, not that he is aware of. Mr. Tucker shared their engineer did say the lots were established for at least 40% coverage for the stormwater calculations so there will be adequate capacity. Chair Rotty asked if our City Engineer has reviewed. Planning Coordinator Johnson indicated that the City Engineer did review/approve based off the storm water report. Commissioner Baerg asked about the emailed letter a homeowner provided from the Troy Hill neighborhood; he asked about their location in relation to these lots in question. Chair Rotty spoke about the initial public hearings and the concerns the residents shared. John Anderson from Brandl Anderson stated he also was a partner with Vita Attiva (also building villa style homes) and they were approved for lot coverage up to 50%. He is currently on a project in Empire that is up to 50% and Lakeville has no maximum lot coverage requirements. Chair Rotty asked if it would be possible to have half of development be 40% lot coverage. Planning Manager Wippler stated we have not done that, but would consider reviewing. Commission Baerg asked what the average square foot increase for this lot coverage increase would be, Mr. Tucker said approximately 800sq ft. Resident Scott Keller 19286 Evenston Dr. feels like this is not what was represented when development was established. MOTION by Snobeck, second by Tesky to close public hearing. APIF MOTION CARRIED MOTION by Snobeck, second by Tesky for unfavorable recommendation to City Council. VOTE 3-1 3.2 Dakota Meadows Preliminary Plat and PUD by Distinctive Land Development LLC- Planning Manager Wippler presented request for Dakota Meadows subdivision located at southeast intersection of Denmark Avenue and 220th St. W, south of Dakota Electric and west of Dakota Fairgrounds. Preliminary Plat- • 134 single-family lots on 43.5 acres net density of 3.6 dwelling units per acre. • Zoned R-2 (Low/Medium Density Residential) allows for density range between 3.5-6.0 dwellings units per acre. • Stormwater ponding located in center of development with smaller ponds to located in northeast and southwestern portion of development. Page 5 of 119 • Wetland located along southern boundary of site. • Minimum lot area proposed: 4,261 square feet . • Average lot area: 5,307 square feet. • Minimum lot width: 40 feet. • Minimum setbacks proposed: ○ Front yard - 20 feet (25 feet on sidewalk side) ○ Rear yard- 6 feet ○ Side yard – 5 feet ○ Side yard corner – 15 feet • Plat contains 5 outlots (A-E) o Outlot A – combination of stormwater and wetland o Outlot B – remnant parcel o Outlot C - stormwater facility o Outlot D - remnant parcel o Outlot E - combination of trail corridor and stormwater facility. • 4 different building elevations all slab on grade. Access and Transportation- • Access to this development from Denmark Avenue. • Secondary emergency access provided towards southern end of development by wetland area. Emergency access will consist of 20-foot-wide enhanced trail section extending from Denmark Avenue to Street C on east side. • Three stubs are provided to adjacent properties (one to CDA property to north, one to Murphy property to south, and one in northeast corner of site to Turek property). • All roads in development will be public and consist of 60-foot- wide right-of-way with a roadway width of 29 feet face of curb to face of curb. Parks, Trails and Sidewalks • Sidewalks provided on south side of street A and west side of street C. • 8ft wide bituminous trails along northern boundary of site from Denmark Ave. up to Ash St. (220th St. W), extending from cul- de-sac (Street B) to emergency access trail, and along right-of-way of Denmark Ave. • City will be taking cash in lieu of parkland dedication with this plat. Westview Acres Park will service this development, making the trail connection to Ash Street critical. Preliminary Planned Unit Development with flexibility to R-2 standards • Reduce minimum lot area to 4,261 sq ft. (typical minimum is 6,000 sq ft). • Reduce minimum lot width to 40 ft (typical minimum is 60 ft). • Reduce corner yard setback to 15 ft (typical minimum is 6 ft). Page 6 of 119 • Reduce interior side yard setback to 5 ft (typical minimum is 6 ft). • Increase building coverage percent of lots to 50% (typical maximum is 35%). John Anderson on behalf of Capstone spoke about the timelines and phases for this project. He requested discussion about the trail location being relocated or converted to larger sidewalks. Steve Bono from Capstone spoke about some of their other developments in other cities that will be very similar to this project. He estimated the cost of these homes to be high $300k-435k range and would be a nice alternative to attached town homes. John added that these lot sizes are very similar to Vita Attiva. Commissioner Snobeck asked for clarification on the path. Mr. Anderson explained they would like to not have it be behind the homes due to challenges of surroundings with railroad and Dakota Electric. Commissioner Snobeck asked it city staff is supportive of changes to trail, Planning Manager Wippler stated they were supportive of where it is currently located. Commissioner Baerg asked what square footage of homes would be. Mr. Bono responded they would range from 1500-1600 sq ft to 2500 sq ft. Baerg then asked how much space will be between homes, Planning Manager Wippler stated it would be 10ft between the homes. Baerg asked why cash- in-lieu for the parks. Planning Manager Wippler responded this would qualify under their new guidelines of a park within a certain distance. Commissioner Tesky questioned how tight the lots would be, Mr. Bono responded in Cottage Grove they are same size lots (30ft home on 40ft lot). Commissioner Tesky then asked what they are doing for the closeness to the train tracks. Mr. Anderson responded they are planting some trees for landscaping. Commissioner Tesky asked if they were doing any sound barriers for the train tracks. Mr. Bono answered they do not plan to do that. Chair Rotty talked about the train tracks having a large impact and what they plan to do to mitigate the noise. He was comfortable with the park trail possibly moving if park and recreation and developer come to an agreement. MOTION by Tesky, second by Baerg to close the public hearing. APIF MOTION CARRIED MOTION by Tesky, second by Snobeck for favorable recommendation of Dakota Meadows PUD upon satisfaction of requirements discussed. APIF MOTION CARRIED 4. DISCUSSION 4.1 Draft Beekeeping Draft Ordinance – Planning Coordinator Johnson presented the draft. Page 7 of 119 • Definitions Section. • Administrative permit to be approved by staff. • Education- completion of beekeeping basics course or 3 years or more beekeeping experience. • Only allowed in rear yard. • Setbacks- 20ft from lot lines, 30ft from adjacent decks, patios, swimming pools or other outdoor living space. • Flyway barrier required if within 25ft of lot line or 35ft from adjacent decks, patios, swimming pools or other outdoor living space. Barrier must run parallel to lot line for at least 10ft in both directions in front of hive entrance. • Inspections will be required upon issuance of permit and at each renewal. • Hives shall be kept in good condition and colonies shall be continuously managed to prevent swarming. • Termination- Permits will be terminated if: expired and no renewal permit was received, violation of ordinance or permit, failure to allow inspection, transfer of ownership of property, or if public nuisance is occurring. Hives not removed after permit is terminated will be deemed a public nuisance and may be abated by the city. Nick Gessel – Deerbrooke Path came up to share his suggestions. Regarding properties that abut water and natural areas he stated he could get further away from neighbors by allowing closer to those property lines. For the flyway barrier asked to ensure that no ordinances conflict (fencing). Commissioner Baerg asked if they would allow variances for these situations, Planning Manager Wippler stated they would prefer to work with the ordinance instead of issuing permit and then variances. Planning Coordinator Johnson stated if they have an existing 6ft or more privacy fence that would be acceptable, Mr. Gessler explained it has to be within 6ft of the hive to be functional. Mr. Gessler suggested “surrounding” the hive (a C curve around the hive) instead of 10ft of fencing. Commissioner Tesky agreed that having a natural buffer behind the property should be taken into consideration. Mr. Gessler asked what “satisfactory removal” would entail? He suggested adding timeline that is a reasonable into the language, (a hive cannot be moved in 48hrs). Mr. Gessler also explained that two hives are recommended for symmetrical nature in beekeeping. He shared that bees hibernate in the winter, so they are usually only active for 4-5 months of the year. 4.2 Harris Property Concept Plan Lennar - Planning Manager Wippler presented the request of revised concept plan for property generally known as The Harris Property. Page 8 of 119 • Consists of two parcels of land totaling 153 acres. • Parcels were annexed in 2022 as part of the incorporation of Empire Township as a city. • Parcels contain approximately 20 acres of wetland and 3 acres of flood plain from the North Creek tributary. • The site is bisected by two natural gas pipelines. • The Union Pacific rail line is adjacent to the east side of the site. Concept Plan • Shows a total of 297 single-family lots. • Lot widths range from 55ft wide to 75ft wide o 55ft wide lots: 168 o 65ft wide lots: 124 o 75ft wide lots (shoreland): 5 • Minimum lot depth: 120ft • Proposed setbacks: o Front yard: 20ft o Side yard interior: 6ft o Side yard corner: 20ft o Rear yard: 6ft • 5 lots shown in shoreland of North Creek tributary. These lots are required to have a minimum lot width of 75ft and impervious surface coverage on these lots may not exceed 25% of the lot area. Comprehensive Plan and Zoning • Properties are zoned and comprehensively guided as Agriculture. • Rezone of properties to R-2 (Low/Medium Density Residential) would be required. Development would have to be processed as a PUD to address the 55ft wide lots. R-2 district allows 60ft wide lots. • Comprehensive plan amendment would be required and need to include: o Land use guidance changes from Agriculture to Low Medium Density Residential. o Incorporate the properties within the Metropolitan Urban Service Area (MUSA) o Place the properties within a development staging timeframe of 2020-2030. Parks and Trails • 11.8-acre park shown in northwest corner of concept plan. Location is acceptable by the city’s Park and Recreation Commission. • Trail corridors will have to be provided as part of this development for the County Greenway. • The city is working with Dakota County on a preferred alignment of the greenway trails. Location of trails may impact the layout of the site. Page 9 of 119 Transportation • Plan shows extension of both Dellwood Ave. and Deerbrooke Path south from Mystic Meadows into the proposed development. • Diamond Path to be extended south and connected to development. Concept plans show three road stubs to the west. Staff suggest two of the three stubs need to be extended to connect Diamond Path to help circulation in and out of development and means of access for emergency services. • Road configuration is changed from concept plan reviewed in March. o Northeast portion of development was isolated. Revised plan shows and east/west connection across wetlands along southern access. o Deerbrooke Path is modified from continuous roadway extending to southern boundary of site to roadway that extends south into site and makes a 90 degree turn to west and will connect to Diamond Path. Steve Trosky from Lennar was available for comments. Commissioner Tesky, Commissioner Snobeck and Commissioner Baerg all liked the improved plans. Chair Rotty asked if the city recommended plan with the 2 stubs to Diamond Path were feasible, Mr. Trosky stated they are looking to do one access due to land permission and cost being prohibitive. Chair Rotty asked about plan for the train noise/buffer. Mr. Trosky said they moved the homes further away from tracks and are considering sound dampening glass. 5. ADJOURN MOTION by Tesky, second by Snobeck to adjourn meeting at 8:39pm. APIF MOTION CARRIED Respectfully submitted Tony Wippler, Planning Manager Page 10 of 119 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: WITHDRAWAL - Conditional Use Permit - CrossFit Calypso, LLC Meeting: Planning Commission - May 13 2025 INTRODUCTION: CrossFit Calypso, LLC, the applicant, has requested a withdrawal of their Conditional Use Permit [CUP] application to allow a commercial recreation use within the I (Industrial) Zoning District. DISCUSSION: A public hearing was scheduled for the May 13, 2025 Planning Commission meeting for the consideration of a Conditional Use Permit to allow a commercial recreation use within the I (Industrial) zoning district at the property located at 21170 Eaton Avenue, Suites A&B. The applicant, CrossFit Calypso, is requesting a withdrawal of the CUP application as they weren't able to come to an agreement on a lease for the space (see attached email). BUDGET IMPACT: Not applicable ACTION REQUESTED: Close the public hearing and accept the withdrawal of the application for a Conditional Use Permit by CrossFit Calypso. ATTACHMENTS: Withdrawal request000 Page 11 of 119 @‘ MI N G M c2532:532o§33<z$§a ”$ . 3 3 . :93Umchuw_qa_>>\EOP no . . . in.8mmmmom‘omE3.3883; 3: 3 . :985 ”E 9 . “ — J so » > 0. 2 Oh m< u _ .E O n E D w t H9325mnoaamnmEo?mmaid .2 3 2 E3 8 0 05 26 5 . ne w . $2 8 9: Sa m o o e 30 > $2 5 , mucmEcomSmcone.09E:xosoHo:on . .c o s z E m m h o m5 V6 02 8 3 0 Eo t 85 5 3 5 =m e mg — ”z o _ . 5 < o .c o z E om 30 3 . 5 5 . .mmmm:m:029:509:5:5EmEmmhmmcm99:00 9 99 m 22 9 5 m> > .m E E S n 9:L2n5005he22525350392:;83:.2:95 _ucmvar;.:m> > 30 > mu s : :m E m 25 80 : m> > .3 8 _I E_m_«EuEm?.E8.emazm?cmmobnw c o h m u . E0 : =m e E» au t o rc o u 30 > 89 5 0 53 9 0 c0 8 0 N: Page 12 of 119 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Jared Johnson, Planning Coordinator Department: Community Development Subject: Site Plan Review for a Commercial Daycare at 4640 Knutsen Drive Meeting: Planning Commission - May 13 2025 INTRODUCTION: InSite Development, the applicant, is requesting site plan approval for a commercial daycare to be located at 4640 Knutsen Drive. As the commission may recall, the applicant received a front yard setback variance for the proposed daycare building back at the October 8, 2024 Planning Commission meeting. The approval of the variance was conditioned on the applicant receiving site plan approval. DISCUSSION: Overview Subject Property: 4640 Knutsen Drive Applicant: InSite Development Services, LLC Property Owner: Clough Properties Two, LLC Zoning: SSMU (Spruce Street Mixed Use), Spruce Street Overlay District 2040 Comprehensive Plan Designation: Commercial Existing Use: 1.37 acres of vacant land, platted as Lot 2, Block 3 of the Vermillion River Crossings Development Surrounding Uses: Farmington Clinic to the north (across Knutsen Drive), open space (stormwater pond) to the south and east, vacant land to the west Proposed Use: Single level, 10,000 square-foot commercial daycare that will accommodate roughly 150 pupils from infants to school age children. Commercial daycares are a permitted use in the SSMU zoning district. Site Plan Review Per City Code Section 10-6-23, the proposed commercial daycare must receive site plan approval by the Planning Commission. Site Layout There are three main components to the layout of the site: the parking lot, the building, and the playground area. The parking lot is situated along the northern boundary adjacent to Knutsen Drive, the building is located towards the middle, and a fenced playground area is planned for the southern portion of the site. Page 13 of 119 Two access driveways are proposed off Knutsen Drive leading into the parking lot. A five (5') foot wide sidewalk is proposed along the boulevard of Knutsen Drive. Bulk and Density Standards The following are bulk and density standards required in the SSMU zoning district and what the applicant is proposing: Standard Required in SSMU Proposed Lot area 1 acre 1.37 acres Lot width 100 feet 214 feet Front yard setback At least 50% of the building front shall be within 20 feet of the public right of way 0% (received variance on 10/8/24) Side yard setback No requirement 22 feet (east) and 24 feet (west) Rear yard setback 20 feet 82 feet Height (max.) 40 feet 27 feet The proposed building meets all bulk and density requirements. As the commission may recall, the front yard setback variance that was approved on October 8, 2024, allows for the building to be placed further towards the middle of the site. This allows for two access drives which enhances circulation and emergency access and keeps the playground away from the street and parking lot. Parking City Code requires commercial daycares to provide 1 parking space per employee on a maximum work shift plus 1 space per every 10 children. There are 22 employees proposed with up to 150 children, therefore 37 parking spaces are required. Plans call for 41 parking spaces which exceeds the requirement. Exterior Lighting The applicant submitted a photometrics plan showing two, dual mounted light poles to be placed in parking medians on each side of the parking lot. Spill light from the western most light pole shows a maximum of 1.6 foot-candle on the western side property line. Per City Code Section 10-6-8(E), spill light on property lines adjacent to similar zoning designations cannot exceed 1.0 foot-candle. As a condition of approval, a revised photometrics plan shall be submitted to show a maximum spill light of 1.0 foot-candle on the western side property line. Landscaping The applicant submitted a landscape plan with a variety of trees and shrubs proposed for the site. A total of 15 trees are to be planted along the northern portion of the parking lot and along the eastern side property line. A combination of 150 shrubs and grasses are to be planted in mulched areas in parking lot medians, along the western side property line, and in front of the building. Low maintenance turf grass will be established in non-landscaped areas. The proposed landscape plan meets all landscaping requirements. Elevations Proposed exterior elevations show the building consisting of an oatmeal-colored synthetic stucco, brown concrete base, clay-colored break metal trim, and an asphalt shingled roof. Windows are being included along the roof as a decorative (false facade) to give the appearance of an upper Page 14 of 119 story on the front side of the building. The proposed exterior elevations meet the building design standards in the Spruce Street Overlay District. Playground A roughly 9,000 square-foot playground is proposed to the rear of the building. The playground area will be enclosed with a six (6') foot high fence. The playground will be separated into age specific spaces. Final details of the playground, including fencing details, will be subject to review and approval by the Planning department once a building permit is submitted. Trash Enclosure A fenced-in trash enclosure is proposed towards the southeastern portion of the parking lot. Final details of the trash enclosure, including fencing details, will be subject to review and approval by the Planning department once a building permit is submitted. Utilites/Stormwater The proposed building will connect into existing water and sanitary sewer lines along Knutsen Drive. Stormwater runoff from the development will be drained to the existing stormwater pond to the east of the site. The stormwater pond was sized to handle runoff from the site once developed. Engineering has reviewed the grading and utilities proposed for the site and has recommended approval of the site plan subject to any outstanding engineering comments or requirements. BUDGET IMPACT: Not applicable ACTION REQUESTED: Approve the proposed site plan for a commercial daycare at 4640 Knutsen Drive conditioned on the following:  All necessary building permits are obtained  Sign permits are obtained  Satisfaction of any outstanding engineering comments and requirements  Final architectural details for the trash enclosure and playground fencing shall be included at the time of building permit submittal.  A revised photometrics plan shall be submitted at the time of building permit submittal showing a spill light maximum of 1.0 foot-candle on the western side property line. ATTACHMENTS: Application Location Map Site Plan Construction Plans Floor Plan Exterior Color Elevations Page 15 of 119 (630) 592 - 3203 1400 16TH STREET, SUITE 300 OAK BROOK IL 60523 CLOUGH PROPERTIES TWO LLC (218) 251 - 3939 7842 COLLEGE ROAD BAXTER MN 56425 4640 Knutsen Drive, Farmington, MN (Lot 2, Block 3, Vermillion River Crossings, Dakota County, Minnesota) SSMU - Spruce Street Mixed Use N/A - Vacant property Construction of an approximately 10,081 SF daycare, child care center, and learning facility. Larissa A. Addison, Manager S.G. Authentisign ID: BCFDBD96-8011-F011-90CE-00224822F75A KN FARMINGTON, MN (4640 KNUTSEN) LLC FARMINGTON, MN (4640 Knutsen) LLC Docusign Envelope ID: 3E079DF2-9555-49EF-888B-65B053688DA5 4/8/2025 Page 16 of 119 Page 17 of 119 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X ST-1 ST-2 ST-3 FES-1 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 2 0 20' Building Setback Line NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 R5 ' R 3 ' R1 5 'R15' R5' R1 5 'R15' R 5 ' R3' R3 ' R 3 'R5' R 5 ' R3' R 3 ' R5' R 5 ' R 5 'R5' 32009 C3-SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 3 - S I T E . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-10 - 4/10/2025 24-32009 C3-10 SITE PLAN 300 32009 C3-10 FARMINGTON MINNESOTA SITE PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. ACCESSIBLE PARKING SYMBOL (TYP) NO PARKING STRIPING ACCESSIBLE PARKING STALL SIGN (TYP) CONSTRUCT CONCRETE PAVEMENT (SEE DETAIL) TRASH ENCLOSURE LOCATION (SEE ARCH. PLANS) 8'8'8' 18 ' 9' 24 ' 18 ' 24 ' 24'24' 6' 12 ' 6. 5 ' 6.5' GATE (TYP) PLAYGROUND (SEE ARCH. PLANS) 8900 SQ. FT. 6' HIGH FENCE (TYP) (SEE ARCH. PLANS) CONSTRUCT B612 CURB & GUTTER, TYP. (SEE DETAIL) CONSTRUCT HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL) CONCRETE SIDEWALK ALONG BUILDING (SEE ADJACENT TO BUILDING WALK DETAIL) ACCESSIBLE AISLE NO PARKING SIGN (TYP) 5' CONCRETE VALLEY GUTTER (SEE DETAIL) PAVEMENT LEGEND SYMBOL DESCRIPTION STANDARD DUTY BITUMINOUS PAVEMENT 3.5" OVER 8" AGG HEAVY DUTY BITUMINOUS PAVEMENT 4" OVER 9" AGG CONCRETE PAVEMENT CONCRETE WALK REVERSE PITCH CONCRETE CURB AND GUTTER PROPOSED DRAINAGE EASEMENT ST-1 ST-3 ST-4 ST-5 REMOVE CURB CASTING REPLACE WITH NEEHAN R-3076 PROPOSED MONUMENT SIGN 16' HIGH 2 FACES 100 SF PER FACE 47.2' 26 . 2 ' 6.5' CRASH PROTECTION BENCHES (TYP) ST-2 2' CONSTRUCT BITUMINOUS PAVEMENT (SEE DETAIL) Pa g e 1 8 o f 1 1 9 32009 C0-GENERAL DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 0 - G E N E R A L . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. LOCATION MAP 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS, AND CLARIFICATIONS ISSUED BY ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6.ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS A MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). PROJECT GENERAL NOTES HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE DAKOTA COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN MARCH 2025 BY ISG. SPECIFICATIONS REFERENCE PROJECT DATUM TOPOGRAPHIC SURVEY ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF FARMINGTON REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 2023 EDITION, AND THE CURRENT VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE. - 4/10/2025 24-32009 C0-10 SITE DATA 300 32009 C0-10 FARMINGTON MINNESOTA C0-10 SITE DATA PSH PSH ARA SITE SUMMARY PROJECT ADDRESS/LOCATION: 4640 KNUTSEN DRIVE FARMINGTON, MN 55024 ZONING:SSMU SPRUCE STREET MIXED USE, SPRUCE STREET ZONING OVERLAY SITE/LOT AREA:59,837 SF (1.4 AC) REQUIRED SETBACKS PARKING BUILDING FRONT YARD 10'50% WITHIN 20' SIDE YARD 10'0' REAR YARD 10'20' PARKING DATA LAND USE CLASSIFICATION CHILD DAYCARE CENTER PARKING SPACES REQUIRED (CODE) 1 PER EMPLOYEE ON MAX WORK SHIFT + 1 PER EVERY 1O CHILDREN GOVERNING INFORMATION 22 EMPLOYEES + 150 CHILDREN PARKING SPACES REQUIRED 37 PARKING STALLS PROVIDED STANDARD 39 ACCESSIBLE 2 TOTAL 41 ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BLDG BUILDING BM BENCHMARK CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CR COUNTY ROAD CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DI DROP INTAKE DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING F/G FORM GRADE FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHWL ORDINARY HIGH WATER LEVEL OHD OVERHEAD DOOR OZ OUNCE PCC PORTLAND CEMENT CONCRETE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY R RIM RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION STM STORM SY SQUARE YARD T/C TOP OF CURB TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD YR YEAR ABBREVIATIONS SYMBOL LEGEND EXISTING PROPOSED STORM MANHOLE STORM CATCH BASIN STORM CLEANOUT STORM CULVERT DOWNSPOUT ROOF DRAIN SANITARY MANHOLE SANITARY CLEANOUT LIFT STATION WATER REDUCER WATER VALVE WATER VALVE MAHOLE WATER CURB STOP WATER SHUT-OFF POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION WELL MONITORING WELL LAWN SPRINKLER BOX LAWN SPRINKLER HEAD HYDRANT YARD HYDRANT UTILITY POLE LIGHT POLE GROUND LIGHT GUY WIRE TRANSFORMER HANDHOLE ELECTRIC MANHOLE ELECTRIC METER UTILITY VAULT AIR CONDITIONER GAS METER GAS VALVE SOIL BORING FLAG POLE MAILBOX TRAFFIC SIGNAL SIGN STREET SIGN WHEEL STOP RAILROAD CROSSING SIGN POST DECIDUOUS TREE CONIFEROUS TREE BUSH TREE STUMP WETLAND / MARSH ROCK / BOULDER NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. EX STM MH EX CB EX CO >>>> >>>> EX SAN MH EX CO >> LS EX LIFT STATION W SO EX POST INDICATOR VALVE W W EX MW EX YARD HYD EX HH EX ELEC MH EM V AC GM GGV SB-1 MB EX SIGNAL RR LINETYPE LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC WETLAND WATER EDGE DITCH / SWALE FENCE LINE TREE LINE PROPERTY / LOT LINE RIGHT OF WAY LINE ACCESS CONTROL EASEMENT LINE NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV UTV OHL OHL UTL UTL FBO FBO WET WET W X X N S W E B.M. ELEVATION=915.43 TOP NUT ON HYDRANT LOCATED AT SE CORNER OF INTERESTION OF DUSHANE PARKWAY AND KNUTSEN DRIVE PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. CIVIL SHEET INDEX Sheet Number C0-10 SITE DATA C0-20 SITE DETAILS C0-21 SITE DETAILS C0-22 SITE DETAILS C1-10 SWPPP NARRATIVE C1-11 SWPPP NARRATIVE C1-12 SWPPP NARRATIVE C1-13 SWPPP NARRATIVE C1-20 SWPPP DETAILS C1-30 SWPPP C2-10 EXISTING SITE AND REMOVAL PLAN C3-10 SITE PLAN C3-20 UTILITY PLAN C4-10 GRADING PLAN C5-10 PLANTING PLAN C5-11 RESTORATION PLAN C5-20 IRRIGATION PLAN C5-30 PLANTING NOTES AND DETAILS C6-10 SITE PHOTOMETRICS PLAN PROJECT LOCATION Pa g e 1 9 o f 1 1 9 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE Mn CLASS 5 5" 4" COMPACTED SUBGRADE CONCRETE PAVEMENT NTS 1 1 / 2 " 8" 2" COMPACTED SUBGRADE AGGREGATE BASE BITUMINOUS COURSE MnDOT SPEC 2360, BITUMINOUS COURSE MnDOT SPEC 2360, BITUMINOUS PAVEMENT NTS MnDOT CLASS 5 TYPE SPNWB230B TYPE SPWEB240B STANDARD SEE PLAN 6" SE E PA V E M E N T DE T A I L SAND BASE V A R I E S TURN DOWN CONCRETE WALK NTS CONCRETE (MIN 4000 PSI) 6" 6" 4" AGGREGATE BASE AS CURB FOUNDATION (MnDOT CLASS 5) #4 BARS @ 16" OC EXTEND TO OPPOSITE EDGE OF CONC WALK 2 - #4 CONT BARS CONCRETE SLAB (MIN 4000 PSI) SAND BASE 4" 12 " COMPACTED SUBGRADE (ADJACENT TO BUILDING) NTS CONCRETE SIDEWALK CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE MnDOT CLASS 5 COMPACTED SUBGRADE CONCRETE WALK NTS 2" 9"2" COMPACTED SUBGRADE AGGREGATE BASE BITUMINOUS COURSE MnDOT SPEC 2360, BITUMINOUS COURSE MnDOT SPEC 2360, BITUMINOUS PAVEMENT NTS MnDOT CLASS 5 TYPE SPNWB230B TYPE SPWEB240B HEAVY DUTY 4" 6" 32009 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 0 - D E T A I L S . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C0-20 - 4/10/2025 24-32009 C0-20 SITE DETAILS 300 32009 C0-20 FARMINGTON MINNESOTA SITE DETAILS PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. NOTE: FOR WALK ADJACENT TO BUILDING AND TURF Pa g e 2 0 o f 1 1 9 TRENCH WIDTH, SEE TABLE 1 1 6" GRANULAR BEDDING PIPE OD (BC) 12 " COMPACTED BACKFILL 0.15 BC STORM DRAIN PIPE BACKFILL W/GRANULAR MATERIAL OR SELECT MATERIAL FROM EXCAVATION TO 6" ABOVE PIPE TRENCH WIDTH PIPE Ø TRENCH WIDTH 36" OR LESS BC + 24" 42" TO 54"1.5 x BC 60" OR OVER BC + 36" NOTES: GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL BE INCIDENTAL TO STORM DRAIN CONSTRUCTION 0.6 BC NON-CONCRETE STORM DRAIN PIPE BEDDING NTS SANITARY SEWER PIPE GRANULAR BEDDING AS REQUIRED FOR PVC PIPING AS SPECIFIED IN THE "CITY ENGINEERS ASSOCIATION" SPEC - INCIDENTAL TO SEWER CONSTRUCTION COMPACTED BACKFILL OD + 24" MAX 12 " OD 6" NOTES: GRANULAR BEDDING AND ENCASEMENT FOR SANITARY SEWER PIPES SHALL BE INCIDENTAL TO CONSTRUCTION PIPE BEDDING SANITARY SEWER NTS 5' - 0 " 24" 66 " 36 " HANDICAPPED SIGN POST W/BOLLARD N.T.S. PA Y H E I G H T (S E E S T O R M D R A I N S C H E D U L E ) SEE STORM DRAIN SCHEDULE RIM ELEVATION STEPS INSTALLED AS SPECIFICED IN MnDOT STANDARD PLATE 4180J BRICK & MORTAR CONCRETE ADJUSTING RINGS 3 MIN, 6 MAX W/ MFRS SEALANT BETWEEN RINGS. PLACE BITUMINOUS MASTIC BETWEEN BOTTOM RING AND TOP OF STRUCTURE & MFRS SEALANT BETWEEN JOINTS SEE STORM SCHEDULE FOR CASTING PRECAST CONCRETE BASE (SEE MnDOT STANDARD PLATE 4011) 3 PROVIDE A FULL MORTAR BED 1' M I N . 2 8" 4 NOTES: WHEN USED AS A CATCH BASIN AND REQUIRING A RECTANGULAR OPENING, USE 4022 CONCRETE COVER. WHEN REFERING TO A CURB CATCH BASIN, USE TOP BACK OF CURB ELEVATION. WALL CONSTRUCTION MAY BE: CLASS II PRECAST PIPE (MnDOT STANDARD PLATE 3000); CAST IN PLACE CONCRETE MEETING THE REQUIREMENTS OF CLASS II PIPE; OR MASONRY CONSTRUCTION, BRICK OR BLOCK (MnDOT STANDARD PLATE 4000). PROVIDE MORTAR FILLETS TO FIT BOTTOM PORTIONS OF PIPE TO DIRECT FLOW TO OUTLET. 1 2 3 4 MANHOLE OR CATCH BASIN CONCRETE COVER 1 4020 MANHOLE OR CATCH BASIN NTS 54" BASE SLAB 5" 2. 5 ' - 4 . 0 ' 5"5"3' 42 " BA S E S L A B 2' 5" 5" CASTING ASSEMBLY (SEE SCHEDULES) ADJUSTING RINGS AS REQUIRED PRECAST CONCRETE CATCH BASIN POUR CONCRETE INVERT SLOPE 1"/FT TO PIPE(S) PRECAST CONCRETE BASE SLAB INFI-SHIELD WRAP EXTERNAL MANHOLE SEAL OR APPROVED EQUAL OPENINGS FOR PIPES AS REQUIRED SECTION VIEW PLAN VIEW NOTE: 1.INFI-SHIELD WRAP EXTERNAL MANHOLE SEAL, OR APPROVED EQUAL, SHALL BE PLACED AROUND CASTING AND ADJUSTING RINGS. TYPE 1 CATCH BASIN NTS (TYP) 2' (TYP) 2' (T Y P ) WHITE ACCESSIBLE PARKING SYBMOL (TYP) ACCESSIBLE PARKING SIGN NO PARKING SIGN TURN DOWN WALK ACCESSIBLE PARKING AREA NTS 9'9' SEE PLAN6" 0" TURN DOWN CONCRETE WALK SEE DETAILED GRADING PLANS FOR EXACT ELEVATIONS 0"TURN DOWN CONCRETE WALK VARIESVARIES 6"6" 32009 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 0 - D E T A I L S . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C0-21 - 4/10/2025 24-32009 C0-21 SITE DETAILS 300 32009 C0-21 FARMINGTON MINNESOTA SITE DETAILS PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 1 o f 1 1 9 6" 8' - 0 " 8' - 6 " LIGHT POLE WELDED TO BASE PLATE W/ 3/16" FILLET WELDS ALL AROUND. (4) 3/4" DIA. x 1' - 0" EMBED. F1554 GR.36 GALVANIZED STEEL ANCHOR BOLTS W/ 3" STD. HOOK. PROVIDE HEAVY HEX NUTS, WASHERS, LEVELING NUTS, AND NON-SHRINK GROUT. 1" DIA CONDUIT 24" DIA CONC. PIER FOOTING 4-#6's VERT. W/#4 TIES @ 12" O.C. GRADE ** LIGHT POLE BASE INSTALLED AND PROVIDED BY ELECTRICAL CONTRACTOR #4 TIES @ 3" OC. ALONG LENGTH OF ANCHOR BOLT EMBEDMENT 3/4" x 10" x 10" STEEL BASE PLATE 32009 C0-DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 0 - D E T A I L S . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C0-22 - 4/10/2025 24-32009 C0-22 SITE DETAILS 300 32009 C0-22 FARMINGTON MINNESOTA SITE DETAILS PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 2 o f 1 1 9 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-10 - 4/10/2025 24-32009 C1-10 SWPPP NARRATIVE 300 32009 C1-10 FARMINGTON MINNESOTA SWPPP NARRATIVE PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 3 o f 1 1 9 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-11 - 4/10/2025 24-32009 C1-11 SWPPP NARRATIVE 300 32009 C1-11 FARMINGTON MINNESOTA SWPPP NARRATIVE PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 4 o f 1 1 9 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-12 - 4/10/2025 24-32009 C1-12 SWPPP NARRATIVE 300 32009 C1-12 FARMINGTON MINNESOTA SWPPP NARRATIVE PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 5 o f 1 1 9 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-13 - 4/10/2025 24-32009 C1-13 SWPPP NARRATIVE 300 32009 C1-13 FARMINGTON MINNESOTA SWPPP NARRATIVE PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 6 o f 1 1 9 STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS (SLIDE 2x4 THROUGH FLAP IF IRON CURB BACK NOT AVAILABLE) NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME CURB BOX FILTER INLET PROTECTION NTS ENT R A N C E W I D T H A S R E Q U I R E D 50' MINIMUM INP L A C E S U R F A C E LOOSEN AS NEEDED SO THAT ENTRANCE IS NOT COMPACTED, REPLACE/CLEAN AGGREGATE ONCE DIRTY STABILIZED CONSTRUCTION EXIT NTS MnDOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC BENEATH ROCK OR SLASH MULCH 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE RUNOFF FROM LEAVING SITE. EXTEND SILT FENCE FROM EITHER SIDE OF BERM AS NEEDED 6" MINIMUM DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-20 - 4/10/2025 24-32009 C1-20 SWPPP DETAILS 300 32009 C1-20 FARMINGTON MINNESOTA SWPPP DETAILS PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 2 7 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 911 912 912 911 9 1 1 91 1 91 1 91 2 91 2 912 912 910 911 912 9 1 1 9 1 0 912 912 32009 C1-SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 1 - S W P P P . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C1-30 - 4/10/2025 24-32009 C1-30 SWPPP 300 32009 C1-30 FARMINGTON MINNESOTA SWPPP PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. EROSION CONTROL LEGEND SYMBOL DESCRIPTION RANDOM RIPRAP SILT FENCE, PREASSEMBLED STORM DRAIN INLET PROTECTION ROCK CONSTRUCTION EXIT EROSION CONTROL BLANKET, CATEGORY __ CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS PLAN, INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. SF 101 100 101 100 0 SCALE IN FEET 20 40 Pa g e 2 8 o f 1 1 9 >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 T/C=911.90 EX CB I=907.00 (18" RCP) N I=906.24 (27" RCP) W I=906.16 (27" RCP) E T/C=912.46 EX CB I=905.78 (27" RCP) W I=905.78 (27" RCP) S TOO RECESSED FOR MEASUREMENT R=911.66 EX CB T/C=912.19 EX CB I=905.48 I=905.45 I=905.24 I=905.18 I=905.30 I=905.20 T/C=911.96 EX CB R=911.86 EX SAN MH I=901.16 (8-10" PVC) W I=901.13 (8-10" PVC) S I=901.22 (8-10" PVC) N R=912.27 EX SAN MH T/C=912.40 EX CB I=911.18 (18" RCP) E I=911.22 (18" RCP) N >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 2 0 20' Building Setback Line NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 32009 C2-EXIST DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 2 - E X I S T . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C2-10 - 4/10/2025 24-32009 C2-10 EXISTING SITE AND REMOVAL PLAN 300 32009 C2-10 FARMINGTON MINNESOTA EXISTING SITE AND REMOVAL PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. PROTECT EXISTING CURB & GUTTER, TYP SAWCUT & REMOVE CONCRETE CURB & GUTTER TO CONSTRUCT PROPOSED DRIVEWAY ENTRANCE SAWCUT & REMOVE BITUMINOUS PAVEMENT TO CONSTRUCT PROPOSED DRIVEWAY ENTRANCE PROTECT EXISTING STORM INTAKE AND REPLACE CASTING WITH DRIVEWAY CASTING REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. Pa g e 2 9 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X ST-1 ST-2 ST-3 FES-1 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 2 0 20' Building Setback Line NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 R5 ' R 3 ' R1 5 'R15' R5' R1 5 'R15' R 5 ' R3' R3 ' R 3 'R5' R 5 ' R3' R 3 ' R5' R 5 ' R 5 'R5' 32009 C3-SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 3 - S I T E . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-10 - 4/10/2025 24-32009 C3-10 SITE PLAN 300 32009 C3-10 FARMINGTON MINNESOTA SITE PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. ACCESSIBLE PARKING SYMBOL (TYP) NO PARKING STRIPING ACCESSIBLE PARKING STALL SIGN (TYP) CONSTRUCT CONCRETE PAVEMENT (SEE DETAIL) TRASH ENCLOSURE LOCATION (SEE ARCH. PLANS) 8'8'8' 18 ' 9' 24 ' 18 ' 24 ' 24'24' 6' 12 ' 6. 5 ' 6.5' GATE (TYP) PLAYGROUND (SEE ARCH. PLANS) 8900 SQ. FT. 6' HIGH FENCE (TYP) (SEE ARCH. PLANS) CONSTRUCT B612 CURB & GUTTER, TYP. (SEE DETAIL) CONSTRUCT HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL) CONCRETE SIDEWALK ALONG BUILDING (SEE ADJACENT TO BUILDING WALK DETAIL) ACCESSIBLE AISLE NO PARKING SIGN (TYP) 5' CONCRETE VALLEY GUTTER (SEE DETAIL) PAVEMENT LEGEND SYMBOL DESCRIPTION STANDARD DUTY BITUMINOUS PAVEMENT 3.5" OVER 8" AGG HEAVY DUTY BITUMINOUS PAVEMENT 4" OVER 9" AGG CONCRETE PAVEMENT CONCRETE WALK REVERSE PITCH CONCRETE CURB AND GUTTER PROPOSED DRAINAGE EASEMENT ST-1 ST-3 ST-4 ST-5 REMOVE CURB CASTING REPLACE WITH NEEHAN R-3076 PROPOSED MONUMENT SIGN 16' HIGH 2 FACES 100 SF PER FACE 47.2' 26 . 2 ' 6.5' CRASH PROTECTION BENCHES (TYP) ST-2 2' CONSTRUCT BITUMINOUS PAVEMENT (SEE DETAIL) Pa g e 3 0 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> > > > > >> I 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 T/C=911.90 EX CB I=907.00 (18" RCP) N I=906.24 (27" RCP) W I=906.16 (27" RCP) E T/C=912.46 EX CB I=905.78 (27" RCP) W I=905.78 (27" RCP) S TOO RECESSED FOR MEASUREMENT R=911.66 EX CB T/C=912.19 EX CB I=905.48 I=905.45 I=905.24 I=905.18 I=905.30 I=905.20 T/C=911.96 EX CB R=911.86 EX SAN MH I=901.16 (8-10" PVC) W I=901.13 (8-10" PVC) S I=901.22 (8-10" PVC) N R=912.27 EX SAN MH T/C=912.40 EX CB I=911.18 (18" RCP) E I=911.22 (18" RCP) N >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 2 0 20' Building Setback Line NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG ST-1 R=910.88 I=907.37 (12'') P-1 ST-2 R=910.83 I=906.97 (12'') P-1 I=906.97 (8'') P-4 I=906.87 (12'') P-2 ST-3 R=910.79 I=906.67 (12'') P-2 I=906.57 (15'') P-3 FES-1 I=906.47 ST-5 R=911.89 I=901.88 (4'') P-4 ST-4 R=912.00 I=902.50 (4'') P-3 I=902.40 (4'') P-4 ST-3 R=911.14 I=903.88 (4'') P-2 I=903.78 (4'') P-3 ST-1 R=912.37 I=906.18 (4'') P-1 I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> ST-2 R=911.94 I=906.03 (4'') P-1 I=906.03 (4'') P-2 P-1 95'x12" @ 0.42% P-2 53'x12" @ 0 . 3 8 %P-3 29'x15" @ 0.35% P- 4 5 9 ' x 8 " @ 0 . 4 9 % P-5 15'x8" @ 0.92% P-9 119'x8" @ 0.56% P-1 8'x4" @ 2.00% P- 2 1 0 8 ' x 4 " @ 2 . 0 0 % P-3 6 4 ' x 4 " @ 2 . 0 0 % P-4 26'x4" @ 2.00% P-6 10'x8" @ 1.73% P- 7 8 5 ' x 8 " @ 0 . 5 0 % P-8 8'x8" @ 0.50%P-13 69'x8" @ 0.50% P-12 6'x8" @ 0.50% P- 1 1 8 2 ' x 8 " @ 0 . 5 0 % P-10 10'x8" @ 0.50% SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. ST-1 ST-2 ST-3 ST-4 ST-5 STRUCTURE TYPE CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT STRUCTURE SIZE (IN) 4 Ø 4 Ø 4 Ø 4 Ø 4 Ø STRUCTURE MATERIAL PVC PVC PVC PVC PVC CASTING SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL STRUCTURE HEIGHT (LN FT) 6.18 5.92 7.36 9.60 10.01 TOP OF CASTING ELEVATION 912.37 911.94 911.14 912.00 911.89 INVERT ELEVATION 906.18 906.03 903.78 902.40 901.88 OUTLET PIPE P-1 P-2 P-3 P-4 EX-STUB SANITARY SEWER PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 DRAIN FROM ST-1 ST-2 ST-3 ST-4 INLET ELEVATION 906.18 906.03 903.78 902.40 DRAIN TO ST-2 ST-3 ST-4 ST-5 OUTLET ELEVATION 906.03 903.88 902.50 901.88 PIPE SIZE 4" 4" 4" 4" MATERIAL PVC PVC PVC PVC PIPE CLASS SDR-35 SDR-35 SDR-35 SDR-35 PIPE GRADE 2.00% 2.00% 2.00% 2.00% PIPE LENGTH (FT) 8 108 64 26 STORM DRAIN STRUCTURE SCHEDULE STRUCTURE NO. ST-1 ST-2 ST-3 STRUCTURE TYPE CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 1) STRUCTURE SIZE (IN) 36 x 24 36 x 24 36 x 24 STRUCTURE MATERIAL RC RC RC CASTING NEENAH R-3076 NEENAH R-3076 CURB CASTING * TOP OF CASTING ELEVATION 910.88 910.83 910.79 OUTLET INVERT 907.37 906.87 906.57 OUTLET PIPE P-1 P-2 P-3 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 DRAIN FROM ST-1 ST-2 ST-3 ST-64 ST-5 ST-70 ST-71 ST-72 ST-4 ST-66 ST-67 ST-68 ST-69 INLET ELEVATION 907.37 906.87 906.57 907.26 907.50 907.76 908.29 908.43 908.02 908.07 908.48 908.51 908.85 DRAIN TO ST-2 ST-3 FES-1 ST-2 ST-6 ST-5 ST-70 ST-71 ST-64 ST-65 ST-66 ST-67 ST-68 OUTLET ELEVATION 906.97 906.67 906.47 906.97 907.36 907.60 907.86 908.39 907.36 908.02 908.07 908.48 908.51 PIPE SIZE (IN) 12 12 15 8 8 8 8 8 8 8 8 8 8 MATERIAL PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PIPE GRADE 0.42% 0.38% 0.35% 0.49% 0.92% 1.73% 0.50% 0.50% 0.56% 0.50% 0.50% 0.50% 0.50% PIPE LENGTH (FT) 95 53 29 59 15 10 85 8 119 10 82 6 69 STORM DRAIN APRON SCHEDULE APRON NO. FES-1 APRON SIZE (IN) 15 APRON MATERIAL RC INVERT ELEVATION 906.47 PIPE NO. P-3 *TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = FORM GRADE, NOT TOP BACK OF CURB BOX ELEVATION 32009 C3-SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 3 - S I T E . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-20 - 4/10/2025 24-32009 C3-20 UTILITY PLAN 300 32009 C3-20 FARMINGTON MINNESOTA UTILITY PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. (2) 4"X45° BENDS 8.6' 4" C900 PVC FIRE SERVICE, MIN 7.5' BURY DEPTH 2" CURB STOP & BOX 2" TYPE K WATER SERVICE, MIN 7.5' BURY DEPTH 4" GATE VALVE (2) 4"X45° BEND 4"X45° BEND CONNECT TO 4" EXISTING WATER SERVICE (VERIFY SIZE, DEPTH, AND LOCATION) NOTES: ·ALL UTILITIES ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF BUILDING AND ARE TO BE CONNECTED TO BUILDING BY MECHANICAL/PLUMBING CONTRACTOR. ·ENSURE 18" VERTICAL SEPARATION BETWEEN ALL PROPOSED & EXISTING WATER, STORM, & SANITARY. ·ALL STORM SEWER PIPING WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED PER SECTION 1107.0 OF THE MINNESOTA STATE PLUMBING CODE. ·ALL STORM AND SANITARY CROSSINGS OVER OR UNDER WATER SERVICE OR WATER MAINS SHALL BE PVC, SCH 40 THAT COMPLY WITH ASTM STANDARD D1785, D2665, F891, F1488, OR F1760. ·WATER NOTES #1: ALL WATER MAIN FITTINGS SHALL BE EPOXY COATED AND FITTINGS AND VALVES SHALL BE SECURED UTILIZING STAINLESS STEEL BOLTS, OR APPROVED EQUAL, WITH THE USE OF SACRIFICIAL ZINC ANODE CAPS. ·WATER NOTE #2: TRACER WIRE MATERIALS AND INSTALLATION SHALL BE PER MRWA SPECIFICATIONS AND STANDARDS. WATER SERVICE AND SANITARY CROSSING WATER ELEV = 904.37' SANITARY ELEV = 902.57' STORM AND SANITARY CROSSING STORM ELEV = 907.75' SANITARY ELEV = 904.30' ELECTRIC AND GAS SERVICE, COORDINATE WITH UTILITY CONNECT TO EXISTING SANITARY SEWER SERVICE (C0NTRACTOR TO VERIFY SIZE DEPTH, AND LOCATION) GAS METER DRAINAGE EASEMENT CONSTRUCT WATER SERVICE TO WITHIN 5' OF BUILDING - CONTINUATION TO BUILDING BY OTHERS STORM AND SANITARY CROSSING STORM ELEV = 908.08' SANITARY ELEV = 906.57' STORM AND WATER CROSSING STORM ELEV = 908.33' WATER ELEV = 905.22' ELECTRIC METER PROPOSED ELECTRIC EASEMENT PROPOSED GAS EASEMENT 6" PERFORATED PVC SUBDRAIN DAYLIGHT PERFORATED SUBDRAIN INV. = 910.00 Pa g e 3 1 o f 1 1 9 >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> 911 911 912 911 9 1 2 91 2 910 911 912 912-2.9%6.2% 911.58 91 1 . 5 6 91 2 . 2 3 91 2 . 3 7 912.28 912.31 91 2 . 4 0 9 1 2 . 4 6 91 2 . 4 6 912.46 91 2 . 4 5 91 2 . 4 6 912.45 912.45 912.46 912.59 911.47 9 1 1 . 4 7 911.58 91 1 . 5 4 911.51 911.60 911.48 91 1 . 4 8 91 1 . 7 9 911.83 911.69 911.49911.60 911.86911.54 911 . 8 5 MA T C H 911 . 8 7 MA T C H 911.57 M A T C H 91 1 . 9 0 MAT C H 91 2 . 5 9 91 2 . 5 9 912 . 2 6 912 . 1 2 91 2 . 1 6 91 2 . 2 4 91 1 . 8 0 91 1 . 9 9 91 2 . 1 3 912.40 91 1 . 7 0 91 2 . 3 0 91 2 . 4 2 9 1 2 . 4 3 91 2 . 4 3 912.23 91 2 . 2 3 91 2 . 2 3 91 2 . 2 3 9 1 2 . 4 3 912.46 912.55 91 2 . 3 0 912.17 9 1 2 . 3 4 912.64 912.08 91 1 . 9 3 91 2 . 4 3 9 1 1 . 9 3 9 1 2 . 4 3 911.669 1 1 . 6 6 -1 . 5 % -1 . 5 % 91 1 . 3 0 HP 912 . 5 0 912.50 912.50 91 2 . 5 0 911.96 911.93 91 2 . 2 1 M A T C H 912.33 MATCH 911.76 911.73 911.81 91 1 . 6 6 911.74 911.99 911.90 912.14 MATCH 911.62 MATCH 911 . 7 9 91 1 . 7 0 91 3 . 0 6 91 1 . 2 9 9 1 2 . 5 0 -1 . 4 % -1 . 5 % - 1 . 4 % 9 1 1 . 7 1 912.24 91 1 . 7 1 -3 . 4 % - 2 . 0 % - 3 . 5 % -1. 8 % - 1 . 6 % - 1 . 0 % -1 . 5 % -3 . 0 % - 3 . 0 % -1 . 8 % -1.8% - 3 . 5 % - 2 . 0 % -3 . 6 % -0.5% -6 . 1 % -4 . 2 % -5.9 % -11.2% -5.4% -9.4% -0 . 6 % -0 . 5 % -1.5% -1.5%-1.0% -1.1% -0.0% 9 1 0 9 1 1 9 1 2 9 1 2 912 913 91 2 91 2 91 0 911 91 1 91 1 912 -1 . 5 % -1 . 4 % 912.25 91 2 . 1 2 91 2 . 0 3 912.16 91 1 . 5 9 91 2 . 4 1 91 2 . 4 5 91 2 . 4 7 91 2 . 4 7 91 2 . 4 4 912 . 4 6 912 . 4 6 910.82 91 0 . 7 7 910.81 91 2 . 5 0 90 5 90 6 90 7 90 8 90 9 5 X X X I I I I I I I I I I I I I I I I >>>>>>>>>> >> >> -2.9%6.2% 912 . 4 0 9 1 2 . 4 6 91 2 . 4 6 912.46 91 1 . 5 4 912 . 4 3 912.23 91 2 . 2 3 912.43 91 1 . 9 3 91 2 . 4 3 911.93912.43 911.66911.66 -1 . 5 % -1 . 5 % 912.50-0 . 6 % -0.0% 91 2 91 2 17.5' CURB TAPER 8' 91 2 . 0 0 911 . 9 8 91 1 . 9 3 911.93 9 1 1 . 9 3 9 1 1 . 9 3 91 1 . 5 9 91 2 . 4 1 91 2 . 4 5 912 . 4 7 32009 C4-GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 4 - G R A D E . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C4-10 - 4/10/2025 24-32009 C4-10 GRADING PLAN 300 32009 C4-10 FARMINGTON MINNESOTA GRADING PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB / TOP OF TURNDOWN WALK SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XX X . X X XXX . X X -X.X% GRADED SWALE CURB TAPER Pa g e 3 2 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement (60' Right of Way) >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW 1 0 5 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> (14) JP-J (3) TO-A (3) JP-J (12) RG-S (5) RG-S (15) CK-R (15) CK-R (5) CK-R (11) CK-R (19) CK-R (6) RG-S (5) JP-J (1) TO-A (3) QL-O (3) OV-H (10) CK-R (9) SM-S (9) SM-S (2) OV-H (6) SM-S (6) SM-S (3) QL-O EDGER 303 LF STEEL LANDSCAPE EDGING (BLACK COLOR) SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES OV-H 5 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2" CAL B & B QL-O 6 QUERCUS ROBUR X BICOLOR 'LONG' REGAL PRINCE® OAK 2" CAL B & B TO-A 4 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 2" CAL B & B SHRUBS JP-J 22 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY COMPACT PFITZER JUNIPER 3 GAL CONT RG-S 23 RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 3 GAL CONT SM-S 30 SPIRAEA JAPONICA 'WALBUMA' MAGIC CARPET JAPANESE SPIREA 3 GAL B & B GRASSES CK-R 75 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 3 GAL CONT PLANT SCHEDULE 32009 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 5 - L A N D . D W G S A V E D B Y : JE N N A . V A N B O X T E L SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-10 - 4/10/2025 24-32009 C5-10 PLANTING PLAN 300 32009 C5-10 FARMINGTON MINNESOTA PLANTING PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. LANDSCAPE EDGER (TYP) CITY LANDSCAPE REQUIREMENTS GENERAL LANDSCAPE REQUIREMENTS PARKING CONTAINING MORE THAN SIX SPACES SHALL CONTAIN ONE TREE AND THREE SHRUBS FOR EVERY FORTY FEET OF PARKING LOT PERIMETER INSTALLED AS CLOSE TO FORTY FEET AS POSSIBLE ALONG THE PARKING LOT FRONTAGE, ALLOWING FOR UTILITIES AND INTERSECTION VISIBILITY REQUIREMENTS. SHRUB PLANTINGS SHOULD BE PLANTED IN GROUPS OF THREE OR MORE AND INSTALLED TO VISUALLY BUFFER THE PARKING LOT AND ROADWAY. 430 LF OF PARKING LOT PERIMETER / 40 FEET = 11 TREES AND 33 SHRUBS LARGE CANOPY TREES SHOULD BE INSTALLED TO PROVIDE SHADE FOR PARKING SPACES. EVERGREEN TREES SHOULD BE USED TO SCREEN PARKING LOTS AND INTERIOR ROADWAYS. VISUAL BUFFERS SHALL BE A MAXIMUM OF THREE FEET IN HEIGHT AT MATURITY. PARKING SPACES CONTAINING MORE THAN TWENTY SPACES SHOULD CONTAIN ONE TREE AND THREE SHRUBS PER EVERY TWENTY PARKING SPACES 41 PARKING SPACES = 2 TREES AND 6 SHRUBS EACH INTERIOR ISLAND AND END ISLAND SHALL HAVE AT LEAST ONE CANOPY TREE THAT DOES NOT IMPEDE VEHICULAR VISIBILITY. A MINIMUM OF SEVENTY PERCENT OF EVERY INTERIOR PLANTING ISLAND SHALL BE PLANTED WITH LIVE PLANT MATERIAL, SUCH AS TREES, SHRUBS, GROUNDCOVER, OR TURF GRASS. THE REMAINING OF THE INTERIOR ISLAND SHALL BE COVERED WITH ORGANIC MULCH. LOT FRONTAGE TREES SHALL BE INSTALLED IN FRONT YARD AT A MINIMUM SPACING OF ONE TREE FOR EVERY FORTY FEET OF LOT FRONTAGE OR ONE TREE PER LOT IF FORTY FEET IS NOT FEASIBLE. LOT TREES SHALL BE EIGHT FEET FROM THE PROPERTY LINE AND SHALL BE INSTALLED IN A PARALLEL LINE TO THE FRONT LOT LINE. MINIMUM SIZE: AT TIME OF PLANTING EVERGREEN TREES: SIX FEET IN HEIGHT, EXCEPT FOR TRUE DWARF VARIETIES GROUND COVER PLANTS: CROWNS, PLUGS, CONTAINER - IN A NUMBER AS APPROPRIATE BY SPECIES TO PROVIDE SEVENTY FIVE TO ONE HUNDRED PERCENT SURFACE COVERAGE AFTER TWO GROWING SEASONS MEDIUM AND LARGE DECIDUOUS SHADE TREES: TWO INCH CALIPER SHRUBS (DECIDUOUS AND EVERGREEN, INCLUDING SPREADER AND GLOBE TREE FORMS): TWELVE TO EIGHTEEN INCHES IN HEIGHT SMALL DECIDUOUS OR ORNAMENTAL TREES: MINIMUM CALIPER OF ONE AND ONE-HALF INCHES TURF AND NATIVE GRASSES: SEEDING AS APPROPRIATE TO PROVIDE COMPLETE COVERAGE WITHIN THE FIRST GROWING SEASON Pa g e 3 3 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement (60' Right of Way) >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW 1 0 5 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> SYMBOL CODE QTY BOTANICAL / COMMON NAME GROUND COVERS X25-131 17,180 SF LOW MAINTENANCE TURF MNDOT 25-131 MULCH 2,696 SF MULCH SHREDDED HARDWOOD MULCH PLANT SCHEDULE EDGER 303 LF STEEL LANDSCAPE EDGING (BLACK COLOR) 32009 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 5 - L A N D . D W G S A V E D B Y : JE N N A . V A N B O X T E L SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-11 - 4/10/2025 24-32009 C5-11 RESTORATION PLAN 300 32009 C5-11 FARMINGTON MINNESOTA RESTORATION PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. LANDSCAPE EDGER (TYP) Pa g e 3 4 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X >>>>>>>>>>>>>>>>>> > > >I I I I I I I I I I I I I I I I I I I I I I UE UE UE UE UE UE UE UE UE UE UE >>>>>>>>>>>>>>>>>>>>>> >> >> >> I KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement (60' Right of Way) >> >> >>>>>>>> >> >> W W W W W W W W W W W W W W W WWW W W WWW 1 0 5 90 5 91 0 90 4 90 6 90 7 90 8 90 9 91 1 91 1 911 912 91 0 911 912 912 912 912 911 912 912 912 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE GGGGGGGGGGGGGGGGGG 911 91 2 912 912 912 912 905 910 903 904 906 907 908 909 911 911 912912 912 912 I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> >>>>>>>>>> >> >> >> G G G G G G G UE UE UE UE UE UE > > > > > > > > >> >> >> >>>>>> >> >> >> (14) JP-J (3) TO-A (3) JP-J (12) RG-S (5) RG-S (15) CK-R (15) CK-R (5) CK-R (11) CK-R (19) CK-R (6) RG-S (5) JP-J (1) TO-A (3) QL-O (3) OV-H (10) CK-R (9) SM-S (9) SM-S (2) OV-H (6) SM-S (6) SM-S (3) QL-O 32009 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 5 - L A N D . D W G S A V E D B Y : JE N N A . V A N B O X T E L SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-20 - 4/10/2025 24-32009 C5-20 IRRIGATION PLAN 300 32009 C5-20 FARMINGTON MINNESOTA IRRIGATION PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. IRRIGATION LEGEND SYMBOL DESCRIPTION APPROXIMATE LIMITS OF DRIP IRRIGATION APPROXIMATE LIMITS OF TURF ROTOR IRRIGATION RPZ LOCATION QUICK CONNECT SLEEVING (SIZE TBD BY IRRIGATION CONTRACTOR) 1.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR UTILITIES. DAMAGE DONE TO UTILITIES, STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 2.IRRIGATION CONTRACTOR TO FIELD ADJUST SPRAYHEAD LOCATIONS SO AS TO AVOID CONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES. 3.INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE AND LATERALS ARE LOCATED. 4.INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM. 5.THE CONTRACTOR SHALL PLACE A #12 SOLID COPPER TRACE WIRE WITH PURPLE PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. 6.THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS. 7.INSTALL A BACKFLOW PREVENTER AND ENCLOSURE AT THE POINT OF CONNECTION AND INSTALL PER MANUFACTURER SPECIFICATIONS. REFER TO MECHANICAL SHEETS FOR IRRIGATION CONNECTION TO WATER MAIN. COORDINATE WITH LOCAL CITY ORDINANCES TO ENSURE THE POINT OF CONNECTION MEETS ALL CODES. 8.CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SUBMIT IRRIGATION PLAN AT A SCALE OF 1 INCH EQUALS 30 FEET OR GREATER INDICATING POINT OF CONNECTION, BACKFLOW PREVENTER, LAYOUT / LOCATIONS OF SPRAYHEADS, VALVES, MAINLINE, ISOLATION VALVES, FLOW SENSORS, RAIN / FREEZE SENSOR, PIPE SIZING, AND CONTROLLER LOCATIONS. 9.SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR, QUICK COUPLERS, AND CONTROL VALVES FROM ONE MANUFACTURER. CONTRACTOR TO VERIFY 110V UNINTERRUPTED ELECTRICAL SERVICE FOR THE CONTROLLER. CONTRACTOR TO INSTALL CONTROLLER PER MANUFACTURER'S SPECIFICATIONS. 10.INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACK FROM PAVEMENT EDGES AS INDICATED ON THE PLANS. 11.PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALL DAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER'S REPRESENTATIVE. IRRIGATION NOTES Pa g e 3 5 o f 1 1 9 32009 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 5 - L A N D . D W G S A V E D B Y : JE N N A . V A N B O X T E L SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-30 - 4/10/2025 24-32009 C5-30 PLANTING NOTES AND DETAILS 300 32009 C5-30 FARMINGTON MINNESOTA PLANTING NOTES AND DETAILS PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. DECIDUOUS TREE PLANTING NTS PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90° FINISH GRADE STAKING DIAGRAM DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER TREES 8'+TREES 6'-8' SET ROOT FLARE 3" ABOVE FINISH GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF ROCK MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN HARDWOOD STAKES 2"x2"x8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT 1 1/2" WIDE NYLON STRAPPING AROUND TRUNK - GREEN OR BROWN COLOR CUT AND REMOVE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED 90° ROOTBALL DIA 2X ROOTBALL DIA SHRUB PLANTING NTS ROOTBALL DIA 2X CONTAINER DIA 2X ROOTBALL DIA CONTAINER DIA EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL OR CONTAINER MINUS 3" AND A MIN TWICE THE DIAMETER OF THE ROOTBALL OR CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB. 3" LAYER OF ROCK MULCH BACKFILL PLANTING PIT WITH NATIVE SOIL. EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL SHRUBS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS 3" ABOVE FINISH GRADE CUT AND REMOVE, AT A MINIMUM, THE TOP HALF OF WIRE BASKETS, BURLAP, AND TWINE, AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED AT 90°. SCARIFY ROOTS FOR ALL CONTAINER PLANTS 5 GALLON OR SMALLER LANDSCAPE EDGING NTS UNDISTURBED SUBGRADE LANDSCAPE EDGING ROCK MULCH AMENDED SOIL FINISH GRADE @ LAWN 1/ 2 " LANDSCAPE EDGING: 3/16"x5" WITH 3/16"x1'-5" LENGTH STAKES @ 2'-6" OC MATERIAL: STEEL FINISH:BLACK PAINT 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. 5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1. 10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. 12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø) AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCH APPLICATION. 14.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON DRAWINGS. 15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. 17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES. PLANTING NOTES Pa g e 3 6 o f 1 1 9 PROPOSED BUILDING 10,081 SQ. FT. FFE = 912.50 5 9 5 11 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 23189 1/2" IP RLS 17256 KNUTSEN DRIVE Drainage and Utility Easement1 0 5 Drainage and Utility Easement {CLOUGH PROPERTIES TWO, LLC} (60' Right of Way) 1/2" IP RLS 23189 W W W W W W W W W W W W W W W WWW W W WWW N0 0 ° 1 5 ' 5 5 " E 1 4 0 . 0 6 N0 5 ° 1 1 ' 4 0 " E 28 . 0 5 N0 0 ° 0 0 ' 0 6 " W 1 0 3 . 9 9 N09°07'40"W 24.25 N00°47'30"W 25.16 S68°3 9 ' 1 2 " W 43.04 S87°40'20"W 94.36 S51 ° 0 3 ' 4 8 " W 35.2 4 S1 6 ° 3 7 ' 3 7 " W 1 7 8 . 3 8 S0 0 ° 0 0 ' 0 0 " E 1 0 8 . 5 2 N90°00'00"E 213.83 {ALDI INC.} {CITY OF FARMINGTON} 1 0 5 2 0 20' Building Setback Line NW CORNER LOT 2, BLOCK 3 POB NORTH LINE LOT 2, BLOCK 3 EASTERLY LINE LOT 2, BLOCK 3 SOUTHERLY LINE LOT 2, BLOCK 3 WESTERLY LINE LOT 2, BLOCK 3 I I I I I I I I I I I I I I I I I I I I G G G G G G G UE UE UE UE UE UE > > > > > > > > 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 3 0. 3 0. 3 0. 3 0. 3 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 3 0. 4 0. 5 0. 6 0. 7 0. 8 0. 8 0. 7 0. 5 0. 4 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 6 0. 7 1. 0 1. 3 1. 5 1. 6 1. 5 1. 3 1. 0 0. 8 0. 6 0. 4 0. 2 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 7 1. 0 1. 5 1. 8 1. 9 2. 0 1. 9 1. 8 1. 5 1. 1 0. 7 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 4 0. 7 1. 1 1. 7 2. 0 2. 0 1. 9 2. 0 2. 0 1. 8 1. 2 0. 7 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 7 1. 1 1. 7 2. 2 2. 6 2. 4 2. 6 2. 3 1. 7 1. 1 0. 7 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 7 1. 2 1. 7 2. 4 2. 7 2. 5 2. 7 2. 5 1. 7 1. 2 0. 7 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 7 1. 2 1. 6 2. 4 2. 7 2. 5 2. 7 2. 4 1. 7 1. 2 0. 7 0. 5 0. 3 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 7 1. 1 1. 7 2. 1 2. 5 2. 3 2. 4 2. 2 1. 8 1. 2 0. 7 0. 5 0. 3 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 8 1. 2 1. 8 2. 0 1. 9 2. 0 1. 9 1. 9 1. 8 1. 2 0. 7 0. 5 0. 3 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 8 1. 1 1. 5 1. 9 2. 2 2. 3 2. 2 1. 9 1. 6 1. 1 0. 8 0. 5 0. 4 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 8 0. 9 1. 1 1. 4 1. 7 1. 7 1. 7 1. 5 1. 1 0. 9 0. 7 0. 6 0. 4 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 7 0. 8 1. 0 1. 3 1. 5 1. 5 1. 5 1. 3 1. 0 0. 8 0. 7 0. 5 0. 4 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 8 1. 0 1. 3 1. 6 2. 0 2. 1 2. 0 1. 7 1. 3 1. 0 0. 8 0. 6 0. 4 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 8 1. 1 1. 6 1. 9 2. 0 2. 0 2. 0 1. 9 1. 7 1. 2 0. 8 0. 5 0. 4 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 7 1. 1 1. 8 2. 1 2. 1 2. 0 2. 1 2. 1 1. 8 1. 2 0. 7 0. 5 0. 3 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 7 1. 1 1. 6 2. 2 2. 6 2. 4 2. 6 2. 3 1. 7 1. 2 0. 7 0. 5 0. 3 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 6 0. 8 1. 7 2. 5 2. 7 2. 5 2. 7 2. 5 1. 8 0. 8 0. 6 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 7 1. 1 1. 6 2. 3 2. 7 2. 5 2. 6 2. 4 1. 7 1. 2 0. 7 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 4 0. 6 1. 1 1. 7 2. 1 2. 3 2. 1 2. 3 2. 2 1. 8 1. 2 0. 7 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 7 1. 1 1. 7 1. 8 1. 8 1. 8 1. 8 1. 8 1. 7 1. 2 0. 7 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 6 0. 9 1. 3 1. 6 1. 9 2. 1 2. 0 1. 7 1. 3 1. 0 0. 7 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 6 0. 7 0. 9 1. 1 1. 2 1. 1 1. 0 0. 7 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 4 0. 4 0. 5 0. 5 0. 5 0. 5 0. 4 0. 3 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 f c 0. 5 f c 0. 5 f c 1 f c 1 f c 1 f c 0. 2 5 f c 0. 2 5 f c 0. 2 5 f c 32009 C3-SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 2 0 0 0 P R O J \ 3 2 0 0 0 - 3 2 0 9 9 \ 3 2 0 0 9 C H I L D C A R E F A C I L I T Y - F A R M I N G T O N M N \ 3 2 0 0 9 P R O D U C T I O N F I L E S \ 3 2 0 0 9 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 2 0 0 9 C 3 - S I T E . D W G S A V E D B Y : PA R K E R . H A M A N N SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C6-10 - 4/10/2025 24-32009 C6-10 SITE PHOTOMETRICS PLAN 300 32009 C6-10 FARMINGTON MINNESOTA SITE PHOTOMETRICS PLAN 0 SCALE IN FEET 20 40 PSH PSH ARA PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I NEW CHILDCARE FACILITY CITY OF FARMINGTON THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED RYAN ANDERSON 55938 FARMINGTON, MN (4640 KNUTSEN) L.L.C. Pa g e 3 7 o f 1 1 9 36 " x 2 4 " ELEC TELCO M A FACP B TIMECLOCK VESTIBULE LOBBY D W WARMING PANTRY LAUNDRY OFFICE CL O S E T STAFF CL. CHILD TOILET CHILD TOILET CHILD TOILET RISER ROOM PLAY SPACE CLOSET ADULT TOILET CHILD TOILET CHILD TOILET CLOSET plumbing for future adult toilet L/A 4 CHILDREN (140 SF REQ'D.) 142 SF ACTUAL CHILD TOILET CHILD TOILET CHILD TOILET CHILD TOILET CHILD TOILET INFANT 1 8 CHILDREN (400 SF REQ'D.) 434 SF ACTUAL INFANT 2 8 CHILDREN (400 SF REQ'D.) 432 SF ACTUAL INFANT 3 8 CHILDREN (400 SF REQ'D.) 428 SF ACTUAL PRESCHOOL 1 21 CHILDREN (735 SF REQ'D.) 702 SF ACTUAL TODDLER 2 12 CHILDREN (420 SF REQ'D.) 443 SF ACTUAL DISCOVERY PRESCHOOL 2 14 CHILDREN (490 SF REQ'D.) 493 SF ACTUAL DISCOVERY PRESCHOOL 1 14 CHILDREN (490 SF REQ'D.) 499 SF ACTUAL TODDLER 1 12 CHILDREN (420 SF REQ'D.) 441 SF ACTUAL TODDLER 3 12 CHILDREN (420 SF REQ'D.) 440 SF ACTUAL PRESCHOOL 2 12 CHILDREN (420 SF REQ'D.) 425 SF ACTUAL PRE-K 1 12 CHILDREN (420 SF REQ'D.) 427 SF ACTUAL INDOOR PLAY SPACE 493 SF ACTUAL PRE-K 2 14 CHILDREN (490 SF REQ'D.) 492 SF ACTUAL CASEWORK AND EQUIPMENT PLAN FP-1.0 4640 K N U T S E N D R FA R M I N G T O N , M N 5 5 0 2 4 JOB NO. DATE 24142 03/24/2025 SHEET NO. # DA T E TY P E 1 2 3 4 5 6 7 8 9 REVISIONS 17 7 1 0 D e t r o i t A v e n u e L a k e w o o d , O h i o 4 4 1 0 7 Ph o n e ( 2 1 6 ) 5 2 1 - 5 1 3 4 F a x ( 2 1 6 ) 5 2 1 - 4 8 2 4 ww w . a d a a r c h i t e c t s . c o m TH E S E D O C U M E N T S C O N T A I N I N F O R M A T I O N P R O P R I E T A R Y T O A D A A R C H I T E C T S , P . C . UN A U T H O R I Z E D U S E O F T H E S E D O C U M E N T S I S E X P R E S S L Y P R O H I B I T E D U N L E S S A G R E E D U P O N I N W R I T I N G . 10 AD A A R C H I T E C T S , P . C . 1 OF 2 FIT PLAN SCALE: 1/8"=1'-0" NORTH NPa g e 3 8 o f 1 1 9 46 4 0 K N U T S E N D R BUILDING SIGNAGE BUILDING SIGNAGE BUILDING SIGNAGE Pa g e 3 9 o f 1 1 9 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Final Plats - Vita Attiva at South Creek Fourth and Fifth Additions Meeting: Planning Commission - May 13 2025 INTRODUCTION: CC Vita Attiva, LLC has submitted applications for review of the final plats for Vita Attiva at South Creek Fourth and Fifth Additions. The Vita Attiva development is located south of County Road 50 and to the southwest of the Vermillion River Crossings development (see attached location map). DISCUSSION: Vita Attiva at South Creek Fourth Addition The Fourth Addition final plat consists of the platting of Outlot A, Vitta Attiva at South Creek Third Addition, Outlots C and H, Vita Attiva at South Creek First Addition, and part of Tract B Registered Land Survey No. 66 into the remaining 54 single family lots of the development along with right-of- way for Pilot Knob Road and Spruce Street. The Fourth Addition is located directly west of the Third Addition which was final platted in 2022. The plat contains 17.5 acres and has a net density of 3.9 dwelling units per acre and is zoned R-2 (Low/Medium Density Residential). Lot sizes vary within the final plat from 5,367 square feet up to 21,693 square feet with an average lot size of 8,600 square feet. The Fourth Addition final plat also contains 1 outlot, labeled as Outlot A. Outlot A will be utilized for storm water ponding and will be deeded to the City with this plat. Transportation With the Fourth Addition, 216th Street W and 217th Street W will both be extended to the west and will connect into Ellsworth Way which cul-de-sacs toward the southern end of the development. Eclipse Street will be constructed from 216th Street W to Spruce Street. The rights-of-way for Eclipse Street, Ellsworth Way, 216th Street W and 217 Street W are shown as 60 feet in width with roadway widths of 34.92 feet. Pilot Knob Road will also be extended south with the Fourth Addition to provide a necessary secondary access for the development. Pilot Knob Road will extend to approximately the mid point of Lot 10, Block 4. The extension of Pilot Knob Road will also require the relocation and replacement of the stop lights at the intersection of CSAH 50. In addition, Spruce Street will be Page 40 of 119 constructed from Pilot Knob Road to Eclipse Street. Five foot wide sidewalks will be provided as follows:  North side of 217th Street W  South side of 216th Street W  East side of Ellsworth Way  East side of Eclipse Street  North side of Spruce Street A ten foot wide bituminous trail will be provided on the east side of Pilot Knob Road extending from CSAH 50 to the proposed terminus of the road. Vita Attiva at South Creek Fifth Addition The Fifth Addition final plat consists of the platting of Outlot B, Vita Attiva at South Creek Third Addition into 16 townhome lots (for 4 townhome buildings) and two remnant lots. The plat contains 2.23 acres (net density of 7.17 dwelling units per acre) and is zoned R-3 (Medium Density Residential). Townhomes are a permitted use within the R-3 zone. The remnant lots (Lot 9, Block 1 and Lot 9, Block 2) consist of common areas and driveways for the townhome tenants and will be owned by the Home Owners Association. Transportation The plat contains right-of-way for Eckert Way which will bi-sect the plat north to south, connecting 216th Street W to 217th Street W. The right-of-way and roadway widths for Eckert Way are 60 feet and 34.92 feet, respectively. Five foot wide sidewalk will be provided on the west side of Eckert Way. This sidewalk will connect into existing sidewalks within 216th and 217th Streets. Engineering Review The Engineering Department has reviewed the final plats for Vita Attiva at South Creek Fourth and Fifth Additions and recommend approval of both upon satisfaction of all comments related to the construction into entering applicant the as well as streets and utilities, grading, for plans Development Contracts with the city and all security fees and costs paid. BUDGET IMPACT: Not applicable ACTION REQUESTED: By separate motion, recommend approval of the following actions:  Approval of the Vita Attiva at South Creek Fourth Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the construction plans for grading, utilities, and streets. 2. A Development Contract between the applicant and the City of Farmington shall be executed Page 41 of 119 and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required.  Approval of the Vita Attiva at South Creek Fifth Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the construction plans for grading, utilities, and streets. 2. A Development Contract between the applicant and the City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required. ATTACHMENTS: Vita Attiva Location Map VITA ATTIVA AT SOUTH CREEK FOURTH FINAL SET VITA ATTIVA AT SOUTH CREEK 4TH CIVIL SET REV 1 VITA ATTIVA AT SOUTH CREEK 5TH FINAL PLAT VITA ATTIVA 5TH CIVIL SET Page 42 of 119 Page 43 of 119 KNOW ALL PERSONS BY THESE PRESENTS: That CC Vita Attiva, LLC, a Delaware Limited Liability Company, owner of the following described property situated in the County of Dakota, State of Minnesota to wit: Outlot C, VITA ATTIVA AT SOUTH CREEK FIRST ADDITION, according to the recorded plat thereof, The West 85.00 feet of Outlot H, VITA ATTIVA AT SOUTH CREEK FIRST ADDITION, according to the recorded plat thereof, Outlot A, VITA ATTIVA AT SOUTH CREEK THIRD ADDITION, according to the recorded plat thereof, That part of Tract B, REGISTERED LAND SURVEY NUMBER 66, Dakota County, Minnesota described as follows: Commencing at the Southeast corner of the Northeast Quarter of Section 35, Township 114, Range 20; thence North 00 degrees 38 minutes 44 seconds East (assumed bearing) along the East line of said Northeast Quarter, a distance of 152.01 feet to the point of beginning; thence North 13 degrees 42 minutes 28 seconds West a distance of 519.65 feet; thence Northerly on a tangential curve, concave to the East, with a radius of 450.00 feet, arc length of 112.73 feet and an interior angle of 14 degrees 21 minutes 11 seconds; thence North 00 degrees 38 minutes 44 seconds East a distance of 401.01 feet; thence North 89 degrees 55 minutes 47 seconds East a distance of 142.88 feet; thence South 00 degrees 38 minutes 44 seconds West a distance of 1017.78 feet to the point of beginning and there terminating. Has caused the same to be surveyed and platted as VITA ATTIVA AT SOUTH CREEK FOURTH ADDITION and does hereby dedicate to the public, for public use, the public ways and also dedicates the drainage and utility easements as shown on this plat. In witness whereof said CC Vita Attiva, LLC, a Delaware Limited Liability Company has caused these present to be signed by its proper officer this __________ day of ________________________, 20 _______. By: VAD EQMBR I LLC, a Minnesota Limited Liability Company Manager By: _____________________________________ Paul D, Whiteman, President / Manager STATE OF MINNESOTA COUNTY OF____________________ The foregoing instrument was acknowledged before me this ________ day of ________________________, 20 ________ by Paul D. Whiteman, President of VAD EQMBR I LLC, a Minnesota Limited Liability Company, the Manager of CC Vita Attiva, LLC, a Delaware Limited Liability Company, on behalf of the limited liability company. Signed _____________________________________________ Printed _____________________________________________ Notary Public, _______________ County, Minnesota My Commission Expires _______________________ I, Russell P. Damlo, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ________ day of ____________________, 20 ____. ____________________________________ Russell P. Damlo, Land Surveyor Minnesota License No. 19086 STATE OF MINNESOTA COUNTY OF____________________ The foregoing instrument was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086. ____________________________________________ Signed ____________________________________________ Printed Notary Public, ________________ County, Minnesota My Commission Expires ________________________ PLANNING COMMISION, CITY OF FARMINGTON, MINNESOTA Approved by the planning Commission of the City of Farmington, Minnesota on this ________ day of __________________, 20 ________. __________________________________________ Chair CITY COUNCIL, CITY OF FARMINGTON, MINNESOTA This plat was approved by the City Council of the City of Farmington, Minnesota this ____________ day of _____________________, 20 _________, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. __________________________________________ Mayor COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of ____________________, 20 ______. _______________________________________ Todd B. Tollefson Dakota County Surveyor DAKOTA COUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the _____________ day of ______________________, 20 ______ the Board of Commissioners of Dakota County, Minnesota approved this plat of VITA ATTIVA AT SOUTH CREEK FOURTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes Chapter 505.03, Subd. 2., and pursuant to the Dakota County Contiguous Plat Ordinance. ____________________________ _____________________________________ Attest Chair, County Board County Treasurer - Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 _______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered on this ________ day of ______________________, 20 _____. _____________________________________ Amy A. Koethe Director Department of Property Taxation and Records COUNTY REGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of VITA ATTIVA AT SOUTH CREEK FOURTH ADDITION was filed in the office of the Registrar of Titles for public record on this _______ day of ____________________, 20 _____, at _____ o'clock _____. M., and was duly filed in Book _________________________ of Plats, Page _______________________, as Document Number _________________________. ___________________________________________ Amy A. Koethe Registrar of Titles COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of VITA ATTIVA AT SOUTH CREEK FOURTH ADDITION was filed in the office of the County Recorder for public record on this _______ day of ____________________, 20 _____, at _____ o'clock _____. M., and was duly filed in Book _________________________ of Plats, Page _______________________, as Document Number _________________________. ___________________________________________ Amy A. Koethe County Recorder Pa g e 4 4 o f 1 1 9 INSET A N8 9 ° 5 5 ' 4 7 " E 14 2 . 8 8 S00°38'44"W 1017.78 N00°38'44"E 401.01 Δ =1 4 °2 1 '11 " R =4 5 0 .0 0 112 .7 3 N13°42'2 8 " W 5 1 9 . 6 5 N8 9 ° 5 0 ' 1 4 " E 6 9 1 . 0 6 S00°38'44"W 1010.28 N00°38'44"E 1009.43 60 . 0 0 N8 9 ° 2 1 ' 1 6 " W N 6 7 ° 5 5 ' 0 4 " E 4 4 3 . 2 7 S00°09'46"E 167.71 N8 9 ° 5 0 ' 1 4 " E 2 8 4 . 0 0 S00°09'46"E 188.0013 . 0 0 N8 9 ° 5 0 ' 1 4 " E S00°09'46"E 128.00 42 . 0 0 N8 9 ° 5 0 ' 1 4 " E S00°09'46"E 188.0012 . 0 8 N8 9 ° 5 0 ' 1 4 " E S00°09'46"E 173.00 SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 114, RANGE 20 6 0 . 0 1 6 3 1 . 0 5 S0 0 ° 0 9 ' 4 6 " E 70 . 0 0 S0 0 ° 0 9 ' 4 6 " E 70 . 0 0 S8 9 ° 5 0 ' 1 4 " W 85 . 0 0 N0°38'44"E 152.01 EAST LINE OF THE NE 1/4 OF SEC 35 70 ROADWAY EASEMENT PER DOC. NO. 851379 SP R U C E ST R E E T KNOBPILOT ROAD PILOT KNOB ROAD 15 TRAIL, D&U EASEMENT PER DOC. NO. 3499461 N89°50'14"E 32.00 15 19 15 16 17 10 18 11 12 13 14 5 4 3 2 9 1 8 7 6 3 2 1 6 5 4 9 8 7 OU T L O T A 1 2 8 15 714 613 5 12 4 11 3 10 9 16 24 17 25 18 19 20 21 22 23 4 2 3 1 ELLSWORTH WAY 21 7 T H S T R E E T W E S T 21 6 T H S T R E E T W E S T ECLIPSE STREET I N S E T S E E 3 O F 3 S H E E T S DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 19086, UNLESS OTHERWISE SHOWN. THE EAST LINE OF THE NE 1/4 OF SEC 35, TWP 114, RGE 20 HAS AN ASSUMED BEARING OF N0 38' 44" E. NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 19086. VICINITY MAP 36 217TH ST. W. 216TH ST. W. EA T O N AV E N U E C.S.A.H. 50 Pa g e 4 5 o f 1 1 9 19151617101811121314 5 4 3 29 1876 3 2 1654987 OUTLOT A 1 2 8 15 7 14 6 13 5 12 4 11 3 10 9 1 16 2417 25181920212223 4 2 3 1 70.00 55.00 55.00 50.00 50.00 50.00 50.00 42.00 42.00 40.62 55.00 55.00 50.00 50.00 50.00 50.00 42.00 42.00 65.0050.0050.0050.0050.0050.0050.0050.00148.6467.42 57.00 13 3 . 0 3 10 1 . 1 7 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 55 . 0 1 55 . 0 1 86 . 9 0 20 3 . 9 6 25 . 1 7 218.8 5 119.0 3 105.3 9 31 . 1 3 13 6 . 5 8 N67°5 5 ' 0 4 " E 4 4 3 . 2 7 S0 0 ° 0 9 ' 4 6 " E 1 6 7 . 7 1 N89°50'14"E 284.00 S0 0 ° 0 9 ' 4 6 " E 1 8 8 . 0 0 S0 0 ° 3 8 ' 4 4 " W 1 0 1 0 . 2 8 N89°50'14"E 631.05 S0 0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 12.08 N89°50'14"E S0 0 ° 0 9 ' 4 6 " E 1 8 8 . 0 0 42.00 N89°50'14"E S0 0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 13.00 N89°50'14"E 52 . 7 6 55 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 50 . 0 0 65.00 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 55.00 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 42.00 50.00 50.00 50.00 50.00 50.00 50.00 65.00 17 3 . 0 0 17 3 . 0 0 S89°50'14"W 509.00 S0 ° 0 9 ' 4 6 " E 4 4 8 . 9 3 N89°50'14"E 494.00 Δ=9 0 °0 0 '0 0 " R=4 0 .0 0 62 .8 3 C. BRG.=S 6 3 °3 6 '0 5 "W CH.=115.4 1 Δ =148°11'1 9 "R =6 0 .0 0 155.1 8 Δ=30°32'5 5 " 31.99 Δ = 3 4 ° 5 4 ' 5 5 " 3 6 . 5 6 Δ = 3 4 ° 5 4 ' 5 5 " 3 6 . 5 6 Δ= 4 7 ° 4 8 ' 3 5 " 50 . 0 7 10.16 65.00 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 65.00 51.50 51.50 51.50 51.50 51.50 51.50 51.50 51.50 N89°50'14"E 165.99 N89°50'14"E 165.22 N89°50'14"E 164.51 N89°50'14"E 163.81 N89°50'14"E 163.10 N89°50'14"E 162.39 N89°50'14"E 161.69 N89°50'14"E 160.98 N89°50'14"E 160.28 S69 ° 5 6 ' 4 0 " E 1 7 2 . 1 9 S 3 5 ° 0 1 ' 4 5 " E 1 9 9 . 9 2 S0 ° 0 9 ' 4 6 " E 1 5 3 . 2 6 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 1 7 3 . 0 0 S0 ° 0 9 ' 4 6 " E 2 0 3 . 0 0 N89°50'14"E 165.46 N75°03'3 7 " E 1 6 6 . 6 6 N40 ° 0 8 ' 4 2 " E 2 8 3 . 2 5 N5 ° 1 3 ' 4 8 " E 1 4 6 . 1 4 N 2 9 ° 4 1 ' 0 7 " W 1 2 4 . 7 8 N6 4 ° 3 6 ' 0 2 " W 1 4 9 . 3 1 N89°50'14"E 150.62 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 N0 ° 0 9 ' 4 6 " W 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 1 8 . 0 0 S0 ° 0 9 ' 4 6 " E 1 2 8 . 0 0 Δ = 2 9 3 ° 0 0'46"R=6 0 .0 0 3 0 6 .8 4 S 3 4 ° 1 3 ' 1 0 " E 3 7 . 8 1 5. 5 6 57.00 Δ=43°46'15" 45.84 Δ=76° 0 0 ' 1 7 ' ' 7 9. 6 0 Δ=34 ° 5 4 ' 5 5 " 36.5 6 Δ= 3 4 ° 5 4 ' 5 5 " 36 . 5 6 Δ = 3 4 ° 5 4 ' 5 5 " 3 6 . 5 6 Δ = 3 4 ° 5 4 ' 5 5 " 3 6 . 5 6 Δ= 2 ° 2 8 ' 4 0 " 2. 5 9 Δ= 3 1 ° 0 5 ' 5 4 " 32 . 5 7 EL L S W O R T H W A Y 217TH STREET WEST 216TH STREET WEST EC L I P S E S T R E E T 10 10 1010 10 10 10 10 35 Δ = 9 0 ° 0 0 ' 0 0 " 1 5 . 7 1 12 8 . 0 0 30 . 0 0 30 . 0 0 30.0030.00 30 . 0 0 30 . 0 0 11 4 . 9 1 116.0 3 15 15 15 15 15 . 0 0 46.7 2 7 3 . 8 0 47 . 0 0 S89°50'14"W 85.73 S 5 6 ° 3 8 ' 4 1 " W 2 4 . 7 6 S50 ° 0 7 ' 2 0 " W 56.5 0 S2 4 ° 3 4 ' 0 1 " W 57 . 8 1 S1 9 ° 2 6 ' 0 2 " W 90 . 2 4 14 . 0 6 N 1 0 ° 0 2 ' 2 0 " W 8 0 . 4 2 N 2 1 ° 0 2 ' 1 6 " W 1 2 8 . 4 2 N 2 2 ° 0 4 ' 5 6 " W 7 9 . 2 0 TR A I L , D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R D O C . N O . 3 4 9 9 4 6 1 30 30 30 30 30 30 3030 17 2 . 9 3 27 6 . 0 0 N 5 8 ° 4 1 ' 2 8 " W 60 . 0 0 3030 30 30 N8 ° 1 7 ' 4 6 " E 60 . 0 0 434.08 74.92 47 47 47 47 47 47 15 15 15 15 15 15 15 15 15 120 . 1 4 3 0 . 0 7 D R A I N A G E A N D U T I L I T Y E A S E M E N T DRAINAGE AND UTILITY EASEMENT 47 47 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 19086, UNLESS OTHERWISE SHOWN. ARE SHOWN THUS THE EAST LINE OF THE NE 1/4 OF SEC 35, TWP 114, RGE 20 HAS AN ASSUMED BEARING OF N0 38' 44" E. 5 5 10 10 NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 19086. Pa g e 4 6 o f 1 1 9 C.S.A.H. 50 (212TH STREET WEST) EA T O N A V E N U E 216TH STREET WEST 217TH STREET WEST SPURCE STREETPI L O T K N O B R O A D PI L O T K N O B R O A D BM #2 BM #1EL L S W O R T H W A Y EC L I P S E S T . EA T O N A V E N U E EC K E R T W A Y DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. COVER SHEET FARMINGTON MINNESOTA 1.0 1 JM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NO.DATE REVISION SHEETS 1 4/17/2025 REVISED PER CITY COMMENTS ALL PLAN SHEET INDEX COVER SHEET 1.0 UTILITY LAYOUT 2.0 UTILITY NOTES 3.0 SANITARY SEWER/ WATERMAIN 4.0 216TH STREET WEST 4.1 ELLSWORTH WAY 4.2 217TH STREET WEST 4.3 ECLIPSE STREET 4.4 SPRUCE STREET 4.5-4.6 PILOT KNOB ROAD STORM SEWER 5.0 216TH STREET WEST 5.1 ELLSWORTH WAY 5.2 ECLIPSE STREET 5.3 SPRUCE STREET 5.4 PILOT KNOB ROAD 5.5 217TH ST. W. / REAR YARD BLOCK 2 STREET PLANS 6.0 ELLSWORTH WAY/216TH ST WEST 6.1 217TH STREET WEST 6.2 ECLIPSE ST./ SPRUCE ST. 6.3 PILOT KNOB ROAD 6.4 PILOT KNOB ROAD 6.5-6.6 PILOT KNOB ROAD TURNING RADIUS EXHIBIT GRADING PLAN 7.0-7.2 DETAILS 8.0-8.8 EROSION CONTROL/SEEDING PLAN 9.0-9.2 EXISTING CONDITIONS 10.0 SIGNAGE & LIGHTING PLAN 11.0 SWPPP 12.0-12.1 LANDSCAPE PLAN 13.0 CONSTRUCTION PLANS FOR: GRADING, SANITARY SEWER, WATER MAIN, STORM SEWER, STREETS AND DETAILS. FOR: VITA ATTIVA AT SOUTH CREEK FOURTH ADDITION BENCHMARKS: #1:TNH = 920.11 #2:TNH = 921.56 DRAFT G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H C O V E R S H E E T . d w g , 4 / 1 6 / 2 0 2 5 2 : 4 2 : 4 7 P M Pa g e 4 7 o f 1 1 9 1 4 2 3 1252423222120191718 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 216TH STREET W. EL L S W O R T H W A Y EC L I S P E S T R E E T 217TH STREET W. MH-2 MH-1 MH-6 MH-5MH-4 EX MH EX MH EX MH SPRUCE STREET PI L O T K N O B R O A D OUTLOT A CO EX CB EX CB EX CB EX CB CB-404 CBMH-403 CBMH-402 CB-503 CBMH-502 FES-122 FES-501FES-401 OCS-702 FES-701 CBMH-121 CB-123 CBMH-120 CB-117A CB-119 CBMH-118 CB-701 FES-700 CB-305 CBMH-303CBMH-304 CBMH-302 FES-301 FES-201 CBMH-202 CB-203 CB-169 CBMH-168 CBMH-167 8" PVC 8" P V C 8" P V C 8" P V C 8" PVC 8" PVC 8" PVC R25 0 R250 R2 5 0 R250 R250 R 2 5 0 R 2 5 0 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. UTILITY LAYOUT FARMINGTON,MINNESOTA 2.0 1 JM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC CONTRACTOR TO PROVIDE DEWATERING PLAN AND OBTAIN ALL NECESSARY PERMITS FOR DEWATERING. G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H U T I L I T Y L A Y O U T . d w g , 4 / 1 6 / 2 0 2 5 2 : 4 3 : 0 0 P M Pa g e 4 8 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. UTILITY NOTES FARMINGTON MINNESOTA 3.0 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC UTILITY AND SERVICE NOTES: 1.SANITARY SEWER PIPE SHALL BE PVC SDR-35 FOR DEPTHS OF 8' TO 16' AND PVC SDR-26 FOR DEPTHS BETWEEN 16' TO 26'. 2.SANITARY SEWER SERVICE PIPE AND RISER SHALL BE 4" PVC, SCHEDULE 40. 3.ALL SANITARY WYE STATIONS ARE FROM DOWNSTREAM MH. 4.MINIMUM GRADE FOR SANITARY SEWER SERVICE SHALL BE NO LESS THAN 2%. 5.MAXIMUM DEPTH OF SANITARY SEWER SERVICE 1' IN FROM EASEMENT SHALL BE 10 FEET. 6.SS INV. IS TO THE INVERT OF THE SANITARY PIPE AT THE PROPERTY LINE. 7.EXTEND VERTICAL RISER AT THE END OF THE SANITARY SEWER TO WITHIN 5FT OF FINISH GRADE OR ABOVE ANY ENCOUNTERED GROUND WATER, WHICHEVER IS HIGHER. 8.WATERMAIN SHALL BE 8" PVC C900 PIPE DR-18 UNLESS OTHERWISE NOTED WITH TRACER WIRE. 9.ALL WATERMAIN MINIMUM DEPTH SHALL BE A MINIMUM OF 7.5' TO TOP OF PIPE. 10.WATER SERVICE SHALL BE 1" PE WATER SERVICE GRADE PE-4710 COPPER TUBE SIZE. 11.DEWATER AS NECESSARY FOR PIPE INSTALLATION. CONTRACTOR SHALL PROVIDE DEWATERING PLAN AND OBTAIN PERMITS AS NEEDED. 12.TRACER WIRE WILL COMPLY WITH MN RURAL WATER TRACER WIRE SPECIFICATION. 13.SEWER AND WATER STAMPS ARE REQUIRED IN THE CURB ABOVE THE RESPECTIVE SERVICES. 14.HYDRANTS SHALL BE LOCATED 3.5 FT. BEHIND CURB UNLESS OTHERWISE NOTED 15.TWO HYDRANT FLAGS ARE TO BE SUPPLIED, ONE INSTALLED AND ONE SUPPLIED TO THE CITY. GENERAL CONSTRUCTION NOTES: 1.ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS, DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. 2.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION TO VERIFY, IN THE FIELD, ALL EXISTING AND UNDERGROUND UTILITIES ADJACENT TO THE PROJECT, AND BE RESPONSIBLE FOR PROTECTION OF THE SAME. 3.THE CONTRACTOR SHALL BEWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL EXCAVATE AROUND UTILITIES TO DETERMINE ELEVATION AND LOCATION BEFORE BEGINNING CONSTRUCTION. 4.THE CONTRACTOR SHALL VERIFY A MINIMUM OF 18" SEPARATION FROM WATER MAIN TO STORM SEWER PIPE. INSULATE WHEN SEPARATION IS LESS THAN 24'' WITH 4'X8'X4''. 5.THE CONTRACTOR SHALL VERIFY A MINIMUM OF 18" SEPARATION FROM WATER SERVICE TO STORM SEWER PIPE. INSULATE WHEN SEPARATION IS LESS THAN 24'' WITH 4'X4'X4'' STORM SEWER NOTES: 1.ALL RIPRAP SHALL BE CLASS III WITH GEOTEXTILE FABRIC AND PLACED PER CITY STANDARD DETAIL STO-11. 2.18" AND SMALLER DIAMETER RCP PIPE SHALL BE CLASS V. 3.21" AND LARGER DIAMETER RCP PIPE SHALL BE CLASS III. 4.DRAINTILE LOCATIONS ARE SUBJECT TO REVIEW AND MODIFICATION BY THE CITY ENGINEER, SOILS ENGINEER AND THE DEVELOPERS ENGINEER. BASED ON SOILS CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 5.INSULATION WILL BE REQUIRED PER STANDARD DETAILS FOR ALL UTILITY CROSSINGS. STREET NOTES 1.20 FT CURB RADIUS AT INTERSECTIONS (217TH ST. W. & ELLSWORTH WAY, 216TH ST. W. & ECLISPE ST. ) 2.30 FT CURB RADIUS AT INTERSECTIONS (SPRUCE ST. & ECLISPE ST, SPRUCE ST. & PILOT KNOB ROAD) 3.SURMOUNTABLE CURB AND GUTTER PER CITY DETAIL STR-01 SHALL BE USED FOR ALL CURB EXCEPT: B618 CURB AND GUTTER SHALL BE USED ON CURB RADII AND PILOT KNOB ROAD. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITIES AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Know what'sbelow. before you dig.Call STORM SEWER SCHEDULE STRUCTURE STRUCTURE SIZE NEENAH CASTING OR APPROVED EQUAL CB-117A 24"X36"R-3067V CBMH-118 48" DIA R-3067V CB-119 24"X36"R-3067V CBMH-120 48'' DIA.R 3067 V CBMH-121 48'' DIA.R 3067 V CB-123 24''X36''R 3067 V CBMH-167 48'' DIA.R-4342 CBMH-168 48'' DIA.R-4342 CB-169 27'' DIA.R-4342 CBMH-202 48'' DIA. W/ SUMP R 3067 V CB-203 24''X36''R 3067 V CBMH-302 48'' DIA. W/ SUMP R 3067 V CBMH-303 48'' DIA.R 3067 V CBMH-304 48'' DIA.R 3067 V CB-305 24''X36''R 3067 V CBMH-402 48'' DIA. W/ SUMP R 3067 V CBMH-403 48'' DIA.R 3067 V CB-404 24''X36''R 3067 V CBMH-502 48'' DIA. W/ SUMP R 3067 V CB-503 24''X36''R 3067 V CB-701 48'' DIA. W/ SUMP R 3067 V G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H U T I L I T Y N O T E S . d w g , 4 / 1 6 / 2 0 2 5 2 : 4 3 : 1 1 P M Pa g e 4 9 o f 1 1 9 0 1 2 2 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 MH-4 MH-5 MH-6 EX MH WYE 1+11 SS INV=910.8 W CS=920.8 S W CS=920.5 WYE 0+61 SS INV=910.5 EXISTING SS INV=910.3 W CS=921.1 W CS=921.4 W CS=921.7 W CS=922.0 W CS=922.3 W CS=922.8 W CS=923.2 W CS= 9 2 3 . 4 WYE 1+61 SS INV=911.1 WYE 2+11 SS INV=911.4 WYE 0+24 SS INV=911.7 WYE 0+74 SS INV=912.0 WYE 1+24 SS INV=912.3 WYE 1+71 SS INV=912.8 WYE 2+14 SS INV=913.2 WYE 2 + 2 4 SS I N V = 9 1 3 . 4 WYE 1+76 SS INV=912.6 WYE 1+07 SS INV=912.2 WYE 0+56 SS INV=911.9 WYE 0+04 SS INV=911.6 WYE 1+90 SS INV=911.3 WYE 0+87 SS INV=910.7 EXISTING SS INV=910.3 EXISTING SS INV=910.0 W CS=922.6 W CS=922.2 W CS=921.9 W CS=921.6 W CS=921.3 W CS=921.0 W CS=920.7 WYE 1+38 SS INV=911.0 SSSSSS S S S S S S S S S S 1 125242322212019 17 18 16 15 14 13 12 10 11 12 13 14 15 16 17 18 19 216TH STREET W. EC L I S P E S T R E E T SPRUCE STREET 8"45° BEND 8" GV 34'- 8" PVC C900 DR18 WM 351'- 8" PVC C900 DR18 WM EXISTING SS INV=909.76'' HYD 8''X6'' TEE 6'' GV 10'-6'' DIP CONNECT TO EX. WATERMAIN WITH GV. CONNECT TO EX. SAN. SEWER EX. 8" PVC C900 DR18 WM W EX. CS=919.7 S S S S W EX. CS=920.3 W EX. CS=920.0 W EX. CS=919.8 GND=922.2 8" GV 15 ' TY P . 5' RISER4' RISER4' RISER3' RISER3' RISER3' RISER 3' RISER 2' RISER 2' RISER 3' RISER 5' RISER4' RISER4' RISER3' RISER3' RISER3' RISER2' RISER 8"45° BEND 216TH STREET WEST 895 900 905 910 915 920 925 930 935 895 900 905 910 915 920 925 930 935 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 237' - 8" PVC SD R 3 5 @ 0 . 9 2 % 177' - 8" P V C S D R 2 6 @ 1 . 4 6 % EX. 8" PVC C900 DR18 WM 7. 5 ' M I N . MH-4 RIM:922.19 INV:908.51 (E) INV:908.51 (S) BLD :13.68 MH-5 RIM:921.22 INV :906.32 (W) INV:906.22 (E) BLD :15.00 EX MH 1 RIM:919.84 INV :902.76 (W) INV :902.76 (N) INV:902.66 (E) BLD :17.18 8" GV 5+40 8" GV 9+39 8" PVC C900 DR18 WM EX. 8" PVC S D R 2 6 @ 1.46% CONNECT TO EX. WATERMAIN WITH GV. MAINTAIN 18'' SEPERATION BETWEEN WATERMAIN AND SANITARY SEWER SERVICES INSULATE WHEN SEPERATION BETWEEN STORM SEWER AND WATER IS LESS THAN 24'' FINAL GRADE EXISTING GRADE CONNECT TO EX. SANITARY SEWER FIELD VERIFY EX. STUB ELEV. GROUNDWATER (907.0) PER BORINGS BY OTHERS 5 F E E T 50 FEET SCALE EX. INV:903.64 1+ 7 1 2. 5 ' R I S E R R T 2+ 1 4 2. 0 ' R I S E R R T 2+ 2 4 2. 0 ' R I S E R R T 1+ 7 6 2. 5 ' R I S E R L T 1+ 2 4 3. 0 ' R I S E R R T 1+ 0 7 3. 0 ' R I S E R L T 0+ 7 4 3. 0 ' R I S E R R T 0+ 5 6 3. 0 ' R I S E R L T 0+ 2 4 3. 0 ' R I S E R R T 0+ 0 4 3. 2 ' R I S E R L T 2+ 1 1 3. 0 ' R I S E R R T 1+ 9 0 4. 0 ' R I S E R L T 1+ 6 1 4. 0 ' R I S E R R T 1+ 3 8 4. 0 ' R I S E R L T 1+ 1 1 4. 5 ' R I S E R R T 0+ 8 7 5. 0 ' R I S E R L T 0+ 6 1 5. 0 ' R I S E R R T 8"X6" TEE STA:5+87 TOP WM PIPE ELEV = 914.3 TOP WM PIPE ELEV = 914.3 TOP WM PIPE ELEV = 913.7 TOP WM PIPE ELEV = 913.1 TOP WM PIPE ELEV = 912.5 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.0 1 JM JM 2/17/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R 2 1 6 T H . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 2 : 2 1 P M Pa g e 5 0 o f 1 1 9 0 1 2 3 4 5 6 7 4 2 3 22 21 20 19 17 18 16 15141312111098765 4 3 2 1 9 9 10 11 12 13 8 7 6 8 7 6 21 6 T H S T R E E T W . ELLSWORTH WAY 21 7 T H S T R E E T E . SP R U C E S T R E E T OUTLOT A MH-5 MH-4MH-1MH-2 235'- 8" PVC C900 DR18 WM8" GV 40'- 8" PVC C900 DR18 WM MH-3 GND=921.8 WC S = 9 1 9 . 3 W CS = 9 1 9 . 9 W CS = 9 2 0 . 1 W CS= 9 2 0 . 6 W CS=920.6 W CS=920.5 W CS=920.7 W CS=921.2 W CS=921.6 W CS=921.9 W CS=922.2 W CS=922.4 W CS=922.7 W CS=922.9 W CS=923.2 W Y E 0 + 4 2 S S I N V = 9 1 0 . 7 WY E 0 + 2 1 SS I N V = 9 1 0 . 9 WY E 0 + 0 4 SS I N V = 9 1 0 . 8 WYE 2 + 0 0 SS I N V = 9 1 0 . 6 WYE 1+85 SS INV=910.4 WYE 1+56 SS INV=910.2 WYE 0+96 SS INV=910.7 WYE 0+46 SS INV=911.2 WYE 0+04 SS INV=911.6 WYE 0+51 SS INV=911.9 WYE 1+01 SS INV=912.2 WYE 1+51 SS INV=912.4 WYE 2+01 SS INV=912.7 WYE 2+51 SS INV=912.9 WYE 3+0 7 SS INV=9 1 3 . 2 6'' HYD 8''X6'' TEE 6'' GV 8'-6'' DIP S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S GND=919.0 6'' HYD 8''X6'' TEE 6'' GV 10'-6'' DIP 8"45° BEND 100 ' - 8 " P V C C 9 0 0 D R 1 8 W M 130'- 8" PVC C900 DR18 WM 8 x 6 REDUCER 8"45° BEND 8"45° BEND ELLSWORTH WAY 900 905 910 915 920 925 930 935 900 905 910 915 920 925 930 935 0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 211' - 8" PVC SDR 35 @ 0.40%316' - 8" PVC SDR 35 @ 0.40% 7. 5 ' M I N . MH-1 RIM:921.29 INV :907.24 (S) INV :907.24 (N) INV:907.14 (E) BLD :14.14 MH-4 RIM:922.19 INV:908.51 (E) INV:908.51 (S) BLD :13.68 8" PVC C900 DR18 WM FINAL GRADE EXISTING GRADE MH-2 RIM:919.69 INV :908.19 (E) INV:908.09 (N) BLD :11.61 8" GV 2+38 21'' RCP BTM:912.8 5 F E E T 50 FEET SCALE TOP WM PIPE ELEV = 910.9 TOP WM PIPE ELEV = 912.8 LOWER WATERAMAIN PER CITY PLATE NO. WAT-06 18'' MINIMUM SEPERATION MAINTAIN 18'' SEPERATION BETWEEN WATERMAIN AND SANITARY SEWER SERVICES INSULATE WHEN SEPERATION BETWEEN STORM SEWER AND WATER IS LESS THAN 24'' GROUNDWATER (907.0) PER BORINGS BY OTHERS GROUNDWATER (905.0) PER BORINGS BY OTHERS TOP WM PIPE ELEV = 914.3 TOP WM PIPE ELEV = 914.3 TOP WM PIPE ELEV = 910.9 8"X6" TEE STA:2+948"X8" TEE STA:1+98 INSULATE TOP WM PIPE ELEV = 913.4 TOP WM PIPE ELEV = 914.0 MH-2 TO MH-3 905 910 915 920 925 905 910 915 920 925 MH-2 RIM:919.69 INV :908.19 (E) INV:908.09 (N) BLD :11.61 48' - 8" PVC SDR 35 @ 0.40% FINAL GRADE MH-3 RIM:918.91 INV:908.38 (W) BLD :10.53 1+00 0+00 1+00 1+50 5 F E E T 50 FEET SCALE WATERMAIN 905 910 915 920 925 905 910 915 920 925 FINAL GRADE 1+00 0+00 1+00 2+00 2+50 5 F E E T 50 FEET SCALE 8" PVC C900 DR18 WM 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.1 1 JM JM 2/17/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R E L L S W O R T H . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 2 : 3 7 P M Pa g e 5 1 o f 1 1 9 GND=919.6 0 1 2 3 4 5 6 1 2 3 4 4 2 3 14 13 12 11 10 9 8 7 6 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 EL L S W O R T H W A Y MH-1 EX MH W CS=921.2 W CS=920.9 W CS=920.7 W CS=920.4 W CS=920.2 W CS=919.9 W CS=919.9 W CS=920.1 W CS=920.4 W CS=920.6 W CS=920.9 W CS=921.2 WYE 3+06 SS INV=911.2 WYE 2+56 SS INV=910.9 WYE 1+96 SS INV=910.6 WYE 1+46 SS INV=910.4 WYE 0+96 SS INV=910.1 WYE 0+46 SS INV=909.9 WYE 3+11 SS INV=911.2 WYE 2+60 SS INV=910.9 WYE 2+09 SS INV=910.7 WYE 1+57 SS INV=910.4 WYE 1+06 SS INV=910.2 WYE 0+54 SS INV=909.9 S S S S S S SSSSSS 217TH STREET E. W EX. CS=919.6 6'' HYD 8''X6'' TEE 6'' GV 8'-6'' DIP 6'' HYD 8''X6'' TEE 6'' GV 8'-6'' DIP SALVAGE EXISTING HYDRANT ASSEMBLY AND REMOVE ALL WATERMAIN BACK TO EXISTING GATE VALVE CONNECT TO EXISTING GATE VALVE EX. 8" PVC C900 DR18 WM EXISTING SS INV=909.6 EXISTING SS INV=909.4 EXISTING SS INV=909.2 EXISTING SS INV=909.1 EXISTING SS INV=909.3 EXISTING SS INV=909.5 EXISTING SS INV=909.7 W EX. CS=919.7 W EX. CS=919.5 W EX. CS=919.3 W EX. CS=919.1 W EX. CS=919.2 W EX. CS=919.4 NOT TO BE USED 15 ' TY P . VERIFY CLEANOUT INSTALLATIONS ON EXISTING SERVICES AND BRING CURB STOPS AND CLEANOUTS TO THE SURFACE FOLLOWING ROAD CONSTRUCTION 217TH STREET WEST 900 905 910 915 920 925 930 900 905 910 915 920 925 930 0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 350' - 8" PVC SDR 35 @ 0.40%350' - 8" PVC SDR 35 @ 0.40% MH-1 RIM:921.29 INV :907.24 (S) INV :907.24 (N) INV:907.14 (E) BLD :14.14 EX MH RIM:919.35 INV :905.58 (W) INV:905.48 (E) BLD :13.86 7. 5 ' M I N . FINAL GRADE EXISTING GRADE GROUNDWATER (905.0) PER BORINGS BY OTHERS 5 F E E T 50 FEET SCALE CONNECT TO EX. GV. REMOVE ALL EXISTING WATERMAIN BACK TO EX. GV. CONTRACTOR TO TEST AGAINST EX. GV. CONNECT TO EX. SANITARY SEWER FIELD VERIFY EX. STUB ELEV. EX. INV:905.74 MAINTAIN 18'' SEPERATION BETWEEN WATERMAIN AND SANITARY SEWER SERVICES INSULATE WHEN SEPERATION BETWEEN STORM SEWER AND WATER IS LESS THAN 24'' 8" GV 0+30 8"X6" TEE STA:3+608" PVC C900 DR18 WM EX. 8" GV 3+73 TOP WM PIPE ELEV = 912.9 TOP WM PIPE ELEV = 912.4 TOP WM PIPE ELEV = 911.9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.2 1 JM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R 2 1 7 T H . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 3 : 0 1 P M Pa g e 5 2 o f 1 1 9 0 1 2 8 9 10 11 5 6 7 8 11 25 24 23 14 15 16 17 18 19 21 6 T H S T R E E T W . ECLISPE STREET SP R U C E S T R E E T MH-6 EX MH 8" GV 8''X8'' CROSS 8" PLUG 235'- 8" PVC C900 DR18 WM 43'- 8" PVC C900 DR18 WM CONNECT TO EX. 8'' WET TAP WITH GATE VALUE EX . 8 " P V C C 9 0 0 D R 1 8 W M EX GV 8" GV ECLIPSE STREET 895 900 905 910 915 920 925 895 900 905 910 915 920 925 1+00 0+00 1+00 2+00 3+00 3+50 EX MH RIM:919.84 INV :902.76 (W) INV :902.76 (N) INV:902.66 (E) BLD :17.18 MH-6 RIM:919.15 INV :903.82 (N) INV:903.71 (S) BLD :15.44 198' - 8" PVC SDR 26 @ 0.40% EX. 8" PVC SDR 26 @ 0.40% FINAL GRADE EXISTING GRADE 5 F E E T 50 FEET SCALE CONNECT TO EX. SANITARY SEWER FIELD VERIFY EX. STUB ELEV. EX. INV:902.92 8" PVC C900 DR18 WM 8" GV 0+13 GROUNDWATER (907.0) PER BORINGS BY OTHERS 7. 5 ' M I N . TOP WM PIPE ELEV = 911.2 TOP WM PIPE ELEV = 910.6 7. 5 ' M I N . SAN STUB 900 905 910 915 920 925 900 905 910 915 920 925 MH-6 RIM:919.15 INV :903.82 (N) INV:903.71 (S) BLD :15.44 55' - 8" PVC SDR 35 @ 0.40% 8" PVC PLUG 904.04 1+00 0+00 1+00 1+50 5 F E E T 50 FEET SCALE GROUNDWATER (907.0) PER BORINGS BY OTHERS 8" PVC C900 DR18 WM 8" PLUG 8''X8'' CROSS TOP WM PIPE ELEV = 910.1 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.3 1 JM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R E C L I S P E S T R E E T . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 3 : 2 2 P M Pa g e 5 3 o f 1 1 9 GND=923.2 0 1 2 5 6 7 8 9 10 11 0 1 2 3 4 5 6 7 8 1 125242322212019 17 18 16 15 216TH STREET W. EC L I S P E S T R E E T SPRUCE STREET MH-6 EX MH MH-5MH-4 8''X8'' CROSS 19'- 8" PVC C900 DR18 WM 280'- 8" PVC C900 DR18 WM 63'- 8" PVC C900 DR18 WM390'- 8" PVC C900 DR18 WM12"X8" TEE 8" GV 6'' HYD 8''X6'' TEE 6'' GV 10'-6'' DIP SPRUCE STREET 902 905 910 915 920 925 902 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GROUNDWATER (907.0) PER BORINGS BY OTHERS 8" PVC C900 D R 1 8 W M 8" GV 0+32 8"X6" TEE STA:3+12 7+04 8''X8'' CROSS 8" PLUG 0+11 12"X8" TEE 15'' RCP BTM:917.2 15'' RCP BTM:916.1 GROUNDWATER (907.0) PER BORINGS BY OTHERS FINAL GRADE EXISTING GRADE TOP WM PIPE ELEV = 914.0 TOP WM PIPE ELEV = 914.5 TOP WM PIPE ELEV = 915.1 TOP WM PIPE ELEV = 914.5 TOP WM PIPE ELEV = 913.4 TOP WM PIPE ELEV = 912.2 TOP WM PIPE ELEV = 910.3 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.4 1 JM 4/11/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R S P R U C E S T R E E T . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 3 : 4 5 P M Pa g e 5 4 o f 1 1 9 0 1 1 2 3 4 5 6 0 1 2 3 4 19 17 18 16 1514131211 10987 9 9 10 ELLSWORTH WAY SP R U C E S T R E E T PILOT KNOB ROAD MH-4MH-1 12"X8" TEE 8" GV 7 8 9 10 11 12 13 14 15 16 17 491'- 12" PVC C900 DR18 WM 149'- 12" PVC C900 DR18 WM 100'- 12" PVC C900 DR18 WM 99'- 12" PV C C 9 0 0 D R 1 8 W M 140'- 12" P V C C 9 0 0 D R 1 8 W M 12" 11.25° BEND 12" 11.25° BEND 12" GV 44'- 12" PVC C900 DR18 WM 12" 11.25° BEND 12" PLUG FINAL GRADE EXISTING GRADE PILOT KNOB ROAD 905 910 915 920 925 930 935 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 12" PVC C900 DR18 WM 12" PVC C900 DR18 WM 12" PVC C900 DR18 W M 13+33 12"X8" TEE12" GV 12+87 12" PLUG 7. 5 ' M I N . TOP WM PIPE ELEV = 911.6 TOP WM PIPE ELEV = 912.1 TOP WM PIPE ELEV = 912.7 TOP WM PIPE ELEV = 913.2 TOP WM PIPE ELEV = 913.8 TOP WM PIPE ELEV = 914.3 TOP WM PIPE ELEV = 915.0 TOP WM PIPE ELEV = 915.8 TOP WM PIPE ELEV = 916.4 TOP WM PIPE ELEV = 917.0 TOP WM PIPE ELEV = 917.6 TOP WM PIPE ELEV = 918.1 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.5 1 JM 4/11/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 4 : 0 9 P M Pa g e 5 5 o f 1 1 9 PO S T TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PO S T PO S T PO S T TR A F F I C S I G N A L TR A F F I C S I G N A L GND=926.3 18 19 20 21 22 23 24 25 25 PILOT KNOB ROAD 140'- 12" P V C C 9 0 0 D R 1 8 W M 97'- 12" PV C C900 DR18 W M 73'- 12" PVC C900 DR18 WM22'- 12" PVC C900 DR18 WM 349'- 12" PVC C900 DR18 WM 1 6 5 ' - 1 2 " P V C C 9 0 0 D R 1 8 W M 12" 11.25° BEND 12" 11.25° BEND 12" 11.25° BEND 12" 45° BEND 12" 45° BEND 12" GV 6'' HYD 12''X6'' TEE 6'' GV 10'-6'' DIP 0 1 2 2 CONNECT TO EX. 12'' WITH GATE VALUE PILOT KNOB ROAD 905 910 915 920 925 930 935 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 12" PVC C900 D R 1 8 W M 12" PVC C900 DR18 WM 19+51 12"X6" TEE 7. 5 ' M I N . TOP WM PIPE ELEV = 917.0 TOP WM PIPE ELEV = 917.6 TOP WM PIPE ELEV = 918.1 TOP WM PIPE ELEV = 918.1 TOP WM PIPE ELEV = 917.4 TOP WM PIPE ELEV = 916.3 TOP WM PIPE ELEV = 915.0 TOP WM PIPE ELEV = 913.2 PILOT KNOB ROAD WM 905 910 915 920 925 930 905 910 915 920 925 930 0+50 0+00 1+00 2+00 3+00 TOP WM PIPE ELEV = 913.2 TOP WM PIPE ELEV = 910.6 TOP WM PIPE ELEV = 909.5 EXISTING GRADE 12" P V C C 9 0 0 D R 1 8 W M 12" GV 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SANITARY SEWER & WATERMAIN PLAN FARMINGTON MINNESOTA 4.6 1 JM 4/11/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S A N W A T E R P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 2 : 5 4 : 1 9 P M Pa g e 5 6 o f 1 1 9 0 1 4 5 6 7 8 9 10 1 125242322212019 17 18 16 15 14 13 10 11 12 13 14 15 16 17 18 19 216TH STREET WEST EC L I S P E S T R E E T CB-117ACBMH-120 EX CB CB-119 CBMH-118 216TH STREET WEST 905 910 915 920 925 930 905 910 915 920 925 930 5+50 6+00 7+00 8+00 9+00 10+00 11+00 FINAL GRADE EXISTING GRADE CBMH-118 RIM:921.23 INV=916.95 (12") NW INV=916.85 (12") E 318' - 12" RCP CLV @ 0 . 8 0 % EX CB RIM:919.37 INV=914.30 (12") W INV=913.90 (18") N INV=913.50 (24") E 5 F E E T 50 FEET SCALE CBMH-118-CB-19 905 910 915 920 925 930 905 910 915 920 925 930 -0+50 0+00 1+00 8'' PVC WM TOP:914.0 8'' PVC TOP:907.9 FINAL GRADE CB-119 RIM:921.33 INV=917.43 (12") SE CBMH-118 RIM:921.23 INV=916.95 (12") NW INV=916.85 (12") E 39' - 12" RCP C L V @ 1 . 2 4 % 5 F E E T 50 FEET SCALE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 216TH STREET WEST STORM SEWER PLAN FARMINGTON MINNESOTA 5.0 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M 2 1 6 T H . d w g , 4 / 1 6 / 2 0 2 5 3 : 1 2 : 3 4 P M Pa g e 5 7 o f 1 1 9 0 1 2 3 4 5 0 1 2 3 4 2 3 11 10 9 8 7 6 5 4 9 9 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 EL L S W O R T H W A Y 217TH STREET WEST PI L O T K N O B OUTLOT A CB-305 CBMH-304 CB-203 CBMH-202 EX CB EX CB FES-201 FES-301 CBMH-302 CBMH-303 5 6 7 8 9 INSTALL CASTING WITH R3501TR CBMH-304-CBMH-303 910 915 920 925 930 910 915 920 925 930 CBMH-303-CBMH-302 905 910 915 920 925 930 905 910 915 920 925 930 CBMH-302-FES-301 905 910 915 920 925 905 910 915 920 925 CBMH-303 RIM:919.65 INV=913.28 (18") W INV=913.08 (21") SE CBMH-304 RIM:918.20 INV=914.41 (12") N INV=914.01 (18") E 191' - 18" RCP CLV @ 0.38% CBMH-303 RIM:919.65 INV=913.28 (18") W INV=913.08 (21") SE 120' - 21" RCP CLIII @ 0.33% 40' - 21" RCP CL III @ 0.47% CBMH-302 RIM:918.23 INV=912.69 (21") NW INV=912.59 (21") E SUMP:909.59 FINAL GRADE FINAL GRADE FINAL GRADE CBMH-302 RIM:918.23 INV=912.69 (21") NW INV=912.59 (21") E SUMP:909.59 FES-301 W\ TG INV:912.4 (21") -1+00 0+00 1+00 2+00 3+00 3+50 -1+00 0+00 1+00 2+00 2+50 -1+00 0+00 1+00 1+50 5 F E E T 50 FEET SCALE 5 F E E T 50 FEET SCALE 5 F E E T 50 FEET SCALE 8'' PVC TOP:908.5 RIP RAP DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ELLSWORTH WAY STORM SEWER PLAN FARMINGTON MINNESOTA 5.1 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.7 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M E L L S W O R T H . d w g , 4 / 1 8 / 2 0 2 5 1 1 : 1 7 : 4 2 A M Pa g e 5 8 o f 1 1 9 0 1 2 9 10 11 6 7 8 11 25 16 17 18 19 21 6 T H S T R E E T W E S T ECLISPE STREET SP R U C E S T R E E T CBMH-502 FES-122 CBMH-121 CB-123CB-117A CBMH-120EX CB ECLIPSE STREET 910 915 920 925 910 915 920 925 FES-122-CB-123 900 905 910 915 920 925 900 905 910 915 920 925 CBMH-120-CB-117A 900 905 910 915 920 925 900 905 910 915 920 925 138' - 18" RCP CLV @ 0.46% CBMH-120 RIM:919.25 INV=914.30 (18") N INV=914.60 (12") E INV=914.20 (18") S CBMH-121 RIM:918.94 INV=915.13 (15") W INV=915.33 (12") E INV=914.93 (18") S EXISTING GRADE -0+50 0+00 1+00 2+00 3+00 -0+50 0+00 1+00 -0+50 0+00 1+00 1+50 CBMH-120 RIM:919.25 INV=914.30 (18") N INV=914.60 (12") E INV=914.20 (18") S CB-117A RIM:919.25 INV=915.25 (12") W 35' - 12" RC P C L V @ 1.86% 35' - 12" RCP CLV @ 0.50% CB-123 RIM:918.95 INV=915.50 (12") W 24' - 1 5 " R C P C L V @ 3 . 6 5 % FES-122 W\ TG INV=916.00 (15") CBMH-121 RIM:918.94 INV=915.13 (15") W INV=915.33 (12") E INV=914.93 (18") S FINAL GRADE FINAL GRADE FINAL GRADE 8'' PVC 8'' PVC 5 F E E T 50 FEET SCALE 5 F E E T 50 FEET SCALE 5 F E E T 50 FEET SCALE8'' PVC WM TOP:912.1 RIP RAP 8'' PVC WM TOP:910.7 8'' PVC WM TOP:911.5 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ECLISPE STORM SEWER PLAN FARMINGTON MINNESOTA 5.2 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M E C L I S P E . d w g , 4 / 1 6 / 2 0 2 5 3 : 1 3 : 1 0 P M Pa g e 5 9 o f 1 1 9 1 2 0 1 2 3 4 5 6 7 8 1 125242322212019 17 18 16 EC L I S P E S T R E E T SPRUCE STREET PI L O T K N O B R O A D CBMH-403 CBMH-402 CB-503 CBMH-502 FES-501 FES-401 OCS-702 FES-701 FES-122 CBMH-121 CB-123 CB-117ACBMH-120 FES-700 CB-701 CB-404 12 13 14 15 CB-404-CBMH-403 915 920 925 930 915 920 925 930 FES-401-CBMH-403 910 915 920 925 930 910 915 920 925 930 -0+50 0+00 1+00 OCS-702-FES-701 910 915 920 925 930 910 915 920 925 930 -0+50 0+00 1+00 1+50 FES-501-CB-503 910 915 920 925 930 910 915 920 925 930 -0+50 0+00 1+00 2+00 2+50 -0+50 0+00 1+00 1+50 CB-404 RIM:921.40 INV=917.73 (15") E 42' - 15" RCP CLV @ 0.43% CBMH-403 RIM:921.29 INV=917.55 (15") W INV=917.45 (15") S 34' - 15" RCP CLV @ 0.44% CBMH-402 RIM:921.29 INV=917.25 (15") N INV=917.15 (15") S SUMP:914.15 39' - 15" RCP CLV @ 0.50% CBMH-403 RIM:921.29 INV=917.55 (15") W INV=917.45 (15") S 147' - 12" RCP CLV @ 0. 6 8 % 30' - 15" RCP CLV @ 0.40% 39' - 15" RCP CLV @ 0.40% CB-503 RIM:919.86 INV=916.38 (15") S CBMH-502 RIM:919.86 INV=916.22 (15") N INV=916.12 (15") S SUMP:913.12 FINAL GRADE FINAL GRADE FINAL GRADE FINAL GRADEFES-501 W\ TG INV:916.0 (15") OCS-702 FES-701 W\ TG INV:916.0 (12") FES-401 W\ TG INV:917.0 (15") RIP RAP RIP RAP RIP RAP 8'' PVC WM TOP:914.0 8'' PVC WM TOP:912.5 SEE DETAIL STO-19 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SPRUCE STREET STORM SEWER PLAN FARMINGTON MINNESOTA 5.3 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M S P U R C E . d w g , 4 / 1 6 / 2 0 2 5 3 : 1 3 : 2 2 P M Pa g e 6 0 o f 1 1 9 0 0 1 2 3 4 5 0 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 17 18 16 15141312111098765 4 3 2 ELLSWORTH WAY PILOT KNOB ROAD CBMH-403 CBMH-402 FES-401 FES-700 CB-701CB-305CBMH-304 CBMH-303 OCS-702 CB-404 PILOT KNOB ROAD 905 910 915 920 925 930 905 910 915 920 925 930 4+00 5+00 6+00 7+00 8+00 9+00 10+00 FES-700-CB701 910 915 920 925 930 910 915 920 925 930 -0+50 0+00 1+00 FINAL GRADE EXISTING GRADE FINAL GRADE CBMH-304 RIM:918.20 INV=914.41 (12") N INV=914.01 (18") E CB-305 RIM:919.20 INV=915.44 (12") S 205' - 12" RCP CLV @ 0.50% CB-701 RIM:921.00 INV=917.21 (12") E SUMP:914.21 46' - 12" RCP CLV @ 0.46% FES-700 W\ TG INV:917.0 (12") 5 F E E T 50 FEET SCALE 5 F E E T 50 FEET SCALE RIP RAP DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PILOT KNOB ROAD STORM SEWER PLAN FARMINGTON MINNESOTA 5.4 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 3 : 1 3 : 4 4 P M Pa g e 6 1 o f 1 1 9 0 1 2 3 4 5 0 1 2 3 4 2 3 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 EL L S W O R T H W A Y 217TH STREET WEST OUTLOT A CB-203 CBMH-202 EX CB EX CB FES-201 FES-301CBMH-302 CBMH-303 CB-169 CBMH-168 CBMH-167 EX CB CONTRACTOR TO ADJUST CB CASTINGS, INSTALL INLET PROTECTTION AND FINAL GRADE REAR YARD SWALE FROM ELLSWORTH WAY TO EX. CB PER GRADING PLAN (AFTER BACKFILLING) CONNECTION TO EX. CB SHALL BE CORE DRILLED INSTALL CASTING WITH R3501TR CB-169-EX CB 910 915 920 925 910 915 920 925 CB-169 RIM:919.56 INV=916.41 (12") E 103' - 12" RCP CLV @ 0.40% CBMH-168 RIM:918.97 INV=916.00 (12") W INV=915.95 (12") E 154' - 12" RCP CLV @ 0.40% 103' - 12" RCP CLV @ 0.40% CBMH-167 RIM:917.94 INV=915.33 (12") W INV=915.28 (12") E EX CB2 RIM:917.80 INV=914.87 (12") W INV=914.82 (15") E FINAL GRADE -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5 F E E T 50 FEET SCALE CONNECTION TO EX. CB SHALL BE CORE DRILLED 0 1 2 0 2 9 9 8 7 6 8 7 ELLSWORTH WAY OU T L O T A CB-203 CBMH-202 FES-201 FES-301 CBMH-302 CB-169 CO N T R A C T O R T O A D J U S T C B C A S T I N G S , I N S T A L L I N L E T P R O T E C T T I O N A N D F I N A L G R A D E R E A R YA R D S W A L E F R O M E L L S W O R T H W A Y T O E X . C B P E R G R A D I N G P L A N ( A F T E R B A C K F I L L I N G ) FES-201-CB-203 910 915 920 925 930 910 915 920 925 930 CB-203 RIM:920.03 INV=916.03 (12") S 36' - 12" RCP C L V @ 1.22% 164' - 12 " R C P C L V @ 1 . 8 9 % CBMH-202 RIM:919.99 INV=915.59 (12") N INV=915.49 (12") S SUMP:912.49 FES-201 W\ TG INV:912.4 (12") FINAL GRADE -0+50 0+00 1+00 2+00 3+00 5 F E E T 50 FEET SCALE RIP RAP8'' PVC WM TOP:912.6 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 217TH ST. W. & REAR YARD B-2 STORM SEWER PLAN FARMINGTON MINNESOTA 5.5 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN, 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 8.0-8.8 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T O R M 2 1 7 T H R E A R Y A R D B L O C K 2 . d w g , 4 / 1 8 / 2 0 2 5 1 1 : 1 6 : 1 7 A M Pa g e 6 2 o f 1 1 9 0+ 0 0 1+ 0 0 0+00 1+00 2+00 3+00 4+00 5+0 0 6+ 0 0 4 19 17 18 16 1514131211 1098765 4 3 2 1 9 9 10 1188 ELLSWORTH WAY OU T L O T A P I : 0 + 5 0 . 7 3 PC : 4 + 8 4 . 8 8 PT: 5+47.72 92 0 . 7 4 920.86 921.06 921.18 922 . 0 0 9 2 2 . 4 2 922. 4 6 922 . 7 9 9 2 2 . 6 0 920.21 919 . 8 5 91 9 . 4 8 9 1 9 . 1 1 91 9 . 9 9 91 9 . 2 1 91 8 . 7 3 92 0 . 7 4 9 2 0 . 8 4 920.62 919.91 919.80 918 . 8 0 R20 R 2 0 R47 919 . 4 8 1.4 % 0 . 6 % 1.3 % 1.3% 1.4 % 1.4% 1.2 % 1 . 2 % 1. 2 % 1.2% 1.2% 0.5% 0.5%0.7% 0. 7 % 1 . 2 % 1.2 % V A L L E Y GU T T E R R50 ELLWORTH WAY - 216TH ST W 895 900 905 910 915 920 925 930 935 940 895 900 905 910 915 920 925 930 935 940 0.98% 0.50% -0.58% ST A : 0 + 0 0 . 0 0 EL : 9 1 9 . 3 0 ST A : 1 1 + 0 0 . 0 0 EL : 9 1 9 . 1 5 PVI STA= 2+09.37 PVI EL=921.35 LVC=90.00 A.D.=0.48% K=189 BV C S : 1 + 6 4 . 3 7 BV C E : 9 2 0 . 9 1 EV C S : 2 + 5 4 . 3 7 EV C E : 9 2 1 . 5 7 PVI STA= 4+85.69 PVI EL=922.73 LVC=100.00 A.D.=1.08% K=92 BV C S : 4 + 3 5 . 6 9 BV C E : 9 2 2 . 4 8 EV C S : 5 + 3 5 . 6 9 EV C E : 9 2 2 . 4 4 HP STA=4+81.89 HP EL=922.59 -1+00 0+00 91 8 . 9 91 9 . 3 0 91 9 . 0 91 9 . 5 4 91 9 . 9 91 9 . 7 9 92 0 . 6 92 0 . 0 3 1+00 92 1 . 3 92 0 . 2 8 92 1 . 1 92 0 . 5 2 92 0 . 5 92 0 . 7 7 92 0 . 1 92 1 . 0 1 2+00 92 0 . 4 92 1 . 2 2 92 0 . 5 92 1 . 4 0 92 0 . 6 92 1 . 5 5 92 0 . 5 92 1 . 6 7 3+00 92 0 . 4 92 1 . 8 0 92 0 . 5 92 1 . 9 2 92 0 . 6 92 2 . 0 5 92 0 . 7 92 2 . 1 7 4+00 92 0 . 9 92 2 . 3 0 92 1 . 0 92 2 . 4 2 92 1 . 0 92 2 . 5 4 92 1 . 1 92 2 . 5 9 5+00 92 1 . 0 92 2 . 5 7 92 0 . 4 92 2 . 4 9 92 0 . 2 92 2 . 3 5 92 0 . 3 92 2 . 2 1 6+00 92 0 . 4 92 2 . 0 6 92 0 . 3 92 1 . 9 2 92 0 . 2 92 1 . 7 7 92 0 . 1 92 1 . 6 2 7+00 91 9 . 9 92 1 . 4 8 91 9 . 7 92 1 . 3 3 91 9 . 5 92 1 . 1 9 91 9 . 4 92 1 . 0 4 8+00 91 9 . 2 92 0 . 9 0 91 9 . 1 92 0 . 7 5 91 8 . 9 92 0 . 6 1 91 8 . 7 92 0 . 4 6 9+00 91 8 . 6 92 0 . 3 1 91 8 . 4 92 0 . 1 7 91 8 . 5 92 0 . 0 2 91 9 . 0 91 9 . 8 8 10+00 91 9 . 1 91 9 . 7 3 91 9 . 3 91 9 . 5 9 91 9 . 4 91 9 . 4 4 91 9 . 3 91 9 . 3 0 11+00 91 9 . 2 91 9 . 1 5 FINAL GRADE EXISTING GRADE GROUNDWATER (907.0) PER BORINGS BY OTHERS GROUNDWATER (905.0) PER BORINGS BY OTHERS 5 F E E T 50 FEET SCALE 0+ 0 0 1+ 0 0 5+ 0 0 6+00 7+00 8+00 9+00 10+00 1 125242322212019 17 18 16 216TH STREET W. EC L I S P E S T R E E T PC: 4+84.88 PT : 5 + 4 7 . 7 2 92 2 . 0 0 922.4 2 9 2 2 . 4 6 9 2 2 . 7 9 922.60 91 9 . 5 0 919.71 91 9 . 3 0 919 . 4 0 919.27 91 9 . 3 0 REMOVE BIT. AND DISPOSE OF OFF SITE R2 0 R20 R 4 7 END CURB STA:10+57 919. 3 8 919. 3 4 0. 7 % 0.7 % 1.2%1.2 % 0 . 6 % 0. 8 % 1.3 % VAL L E Y GUTTER DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ELLWORTH WAY - 216TH STREET WEST STREET PLAN FARMINGTON MINNESOTA 6.0 1 CM 3/6//2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE SHEET 3.0 FOR STREET NOTES SEE SHEETS 8.0-8.8 DETAILS X 900.0 DENOTES GUTTER LINE ELEVATION G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T R E E T P L A N 2 1 6 T H . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 5 : 5 5 P M Pa g e 6 3 o f 1 1 9 0+00 1+00 2+00 3+00 4+00 5+00 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 2 3 13 12 11 10 9 8 7 6 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 EL L S W O R T H W A Y 217TH STREET WEST920.74 92 0 . 6 2 920 . 8 4 920.74 92 0 . 8 6 92 1 . 0 6 92 1 . 1 8 REMOVE BIT. AND DISPOSE OF OFF SITE END CURB STA:4+94 1 . 3 % 1.4 % 0.6% R 2 0 . 0 R20 . 0 217TH STREET WEST 900 905 910 915 920 925 930 900 905 910 915 920 925 930 -0.50% ST A : 0 + 0 0 . 0 0 EL : 9 2 1 . 2 8 ST A : 5 + 0 0 . 0 0 EL : 9 1 8 . 8 0 -0+50 0+00 92 0 . 5 92 1 . 2 8 92 0 . 3 92 1 . 1 6 92 0 . 0 92 1 . 0 3 91 9 . 9 92 0 . 9 1 1+00 91 9 . 7 92 0 . 7 8 91 9 . 4 92 0 . 6 6 91 9 . 2 92 0 . 5 4 91 9 . 1 92 0 . 4 1 2+00 91 9 . 0 92 0 . 2 9 91 8 . 8 92 0 . 1 6 91 8 . 7 92 0 . 0 4 91 8 . 6 91 9 . 9 2 3+00 91 8 . 6 91 9 . 7 9 91 8 . 4 91 9 . 6 7 91 8 . 2 91 9 . 5 4 91 8 . 0 91 9 . 4 2 4+00 91 7 . 8 91 9 . 3 0 91 7 . 8 91 9 . 1 7 91 7 . 7 91 9 . 0 5 91 7 . 6 91 8 . 9 2 5+00 91 7 . 5 91 8 . 8 0 FINAL GRADE EXISTING GRADE GROUNDWATER (905.0) PER BORINGS BY OTHERS 5 F E E T 50 FEET SCALE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 217TH STREET WEST STREET PLAN FARMINGTON MINNESOTA 6.1 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE SHEET 3.0 FOR STREET NOTES SEE SHEETS 8.0-8.8 DETAILS X 900.0 DENOTES GUTTER LINE ELEVATION G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T R E E T P L A N 2 1 7 T H . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 6 : 2 0 P M Pa g e 6 4 o f 1 1 9 0+00 1+00 2+00 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 11 25 24 23 22 14 15 16 17 18 19 21 6 T H S T R E E T W . ECLISPE STREET 91 9 . 2 6 919 . 1 1 918.97 918.87 918 . 5 7 9 1 8 . 2 1 9 1 9 . 4 0 91 9 . 2 7 919.30 919.30 9 1 9 . 5 0 9 1 9 . 7 1 REMOVE BIT. AND DISPOSE OF OFF SITE R2 0 R 2 0 R30 R 3 0 END CURB STA:7+40 918 . 4 8 9 1 9 . 3 8 9 1 9 . 3 4 1. 3 % 0.6% 0.8 % 1 . 4 % 0.6% 91 8 . 4 4 91 8 . 3 8 ECLIPSE STREET 900 905 910 915 920 925 930 935 900 905 910 915 920 925 930 935 -2.00% 2.00% 0.60%-1.50% ST A : 0 + 0 0 . 0 0 EL : 9 1 9 . 8 4 ST A : 0 + 1 6 . 0 0 EL : 9 1 9 . 5 2 ST A : 2 + 3 8 . 0 0 EL : 9 1 9 . 1 5 ST A : 2 + 1 9 . 0 0 EL : 9 1 8 . 7 7 PVI STA= 1+25.00 PVI EL=920.18 LVC=90.00 A.D.=2.10% K=43 BV C S : 0 + 8 0 . 0 0 BV C E : 9 1 9 . 9 1 EV C S : 1 + 7 0 . 0 0 EV C E : 9 1 9 . 5 0 HP STA=1+05.84 HP EL=919.98 -0+50 0+00 91 8 . 1 91 9 . 8 4 91 7 . 8 91 9 . 5 7 91 7 . 7 91 9 . 7 2 91 7 . 6 91 9 . 8 8 1+00 91 7 . 3 91 9 . 9 8 91 7 . 1 91 9 . 9 4 91 7 . 1 91 9 . 7 6 91 6 . 9 91 9 . 4 3 2+00 91 7 . 0 91 9 . 0 5 91 7 . 1 91 8 . 8 9 3+00 FINAL GRADE EXISTING GRADE 5 F E E T 50 FEET SCALE 0+ 0 0 1+ 0 0 2+ 0 0 5+ 0 0 6+00 7+00 8+00 9+00 10+00 11+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 1 125242322212019 17 18 16 15 14 216TH STREET W. EC L I S P E S T R E E T SPRUCE STREET 92 2 . 4 0 921 . 9 2 92 1 . 7 4 921.61 92 1 . 8 6 921.62921.65 921. 7 1 919.26 9 1 9 . 1 1 91 8 . 9 7 91 8 . 8 7 9 1 8 . 5 7 918.21 919 . 4 0 919.27 9 1 9 . 3 0 91 9 . 3 0 919 . 5 0 919.71 R2 0 R20 R30 R 3 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 R 3 0 R30 END CURB STA:7+40 9 1 8 . 4 8 919 . 3 8 919 . 3 4 1.3 % 0 . 6 % 0. 8 % 1.4% 0 . 6 % 918.44 918.38 1. 6 % 0.5% SPRUCE STREET 905 910 915 920 925 930 935 905 910 915 920 925 930 935 0.66% -1.11% -2.00%-0.62% ST A : 0 + 0 0 . 0 0 EL : 9 2 2 . 6 3 ST A : 0 + 1 9 . 0 0 EL : 9 2 2 . 2 5 PVI STA= 1+00.00 PVI EL=921.74 LVC=100.00 A.D.=1.29% K=78 BV C S : 0 + 5 0 . 0 0 BV C E : 9 2 2 . 0 6 EV C S : 1 + 5 0 . 0 0 EV C E : 9 2 2 . 0 7 L P STA=0+98.57 LP EL=921.90 PVI STA= 3+25.00 PVI EL=923.23 LVC=100.00 A.D.=1.77% K=56 BV C S : 2 + 7 5 . 0 0 BV C E : 9 2 2 . 9 0 EV C S : 3 + 7 5 . 0 0 EV C E : 9 2 2 . 6 8 HP STA=3+12.34 HP EL=923.03 -0+50 0+00 91 5 . 3 92 2 . 6 3 91 5 . 4 92 2 . 2 1 91 5 . 6 92 2 . 0 6 91 8 . 8 92 1 . 9 4 1+00 91 9 . 0 92 1 . 9 0 91 8 . 9 92 1 . 9 5 91 8 . 8 92 2 . 0 7 91 8 . 7 92 2 . 2 4 2+00 91 8 . 6 92 2 . 4 1 91 8 . 5 92 2 . 5 7 91 8 . 4 92 2 . 7 4 91 8 . 2 92 2 . 9 0 3+00 91 8 . 0 92 3 . 0 1 91 7 . 8 92 3 . 0 1 91 7 . 7 92 2 . 9 0 91 7 . 6 92 2 . 6 8 4+00 91 7 . 4 92 2 . 4 0 91 7 . 3 92 2 . 1 2 91 7 . 1 92 1 . 8 4 91 7 . 1 92 1 . 5 7 5+00 91 7 . 0 92 1 . 2 9 91 6 . 9 92 1 . 0 1 91 6 . 7 92 0 . 7 4 91 6 . 6 92 0 . 4 6 6+00 91 6 . 6 92 0 . 1 8 91 6 . 6 91 9 . 9 0 91 6 . 6 91 9 . 6 2 91 6 . 7 91 9 . 3 5 7+00 91 7 . 2 91 9 . 0 7 91 7 . 7 91 8 . 7 9 91 8 . 8 91 8 . 5 2 91 9 . 1 91 8 . 2 4 8+00 91 9 . 2 91 7 . 9 6 FINAL GRADE EXISTING GRADE 5 F E E T 50 FEET SCALE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ECLISPE STREET & SPURCE STREETSTREET PLAN FARMINGTON MINNESOTA 6.2 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE SHEET 3.0 FOR STREET NOTES SEE SHEETS 8.0-8.8 DETAILS X 900.0 DENOTES GUTTER LINE ELEVATION G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T R E E T P L A N E C L I S P E S P R U C E . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 6 : 3 2 P M Pa g e 6 5 o f 1 1 9 0+ 0 0 1+00 2+00 3+00 4+00 5+0 0 0+ 0 0 1+ 0 0 2+ 0 0 4 17 16 15141312111098765 4 3 ELLSWORTH WAY SP R U C E S T R E E T PILOT KNOB ROAD 92 1 . 6 1 92 1 . 7 4 9 2 1 . 9 2 922.40 92 1 . 6 2 921.86 921 . 7 1 921 . 6 5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 PC : 1 4 + 8 3 . 1 8 R 3 0 R30 BEGIN CURB STA:8+25 BEGIN TRAIL STA:8+25 10' WIDE BITUMINOUS TRAIL 19 . 0 0 17 . 5 0 17 . 5 0 19 . 0 0 0 . 5 % 1.6 %10' WIDE FUTURE BITUMINOUS TRAIL 10' WIDE BITUMINOUS TRAIL FINAL GRADE EXISTING GRADE PILOT KNOB ROAD 910 915 920 925 930 935 940 -0.60% 0.60% ST A : 0 + 0 0 . 0 0 EL : 9 2 2 . 4 7 PVI STA= 6+47.50 PVI EL=918.58 LVC=150.00 A.D.=1.20% K=125 BV C S : 5 + 7 2 . 5 0 BV C E : 9 1 9 . 0 4 EV C S : 7 + 2 2 . 5 0 EV C E : 9 1 9 . 0 4 L P STA=6+47.50 LP EL=918.81 -1+00 0+00 92 2 . 4 7 92 2 . 3 2 92 2 . 1 7 92 2 . 0 2 1+00 92 1 . 8 7 92 1 . 7 2 91 2 . 3 92 1 . 5 7 91 2 . 9 92 1 . 4 2 2+00 91 4 . 3 92 1 . 2 7 91 5 . 6 92 1 . 1 2 91 7 . 9 92 0 . 9 7 92 0 . 6 92 0 . 8 2 3+00 92 2 . 1 92 0 . 6 7 92 1 . 7 92 0 . 5 2 92 2 . 2 92 0 . 3 7 92 2 . 3 92 0 . 2 2 4+00 92 2 . 2 92 0 . 0 7 92 2 . 0 91 9 . 9 2 92 1 . 8 91 9 . 7 7 92 2 . 6 91 9 . 6 2 5+00 92 3 . 3 91 9 . 4 7 92 4 . 0 91 9 . 3 2 92 1 . 7 91 9 . 1 7 92 0 . 3 91 9 . 0 2 6+00 91 9 . 9 91 8 . 9 0 91 9 . 6 91 8 . 8 3 91 9 . 2 91 8 . 8 1 91 8 . 9 91 8 . 8 4 7+00 91 8 . 6 91 8 . 9 2 91 7 . 9 91 9 . 0 5 91 6 . 9 91 9 . 2 0 91 6 . 7 91 9 . 3 5 8+00 91 6 . 7 91 9 . 5 0 91 6 . 6 91 9 . 6 5 91 6 . 5 91 9 . 8 0 91 6 . 3 91 9 . 9 5 9+00 91 5 . 9 92 0 . 1 0 91 5 . 6 92 0 . 2 5 91 5 . 9 92 0 . 4 0 91 6 . 2 92 0 . 5 5 10+00 91 6 . 2 92 0 . 7 0 91 6 . 3 92 0 . 8 5 91 6 . 2 92 1 . 0 0 91 6 . 3 92 1 . 1 5 11+00 91 6 . 5 92 1 . 3 0 91 6 . 8 92 1 . 4 5 91 6 . 8 92 1 . 6 0 91 6 . 8 92 1 . 7 5 12+00 91 6 . 8 92 1 . 9 0 91 6 . 8 92 2 . 0 5 91 6 . 6 92 2 . 2 0 91 6 . 3 92 2 . 3 5 13+00 91 5 . 8 92 2 . 5 0 91 5 . 2 92 2 . 6 5 91 5 . 7 92 2 . 8 0 91 7 . 9 92 2 . 9 5 14+00 91 9 . 3 92 3 . 1 0 91 9 . 9 92 3 . 2 5 92 0 . 2 92 3 . 4 0 91 9 . 9 92 3 . 5 5 15+00 91 9 . 8 92 3 . 7 0 91 9 . 9 92 3 . 8 5 92 0 . 1 92 4 . 0 0 92 0 . 1 92 4 . 1 5 16+00 92 0 . 0 92 4 . 3 0 92 0 . 3 92 4 . 4 5 92 0 . 4 92 4 . 6 0 92 0 . 4 92 4 . 7 5 17+00 92 0 . 3 92 4 . 9 0 92 0 . 1 92 5 . 0 5 91 9 . 9 92 5 . 2 0 91 9 . 7 92 5 . 3 5 18+00 91 9 . 2 FINAL GRADE EXISTING GRADE 5 F E E T 50 FEET SCALE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PILOT KNOB ROAD STREET PLAN FARMINGTON MINNESOTA 6.3 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE SHEET 3.0 FOR STREET NOTES SEE SHEETS 8.0-8.8 DETAILS X 900.0 DENOTES GUTTER LINE ELEVATION G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T R E E T P L A N P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 6 : 5 5 P M Pa g e 6 6 o f 1 1 9 PO S T TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PO S T PO S T PO S T TR A F F I C S I G N A L TR A F F I C S I G N A L 0+ 0 0 1+ 0 0 SP R U C E S T R E E T 92 1 . 6 1 92 1 . 7 4 9 2 1 . 9 2 922.40 92 1 . 6 2 921.86 921 . 7 1 921 . 6 5 9 1 9 . 1 1 919.63 919.99 919.06919.76 920.12 919.35919.90 920.26 919.68920.05 920.40 919.78920.22 920.56 920.38 920.72 920. 1 3 920.55 920.20920.70 920.33920.86 920.47921.01 920.64 921.22 921.55921.70 920.94 921.49 9 2 1 . 7 5 921.82 921.95921.94921.75921.27 921.70 922.02 922.14 922.09 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+28 PC : 1 4 + 8 3 . 1 8 P T : 1 6 + 8 3 . 5 8 P C : 1 8 + 2 5 . 4 8 PT : 2 0 + 2 5 . 8 9 R 3 0 R30 R49 . 3 R5 0 920.91 920.77 920.40 920 . 0 9 919. 9 7 919.8 9 PILOT KNOB ROAD 10' WIDE BITUMINOUS TRAIL BEGIN TAPER STA:18+25 1 7 . 5 0 1 9 . 0 0 17 . 5 0 19 . 0 0 0 . 5 % 1.6 % 0 . 8 % 0.5% 0.5 % 10' WIDE BITUMINOUS TRAIL PILOT KNOB ROAD 910 915 920 925 930 935 940 0.60%-1.22%ST A : 2 5 + 2 7 . 9 0 EL : 9 2 0 . 2 5 PVI STA= 20+00.00 PVI EL=926.70 LVC=289.00 A.D.=1.82% K=159 BV C S : 1 8 + 5 5 . 5 0 BV C E : 9 2 5 . 8 3 EV C S : 2 1 + 4 4 . 5 0 EV C E : 9 2 4 . 9 3 HP STA=19+50.65 HP EL=926.12 91 6 . 8 92 1 . 6 0 91 6 . 8 92 1 . 7 5 12+00 91 6 . 8 92 1 . 9 0 91 6 . 8 92 2 . 0 5 91 6 . 6 92 2 . 2 0 91 6 . 3 92 2 . 3 5 13+00 91 5 . 8 92 2 . 5 0 91 5 . 2 92 2 . 6 5 91 5 . 7 92 2 . 8 0 91 7 . 9 92 2 . 9 5 14+00 91 9 . 3 92 3 . 1 0 91 9 . 9 92 3 . 2 5 92 0 . 2 92 3 . 4 0 91 9 . 9 92 3 . 5 5 15+00 91 9 . 8 92 3 . 7 0 91 9 . 9 92 3 . 8 5 92 0 . 1 92 4 . 0 0 92 0 . 1 92 4 . 1 5 16+00 92 0 . 0 92 4 . 3 0 92 0 . 3 92 4 . 4 5 92 0 . 4 92 4 . 6 0 92 0 . 4 92 4 . 7 5 17+00 92 0 . 3 92 4 . 9 0 92 0 . 1 92 5 . 0 5 91 9 . 9 92 5 . 2 0 91 9 . 7 92 5 . 3 5 18+00 91 9 . 2 92 5 . 5 0 91 9 . 1 92 5 . 6 5 91 8 . 9 92 5 . 8 0 91 8 . 9 92 5 . 9 4 19+00 91 8 . 9 92 6 . 0 4 91 9 . 0 92 6 . 1 0 91 9 . 4 92 6 . 1 2 91 9 . 8 92 6 . 1 0 20+00 91 9 . 9 92 6 . 0 4 92 0 . 0 92 5 . 9 4 92 0 . 2 92 5 . 8 1 92 0 . 3 92 5 . 6 3 21+00 92 0 . 5 92 5 . 4 2 92 0 . 3 92 5 . 1 6 92 0 . 2 92 4 . 8 7 92 0 . 0 92 4 . 5 6 22+00 91 9 . 8 92 4 . 2 6 91 9 . 6 92 3 . 9 5 91 9 . 5 92 3 . 6 4 91 9 . 3 92 3 . 3 4 23+00 91 9 . 1 92 3 . 0 3 91 9 . 0 92 2 . 7 3 91 8 . 8 92 2 . 4 2 91 8 . 6 92 2 . 1 2 24+00 91 8 . 4 92 1 . 8 1 91 8 . 1 92 1 . 5 0 91 7 . 9 92 1 . 2 0 91 7 . 9 92 0 . 8 9 25+00 91 7 . 8 92 0 . 5 9 91 9 . 9 92 0 . 2 8 26+00 26+50 FINAL GRADE EXISTING GRADE 5 F E E T 50 FEET SCALE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PILOT KNOB ROAD STREET PLAN FARMINGTON MINNESOTA 6.4 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE SHEET 3.0 FOR STREET NOTES SEE SHEETS 8.0-8.8 DETAILS X 900.0 DENOTES GUTTER LINE ELEVATION G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S T R E E T P L A N P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 7 : 0 7 P M Pa g e 6 7 o f 1 1 9 PO S T TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PO S T PO S T PO S T PO S T PO S T TR A F F I C S I G N A L TR A F F I C S I G N A L 21+00 22+00 23+00 24+00 25+00 25+28 R5 0 EXISTING EDGE BITUMINOUS EXISTING STRIPING 4" SOLID WHITE 4" SOLID WHITE 4" SOLID WHITE EDGE BITUMINOUS EXISTING EDGE BITUMINOUS EXISTING PAINT STRIPING B6-18 CURB B6-18 CURB 12.00 TRAFFIC LIGHTS TO BE RE-LOCATED BY OTHERS 30 0 . 0 0 18 0 . 0 0 EXISTING PAINT STRIPING 15 : 1 T A P E R DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PILOT KNOB ROAD STREET PLAN FARMINGTON MINNESOTA 6.5 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H T U R N I N G R A D I U S P I L O T K N O B . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 7 : 2 6 P M Pa g e 6 8 o f 1 1 9 22+00 23+00 24+00 25+00 25+28 R5 0 EXISTING STRIPING 4" SOLID WHITE 4" SOLID WHITE 4" SOLID WHITE EDGE BITUMINOUS EXISTING EDGE BITUMINOUS B6-18 CURB B6-18 CURB EXISTING PAINT STRIPING 12.00 300.00 8. 0 0 14 . 0 0 14 . 0 0 12 . 0 0 14 . 0 0 TRAFFIC LIGHTS TO BE RE-LOCATED BY OTHERS PO S T TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL PO S T PO S T PO S T TR A F F I C S I G N A L TR A F F I C S I G N A L EXISTING EDGE BITUMINOUS 6. 3 4 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PILOT KNOB ROAD STREET PLAN FARMINGTON MINNESOTA 6.6 1 CM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H T U R N I N G R A D I U S P I L O T K N O B 6 . 6 . d w g , 4 / 1 6 / 2 0 2 5 3 : 2 7 : 4 8 P M Pa g e 6 9 o f 1 1 9 POST TR A F F I C S I G N A L TR A F F I C S I G N A L TR A F F I C S I G N A L POST POST POST POST POST POST POST TRAFFIC SIGNAL TRAFFIC SIGNAL 92 0 92 0 92 2 9 2 6 9 2 4 9 2 0 92 2 9 2 2 9 2 4 1 6 + 0 0 9 2 4 . 3 0 1 7 + 0 0 9 2 4 . 9 0 1 8 + 0 0 9 2 5 . 5 0 1 9 + 0 0 9 2 6 . 0 4 20 + 0 0 92 6 . 0 4 21 + 0 0 92 5 . 4 2 22 + 0 0 92 4 . 2 6 23 + 0 0 92 3 . 0 3 24 + 0 0 92 1 . 8 1 25 + 0 0 92 0 . 5 9 H P : 1 9 + 5 0 . 6 5 E l e v : 9 2 6 . 1 2 920 9 2 0 92 0 92 0 918 92 0 920 9 2 0 9 1 8 918 920 920 920 918 922 924 918 920 922 924 918 9 2 6 92 6 9 2 6 92 6 92 4 9 2 4 92 2 92 4 92 2 9 1 8 PI L O T K N O B R O A D COUNTY RAOD 50 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. GRADING PLAN FARMINGTON MINNESOTA 7.0 1 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H G R A D I N G P L A N . d w g , 4 / 1 8 / 2 0 2 5 1 1 : 1 0 : 4 1 A M Pa g e 7 0 o f 1 1 9 922 920 9 2 6 9 2 4 9 2 0 92 2 92 2 9 2 2 920 920 920 920 920 92 0 920 920 920 920 920 920 920 920 920 920 9 2 0 92 0 920 920 92 0 9 2 0 9 2 4 5+ 0 0 92 2 . 5 7 6+00 922.06 7+00 921.48 8+00 920.90 9+00 920.31 10+00 919.73 11+00 919.15 0+00 922.63 1+00 921.90 2+00 922.41 3+00 923.01 4+00 922.40 5+00 921.29 6+00 920.18 7+00 919.07 8+00 917.96 0+00 919.84 1+00 919.98 2+ 0 0 91 9 . 0 5 LP: 0+98.57 Elev: 921.90 HP: 3+12.34 Elev: 923.03 HP : 1 + 0 5 . 8 4 El e v : 9 1 9 . 9 8 HP : 4 + 8 1 . 8 9 El e v : 9 2 2 . 5 9 920.1 922.3922.6 922.2922.5 920.7921.0921.3921.6921.8922.1922.4 923.1 923 . 5 92 3 . 3 92 3 . 0 92 2 . 8 919.7919.9920.2920.5920.8921.1921.4921.7922.0922.3 922.7 922.8923.1 923.0923.3923.6923.9 923.4923.7924.0 924.7 924.6 924.9 925.0 92 5 . 0 92 4 . 8 92 4 . 5 923.9 923.9 923.6 923.3 923.0 922.7 922.4 922.1 921.8 921.5 92 4 . 9 92 4 . 7 92 4 . 4 919.6920.6921.2921.8922.3922.9923.4923.4923.2 92 2 . 0 92 1 . 4 92 1 . 1 918.6 919.6 921.1 921.2 922.8 919.2 920.0 922.2 92 0 . 0 92 0 . 9 92 0 . 0 92 1 . 1 92 2 . 0 92 1 . 4 92 2 . 3 92 1 . 4 92 1 . 7 92 2 . 5 92 1 . 7 92 2 . 0 92 2 . 8 92 2 . 0 92 2 . 3 92 3 . 1 92 2 . 3 92 2 . 5 92 3 . 4 92 2 . 5 92 2 . 8 923.2924.1923.2 92 3 . 5 92 4 . 4 92 3 . 9 9 2 3 . 9 9 2 4 . 7 9 2 4 . 2 923. 7 924. 5 924. 0 923.4924.3 923.4 92 0 . 1 92 1 . 0 92 1 . 2 92 0 . 3 92 0 . 6 92 1 . 5 92 1 . 8 92 0 . 9 92 1 . 2 92 2 . 1 92 2 . 4 92 1 . 5 92 1 . 8 92 2 . 7 92 3 . 0 92 2 . 1 92 2 . 4 92 3 . 3 92 3 . 6 92 2 . 7 10 + 0 0 92 0 . 7 0 11 + 0 0 92 1 . 3 0 12 + 0 0 92 1 . 9 0 13 + 0 0 92 2 . 5 0 14 + 0 0 92 3 . 1 0 15 + 0 0 92 3 . 7 0 1 6 + 0 0 9 2 4 . 3 0 1 7 + 0 0 9 2 4 . 9 0 1 8 + 0 0 9 2 5 . 5 0 1 9 + 0 0 9 2 6 . 0 4 20 + 0 0 92 6 . 0 4 21 + 0 0 92 5 . 4 2 H P : 1 9 + 5 0 . 6 5 E l e v : 9 2 6 . 1 2 E.O.F. 920.2 E.O.F. 919.7 92 4 92 8 92 6 9 2 2 9 2 4 9 2 6 920 9 2 0 918 91 8 91 8 918 92 0 92 0 92 0 920 916 920 918 918.4 914 914 918.4 918.4 916 916 918.4 914 914 917 . 0 914 917.0 91 7 . 0 91 4 92 2 922 922 922922 920 92 2 6. 4 % 6. 4 % 6. 1 % 6. 2 % 6. 2 % 6. 2 % 6. 2 % 5. 6 % 5 . 9 % 6.2 % 6.3% 6.0% 7. 4 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 2 % 5. 5 % 92 4 9 2 6 92 6 9 2 6 92 6 918 92 3 . 7 92 2 . 8 923.7 919 . 0 919.0 91 9 . 0 91 9 . 0 CB R:921.3 CB R:921.2 CB R:919.3 CB R:919.3 CB R:919.4 CB R:919.0 CB R:918.9 CB R:919.9 CB R:919.9 CB R:921.3 CB R:921.3 CB R:921.4 CB R:921.0 FES I:916.0FES I:917.0 FES I:917.0 FES I:916.00 E.O.F. 922.3 1 4 125242322212019 17 18 16 15 14 13 10 11 12 13 14 15 16 17 18 19 SOGSOGSOGSOGSOGSOGSOG SOG SOG SOG SOG SOG SOG FFE: 922.1FFE : 922.4FFE : 922.7FFE : 923.0FFE : 922.33FFE : 923.6FFE : 923.9FFE : 924.2FFE : 924.5FFE : 924.5 FFE : 922.9FFE : 923.2FFE : 923.4FFE : 923.7FFE : 924.0FFE : 924.3FFE : 924.6 FFE : 925.3 FFE : 925.6 FFE : 925.6 FFE : 925.4 FFE : 925.1 216TH STREET WEST EC L I S P E S T R E E T SPRUCE STREET PI L O T K N O B R O A D POND 1.2P NWL:916.0 HWL:918.50 POND 1.1P NWL:917.0 HWL:919.07 PI L O T K N O B R O A D FFE : 922.8 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. GRADING PLAN FARMINGTON MINNESOTA 7.1 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 1 o f 1 1 9 922 920 9 2 2 920 920 920 920 92 0 920 920 920 920 920 920 920 920 920 920 9 2 0 92 0 920 920 920920 920 920 920 9 2 0 92 0 920920 920 920 9 2 0 92 0 920 92 0 92 0 920920920920 920 920 9 2 0 9 2 0 92 0 92 0 9 2 0 920 0+00 921.28 1+00 920.78 2+00 920.29 3+00 919.79 4+00 919.30 5+00 918.80 0 + 0 0 9 1 9 . 3 0 1+ 0 0 92 0 . 2 8 2+ 0 0 92 1 . 2 2 3+ 0 0 92 1 . 8 0 4+ 0 0 92 2 . 3 0 5+ 0 0 92 2 . 5 7 6+00 922.06 7+00 921.48 8+00 920.90 9+00 920.31 10+00 919.73 11+00 919.15 0+00 922.63 1+00 921.90 2+00 922.41 3+00 923.01 4+00 922.40 5+00 921.29 6+00 920.18 7+00 919.07 8+00 917.96 0+00 919.84 1+00 919.98 2+ 0 0 91 9 . 0 5 LP: 0+98.57 Elev: 921.90 HP: 3+12.34 Elev: 923.03 HP : 1 + 0 5 . 8 4 El e v : 9 1 9 . 9 8 HP : 4 + 8 1 . 8 9 El e v : 9 2 2 . 5 9 920.1 922.3922.6 922.2922.5 920.7921.0921.3921.6921.8922.1922.4 923.1 923 . 5 92 3 . 3 92 3 . 0 92 2 . 8 92 2 . 6 92 2 . 3 92 2 . 1 92 1 . 8 92 1 . 5 92 1 . 0 92 0 . 5 9 2 0 . 5 9 2 0 . 7 920. 3 920.0 919 . 6 919.7919.9920.2920.5920.8921.1921.4921.7922.0922.3 921.1 919.1919.3919.5919.8920.0920.3920.5920.8921.1 922.7 922.8923.1 923.0923.3923.6923.9 923.4923.7924.0 924.7 924.6 924.9 925.0 92 5 . 0 92 4 . 8 9 2 4 . 5 92 4 . 4 92 4 . 1 92 3 . 9 92 3 . 6 92 3 . 4 92 3 . 0 92 2 . 6 92 2 . 2 9 2 2 . 2 9 2 2 . 1 921.9 921.6 921 . 2 920.8921.0921.3921.5921.8922.0922.3922.6 922.7922.7 922.6 922.7 922.4 922.1 921.9 921.6 921.4 921.1 920.9 920.9921.2921.4921.7921.9922.2922.4922.7922.7 922.6 922.6 922.3 922.1 921.8 921.6 921.3 921.1 920.8 921.4921.7922.0922.3922.6922.9923.2923.5923.8923.8 923.9 923.9 923.6 923.3 923.0 922.7 922.4 922.1 921.8 921.5 92 4 . 9 92 4 . 7 92 4 . 4 92 4 . 3 92 4 . 0 92 3 . 8 92 3 . 5 92 3 . 3 92 2 . 9 92 2 . 5 92 2 . 1 9 2 2 . 1 9 2 2 . 0 921.8 921.5 921 . 1 919.6920.6921.2921.8922.3922.9923.4923.4923.2 92 2 . 0 92 1 . 4 92 1 . 1 92 0 . 8 92 0 . 5 92 0 . 2 91 9 . 9 91 9 . 6 91 9 . 3 91 9 . 2 91 9 . 3 91 9 . 8 92 1 . 0 918.4 919.4 919.4 919.4 919.4 919.4 919.4 919.4 919.3 919.1 E.O.F. 919.1919.0 E.O.F. 920.0 E.O.F. 920.6921.1 918.6 917.7 918.6 919.6 921.1 921.2 920.8 920.6 920.3 920.1 919.8 919.6 919.3921.4 922.4 922.8 919.2 920.0 918.9 91 8 . 3 919 . 2 919.5 919.8 921.4 ??? 922.2 92 0 . 0 92 0 . 9 92 0 . 0 92 1 . 1 92 2 . 0 92 1 . 4 92 2 . 3 92 1 . 4 92 1 . 7 92 2 . 5 92 1 . 7 92 2 . 0 92 2 . 8 92 2 . 0 92 2 . 3 92 3 . 1 92 2 . 3 92 2 . 5 92 3 . 4 92 2 . 5 92 2 . 8 923.2924.1923.2 923.0923.8923.0 922.7923.6922.7 922.5923.3922.5 922.2923.1922.2 921.9922.7921.9 921.4922.3921.4 920.9921.7920.9 92 3 . 5 92 4 . 4 92 3 . 9 9 2 3 . 9 921.1 921.9 921.1 920.9 921.8 920.9 920 . 7 921 . 6 920 . 7 92 0 . 4 92 1 . 3 92 0 . 4 9 2 0 . 4 9 2 0 . 9 9 2 0 . 0 91 9 . 6 92 0 . 5 91 9 . 6 9 2 4 . 7 9 2 4 . 2 923. 7 924. 5 924. 0 923.4924.3 923.4 92 1 . 5 92 2 . 4 92 1 . 5 92 1 . 2 92 2 . 1 92 1 . 2 92 0 . 9 92 1 . 8 92 1 . 0 92 0 . 7 92 1 . 6 92 0 . 7 92 0 . 4 92 1 . 3 92 0 . 5 92 0 . 2 92 1 . 1 92 0 . 2 91 9 . 9 92 0 . 8 91 9 . 9 91 9 . 7 92 0 . 6 91 9 . 7 91 9 . 5 92 0 . 4 91 9 . 5 92 1 . 5 92 2 . 4 92 1 . 5 92 1 . 2 92 2 . 1 92 1 . 2 92 1 . 0 92 1 . 9 92 1 . 0 92 0 . 7 92 1 . 6 92 0 . 7 92 0 . 5 92 1 . 4 92 0 . 5 92 0 . 2 92 1 . 1 92 0 . 2 92 0 . 0 92 0 . 9 92 0 . 0 91 9 . 7 92 0 . 6 91 9 . 7 91 9 . 5 92 0 . 3 92 0 . 1 92 1 . 0 92 0 . 1 92 0 . 3 92 1 . 2 92 0 . 3 92 0 . 6 92 1 . 5 92 0 . 6 92 0 . 9 92 1 . 8 92 0 . 9 92 1 . 2 92 2 . 1 92 1 . 2 92 1 . 5 92 2 . 4 92 1 . 5 92 1 . 8 92 2 . 7 92 1 . 8 92 2 . 1 92 3 . 0 92 2 . 1 92 2 . 4 92 3 . 3 92 2 . 4 92 2 . 7 92 3 . 6 92 2 . 7 91 9 . 5 919.1 3+ 0 0 92 0 . 6 7 4+ 0 0 92 0 . 0 7 5+ 0 0 91 9 . 4 7 6+ 0 0 91 8 . 9 0 7+ 0 0 91 8 . 9 2 8+ 0 0 91 9 . 5 0 9+ 0 0 92 0 . 1 0 10 + 0 0 92 0 . 7 0 11 + 0 0 92 1 . 3 0 12 + 0 0 92 1 . 9 0 13 + 0 0 92 2 . 5 0 LP : 6 + 4 7 . 5 0 El e v : 9 1 8 . 8 1 E.O.F. 920.2 E.O.F. 917.7 E.O.F. 919.7 CB R:919.0 CB R:919.6 CB R:917.9 CB R:917.8 CB R:918.5 91 8 912 916 914 918 916 914 918 916 914 920 9 2 2 92 2 9 2 2 92 2 918 92 4 92 8 92 6 9 2 2 9 2 4 9 2 6 91 8 918 91 8 9 1 8 92 0 916 916 916 920 920 918.4 914 914 918.4 918.4 916 916 918.4 914 914 917 . 0 914 917.0 91 7 . 0 91 4 91 6 . 4 9 1 6 . 4 916.4 9 1 7 . 7 91 7 . 7 917.7 91 7 . 7 911.4 911.4 91 1 . 4 91 1 . 4 91 1 . 4 91 1 . 4 911.4 914914.2 914914.2 914914.2 91 4 91 4 . 2 912 91 4 91 2 912 914914.2 91 4 918 916 918 916 91 6 916 916 91 8 91 6 92 2 922 922 922922 920 92 2 92 2 92 2 92 2 92 0 922 922 922 6. 4 % 6. 4 % 6. 1 % 6. 2 % 6. 2 % 6. 2 % 6. 2 % 5. 6 % 5 . 9 % 6.2 % 6.3% 6.0% 6.2% 6.1% 6.2% 6.1% 6.4% 6.4% 6.7% 5.0% 5.2% 6.4 % 7. 1 % 7 . 3 % 6 . 7 % 5. 6 % 6. 3 % 6. 3 % 6. 2 % 6. 3 % 6. 2 % 6. 3 % 6. 2 % 6. 2 % 8. 3 % 8. 5 % 8. 2 % 8. 5 % 8. 2 % 8. 4 % 8. 1 % 8. 4 % 7. 2 % 7. 4 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 3 % 8. 2 % 5. 5 % 92 0 92 0 92 2 922 92 3 . 7 92 2 . 8 923.7 919 . 0 919.0 91 9 . 0 91 9 . 0 CB R:918.2 CB R:919.6 CB R:918.2 CB R:920.0 CB R:920.0 CB R:921.3 CB R:921.2 CB R:919.3 CB R:919.3 CB R:919.4 CB R:919.0 CB R:918.9 CB R:919.9 CB R:919.9 CB R:921.3 CB R:921.3 CB R:921.4 CB R:921.0 CB R:918.7 CB R:918.7 FES I:916.0FES I:917.0 FES I:917.0 FES I:912.4 FES I:912.4 FES I:916.00 E.O.F. 919.5 E.O.F. 914.5 E.O.F. 918.9 E.O.F. 922.3 1 4 2 3 125242322212019 17 18 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SOGSOGSOGSOGSOGSOGSOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOGSOGSOGSOGSOGSOGSOGSOGSOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG SOG FFE: 921.5FFE : 921.7FFE : 922.0FFE : 922.2FFE : 922.5FFE : 922.7FFE : 923.0FFE : 923.3FFE : 923.3 FFE : 921.8 FFE : 922.2FFE : 922.5 FFE : 923.3 FFE : 923.3 FFE : 924.0 FFE : 922.8 FFE : 922.5 FFE : 922.3 FFE : 922.0 FFE : 921.8 FFE : 921.5 FFE: 922.1FFE : 922.4FFE : 922.7FFE : 923.0FFE : 922.33FFE : 923.6FFE : 923.9FFE : 924.2FFE : 924.5FFE : 924.5 FFE : 922.9FFE : 923.2FFE : 923.4FFE : 923.7FFE : 924.0FFE : 924.3FFE : 924.6 FFE : 925.3 FFE : 925.6 FFE : 925.6 FFE : 925.4 FFE : 925.1 FFE : 925.0 FFE : 924.7 FFE : 924.5 FFE : 924.2 FFE : 923.2 FFE : 922.8 FFE : 922.7 FFE : 922.8 FFE : 923.6 FFE : 924.0 216TH STREET WEST EC L I S P E S T R E E T 217TH STREET WEST SPRUCE STREET PI L O T K N O B R O A D EL L S W O R T H W A Y POND 1.2P NWL:916.0 HWL:918.50 INFILTRATION BASIN 3P BOTTOM:911.4 HWL:914.69 INFILTRATION BASIN 2P BOTTOM:916.4 HWL:917.76 POND 1.1P NWL:917.0 HWL:919.07 FOREBAY FFE : 922.8 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. GRADING PLAN FARMINGTON MINNESOTA 7.2 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC THE LOWEST FLOOR ELEVATION OF A STRUCTURE THAT ADJOINS A POND MUST BE A MINIMUM OF 2 FEET ABOVE THE CALCULATED 100-YEAR HWL OR 1 FOOT ABOVE THE EOF, WHICHEVER CRITERIA LEADS TO A HIGHER ELEVATION. FRONT SETBACK 20 FEET CORNER SIDE SETBACK 20 FEET SIDE YARD SETBACK 5 FEET REAR YARD SETBACK 20 FEET Pa g e 7 2 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.0 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H D E T A I L 8 . 0 . d w g , 4 / 1 6 / 2 0 2 5 3 : 4 2 : 5 6 P M Pa g e 7 3 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.1 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 4 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.2 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 5 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.3 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 6 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.4 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 7 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.5 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 8 o f 1 1 9 REQUIRED AT ALL FES AND STRUCTURES ALONG THE RUN FROM CB-169 TO EX CB DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.6 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Pa g e 7 9 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.7 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H D E T A I L 8 . 7 . d w g , 4 / 1 6 / 2 0 2 5 3 : 4 8 : 4 4 P M Pa g e 8 0 o f 1 1 9 3" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)(SPNWB330B)(2360) BITUMINOUS PAVEMENT SECTION PILOT KNOB ROAD (INSET A) 1. On site silt material shall not be used as fill within the top 2 feet of the pavement subgrade and will be removed if already present within that zone. 2.Fill in the upper 3 feet of pavement subgrade shall be compacted to 100% of standard Proctor density. 95% below that depth. 3. After removal of strippings / topsoil, natural soils that may be present in the upper 2 feet of the pavement subgrade shall be scarified and compacted to 100%. 4. A test roll of subgrade is required and shall be observed by the Engineer and Soils Engineer. 2 TYPE SP 12.5 WEARING COURSE MIXTURE(3,C) (SPWEB340C) (2360) BITUMINOUS TACK COAT (INCIDENTAL) 8" AGGREGATE BASE (CV), CLASS5(2211) 24" SELECT GRANULAR EMBANKMENT(2106) SUBGRADE PREPERATION (INCIDENTAL) ℄ SEE INSET A COMPACTED SUBGRADE BOTTOM OF CLASS 5 2.0%2.0% 2.0% 19.0017.50 STREET SECTION (PILOT KNOB ROAD) STA 8+25 THRU 13+25 B6-18 CURB 1.0 2 2' SHOULDER 4:1 4:1 10' WIDE BIT. TRAIL ℄ SEE INSET A COMPACTED SUBGRADE BOTTOM OF CLASS 5 2.0%2.0% 2.0% 19.0017.50 STREET SECTION (PILOT KNOB ROAD) STA 13+25 THRU 18+25 B6-18 CURB 1.0 2 2' SHOULDER 4:1 4:1 4:1 4:1 10' WIDE BIT. TRAIL ℄ SEE INSET A COMPACTED SUBGRADE BOTTOM OF CLASS 5 2.0%2.0% 2.0% 19.00VARIES STREET SECTION (PILOT KNOB ROAD) STA 18+25 THRU 22+00 B6-18 CURB 1.0 2 2' SHOULDER 4:1 4:1 4:1 4:1 10' WIDE BIT. TRAIL ℄SEE INSET ACOMPACTED SUBGRADE BOTTOM OF CLASS 5 2.0% 2.0%2.0% 41.3422.67 STREET SECTION (PILOT KNOB ROAD) STA 22+00 THRU 25+00 B6-18 CURB 1.0 2 2' SHOULDER 4:1 4:1 4:1 4:1 10' WIDE BIT. TRAIL 5 B6-18 CURB B6-18 CURB DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 8.8 1 PM 3/6/2025 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H D E T A I L 8 . 7 . d w g , 4 / 1 6 / 2 0 2 5 3 : 4 8 : 5 7 P M Pa g e 8 1 o f 1 1 9 POST TR A F F I C S I G N A L TR A F F I C S I G N A L TR A F F I C S I G N A L POST POST POST POST POST POST POST TRAFFIC SIGNAL TRAFFIC SIGNAL PI L O T K N O B R O A D COUNTY RAOD 50 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EROSION CONTROL & SEEDING PLAN FARMINGTON MINNESOTA 9.0 1 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC DENOTES ROCK CONSTRUCTION ENTRANCE DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & BLANKET CAT. 0 DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & MULCH DENOTES MNDOT SEED MIX 33-261 @ 35 LBS/AC DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE 1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BE CONSTRUCTED AT A MINIMUM OF 2% GRADE. 2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THE CITY STANDARDS. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE. 3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION. 4. STOCKPILES SHALL BE PROTECTED WITH PERIMETER CONTROL BMPS (SILT FENCE OR EQUIVALENT). 5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE WORK. 6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY WITH THE NPDES PERMIT AND SHALL SUBMIT A CONSTRUCTION PHASING PLAN, INCLUDING BUT NOT LIMITED TO DEWATERING OPERATIONS. 7. EROSION CONTROL DEVICE LOCATIONS AND TIMING SUBJECT TO CONSTRUCTION PHASING. INSTALL DITCH CHECKS AS PER THE NPDES PERMIT. 8. INLET PROTECTION SHALL BE INSTALLED ACCORDING TO THE NPDES PERMIT THROUGHOUT CONSTRUCTION. 9.SITE SHALL BE SEEDED AND MULCHED ACCORDING TO THE CONSTRUCTION STAGING NOTES. 10.INSTALLATION SCHEDULE SHALL COMPLY WITH THE NPDES PERMIT SECTION 8.1 - EROSION PREVENTION PRACTICES, 9.1 SEDIMENT CONTROL PRACTICES, AND SECTION 3 (EROSION AND SEDIMENTCONTROL) OF THE CITY'S DESIGN CRITERIA. 11.SLOPES GREATER THAN OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROL BEST MANAGEMENT PRACTICES INSTALLED IMMEDIATELY AFTER FINISHED GRADE. INSTALL MNDOT CAT. 25 EROSION CONTROL BLANKET ON STEEP SLOPES AND SWALES. 12.INFILTRATION BASIN AND/OR SWALES SHALL BE PROTECTED AFTER CONSTRUCTED. 13.PERIMETER/ DOWNGRADIENT SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHOULD BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK. CONSTRUCTION STAGING: Stage 1: ·Remove vegetation as necessary to construct perimeter controls. ·Place perimeter sediment controls. Provide redundant (double) perimeter sediment controls (per NPDES 9.17) with at least 5' apart. ·Install and maintain a vehicle tracking BMP (NPDES Sec.9.1). Stage 2: ·Construct roads and site grading and follow the NPDES permit requirements. ·NPDES Section 8.4: Must stabilize all exposed soil areas, including stockpiles. Stabilization must be initiated immediately to limit soil erosion when construction activity has permanently or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization must be completed no later than 14 calendar days after the construction activity has ceased. Stabilization is not required on temporary stockpiles without significant silt, clay, or organic components (e.g., clean aggregate stockpiles, concrete stockpiles, sand stockpiles) but permittees must provide sediment controls at the base of the stockpile. ·Maintain perimeter controls. ·All disturbed areas shall have a minimum of 6" topsoil for final restoration. ·Upon completion of grading items, seed upland areas with the appropriate MnDOT Seed Mixtures. Stabilize concentrated flow areas with Erosion Control Blanket. Stabilize non-concentrated flow areas with Type 1 mulch at 2 tons/acre and disc anchor. ·Stabilize concentrated flow areas with erosion control blankets or mats according to MnDOT Spec. 3885 & 2575 and as shown on this plan. Stage 3: ·Place infiltration bench/areas planting mixture immediately after grading. ·Seed infiltration bench/areas with MnDOT Seed Mixture 33-261 @ 35 lb/acre & stabilize per stabilization plan. ·Protect infiltration bench/areas throughout the establishment period. Stage 4: ·Maintain BMPs throughout construction. ·Obtain final stabilization in areas where possible. ·Final stabilization is directed per the NPDES permit and City Standards. DENOTES INLET PROTECTION DENOTES TURF REINFORCEMENT MAT, CATEGORY 4 ESTIMATED QUANATITIES ROCK CONSTRUCTION ENTRANCE 2 MNDOT SEED MIX 25-131 & BLANKET CAT. 0 1.3 AC MNDOT SEED MIX 25-131 & MULCH 7.2 AC MNDOT SEED MIX 33-261 @ 35 LBS/AC 0.8 AC SILT FENCE 5000 LF HEAVY DUTY SILT FENCE 2710 LF INLET PROTECTION 29 TURF REINFORCEMENT MAT, CATEGORY 4 110 SQ. YD. OVERFLOW DETAIL FOR INFILTRATION BASIN 2P & 3P 3:1 3:1 BURY MAT 6'' (TYP.) TURF REINFORCEMENT MAT, CATEGORY 4 OVERLAP SEAMS 6'' 10' 2'2' G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H E R O S I O N C O N T R O L & S E E D I N G P L A N . d w g , 4 / 1 6 / 2 0 2 5 4 : 0 5 : 2 1 P M Pa g e 8 2 o f 1 1 9 1 4 125242322212019 17 18 16 15 14 13 10 11 12 13 14 15 16 17 18 19 216TH STREET WEST EC L I S P E S T R E E T SPRUCE STREET PI L O T K N O B R O A D PI L O T K N O B R O A D 918.4 914 914 918.4 918.4 916 916 918.4 914 914 917 . 0 914 917.0 91 7 . 0 91 4 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EROSION CONTROL & SEEDING PLAN FARMINGTON MINNESOTA 9.1 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC DENOTES ROCK CONSTRUCTION ENTRANCE DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & BLANKET CAT. 0 DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & MULCH DENOTES MNDOT SEED MIX 33-261 @ 35 LBS/AC DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES INLET PROTECTION DENOTES TURF REINFORCEMENT MAT, CATEGORY 4 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H E R O S I O N C O N T R O L & S E E D I N G P L A N . d w g , 4 / 1 6 / 2 0 2 5 4 : 0 5 : 3 2 P M Pa g e 8 3 o f 1 1 9 1 4 2 3 125242322212019 17 18 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 216TH STREET WEST EC L I S P E S T R E E T 217TH STREET WEST SPRUCE STREET PI L O T K N O B R O A D EL L S W O R T H W A Y 918.4 914 914 918.4 918.4 916 916 918.4 914 914 917 . 0 914 917.0 91 7 . 0 91 4 91 6 . 4 9 1 6 . 4 916.4 9 1 7 . 7 91 7 . 7 917.7 91 7 . 7 911.4 911.4 91 1 . 4 91 1 . 4 91 1 . 4 91 1 . 4 911.4 914914.2 914914.2 914914.2 91 4 91 4 . 2 912 91 4 91 2 912 914914.2 91 4 10' W I D E T R M 10' W I D E T R M DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EROSION CONTROL & SEEDING PLAN FARMINGTON MINNESOTA 9.2 1 CM 03/06/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC DENOTES ROCK CONSTRUCTION ENTRANCE DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & BLANKET CAT. 0 DENOTES MNDOT SEED MIX 25-131 @ 61 LBS/AC & MULCH DENOTES MNDOT SEED MIX 33-261 @ 35 LBS/AC DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES INLET PROTECTION DENOTES TURF REINFORCEMENT MAT, CATEGORY 4 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H E R O S I O N C O N T R O L & S E E D I N G P L A N . d w g , 4 / 1 6 / 2 0 2 5 4 : 0 5 : 4 1 P M Pa g e 8 4 o f 1 1 9 216TH STREET WEST SPRUCE STREET POST TR A F F I C S I G N A L TR A F F I C S I G N A L TR A F F I C S I G N A L POST POST POST POSTPOST TRAFFIC SIGNAL TRAFFIC SIGNAL COUNTY RAOD 50 CB 92 4 92 8 92 6 9 2 2 9 2 4 9 2 6 920 9 2 0 918 91 8 91 8 918 92 0 92 0 918 92 0 920 9 2 0 9 1 8 918 920 920 920 918 922 924 918 920 922 924 918 916 916 920 918 922 92 2 92 2 92 2 92 0 91 8 91 6 91 6 91 8 918 920 922 9 2 0 91 8 920922 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EXISTING CONDITIONS FARMINGTON MINNESOTA 10.0 1 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H E X I S T I N G C O N D I T I O N S . d w g , 4 / 1 6 / 2 0 2 5 4 : 1 4 : 4 3 P M Pa g e 8 5 o f 1 1 9 216TH STREET WEST 217TH STREET WEST SPRUCE STREET CB R:917.8 CB R:918.5 91 8 912 916 914 918 916 914918 916 914 920 9 2 2 92 2 9 2 2 92 2 918 92 4 92 8 92 6 9 2 2 9 2 4 9 2 6 920 9 2 0 918 91 8 91 8 918 92 0 91 8 9 1 8 92 0 916 916 916 920 920 918 92 0 92 2 922 922 92 2 92 2 920 9 2 0 920 9209 2 0 92 2 92 2 92 2 92 0 91 8 91 6 91 6 91 8 918 920 922 9 2 0 91 8 920922 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EXISTING CONDITIONS FARMINGTON MINNESOTA 10.1 1 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H E X I S T I N G C O N D I T I O N S . d w g , 4 / 1 6 / 2 0 2 5 4 : 1 4 : 4 9 P M Pa g e 8 6 o f 1 1 9 LPLP 1 216TH STREET W. 4 217TH STREET W. EL L S W O R T H W A Y EA T O N A V E N U E SPRUCE STREET EC K E R T W A Y EC L I S P E S T R E E T LP LP LP LP LP LP LP LP LP LP LP LP LP LPLPLP LP LP LP LP 2 3 PI L O T K N O B R O A D LP LP LP 1252423222120191718 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 OUTLOT A WETLAND BUFFER SIGN =EXISTING LIGHT POLE PROPOSED LIGHT POLE LP LP DENOTES FUTURE THRU STREET BARRICADE DENOTES PROPOSED STOP SIGN LOCATION DENOTES PROPOSED STREET SIGN SIGNAGE AND LIGHTING PLAN FARMINGTON,MINNESOTA 11.0 1 PM 3/6/2025 AS SHOWN 18723.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S I G N A G E A N D L I G H T I N G . d w g , 4 / 1 8 / 2 0 2 5 1 1 : 1 2 : 3 1 A M Pa g e 8 7 o f 1 1 9 STORMWATER POLLUTION PREVENTION PLAN FARMINGTON,MINNESOTA 12.03/6/2025 AS SHOWN 18729.03 FARMINTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Project Description Proposed improvements to this site include subdividing 27 acres into 54 single unit homes with proposed utilities. This is the fourth addition of the project and rough grading was performed in the first addition. The proposed construction activity is as shown in the final construction plans for this project include sanitary sewer, storm sewer, watermain, grading, erosion and sediment control, seeding, and final stabilization. Additional amendments will be attached to this SWPPP as necessary by the Owner or Operator. The total estimated disturbed area is 27 acres and the estimated volume of earth to be moved on the site is very minimal, estimated around 900 CY since rough grading was performed in a previous phase. Knowledgeable Person/Chain of Responsibility The Owner and Contractor is responsible for compliance with all terms and conditions of the permit. The Owner will designate a SWPPP trained designer and inspector to oversee the implementation of the SWPPP. The Operator is the Contractor hired by the Owner to construct the project. The Operator will provide a SWPPP trained installer to implement the installation, inspection and maintenance of the erosion prevention and sediment control BMPs of the SWPPP until construction is complete, the entire site has undergone final stabilization and the NOT has been submitted to the MPCA. This individual will be available to meet the MPCA on site within 72 hours upon request by the MPCA. Project Contacts Owner(s): Vita Attiva Developers, LLC 5243 217th Street West Farmington, MN 55024 Contact: Paul Whiteman, Phone Number: 612-501-5224, e-mail: whitemanp@gmail.com SWPPP Designer:Joe Maurer, PE, PMP, 952-432-3000 SWPPP Inspector: Operator: Operator's contact:________________________________ Once the identities of the responsible parties are known, the SWPPP will be amended to include this information. SWPPP Training The SWPPP has been prepared by a trained SWPPP designer. The Operator shall designate a SWPPP trained inspector and SWPPP trained installer to implement the SWPPP. Documentation of the training will be amended to this SWPPP and include the following: a.Names of the SWPPP Preparer, SWPPP Inspector, and SWPPP Installer b.Dates of training and name of instructor and entity providing the training c.Training content that is commensurate with the individuals job duties and responsibilities including the number of hours of training Stormwater Design, Calculations, and Narrative Stormwater design calculations are found in Stormwater Management Plan (as a stand alone document) for the whole development and are therefore excluded from this document. They can be available by request. Maintenance of Permanent Stormwater Systems The City of Farmington will be responsible for the long term maintenance of the constructed stormwater facilities. Timing of Installation/Construction Staging Construction is anticipated to begin in July 2023 with an anticipated street base course being construction before November 2023. Final wear course will be in 2024, dependent on building construction and city standards. Project completion is expected to be completed by 12/31/2024. The rock construction entrance and inlet protection will be constructed before any other construction activity. The Operator will sweep tracked soils on paved surfaces. Perimeter controls will be placed before land disturbing activities. Temporary sedimentation basins will be constructed immediately after perimeter controls have been placed if required. Areas of grading are clearly marked in the plans by the “CONSTRUCTION LIMITS” notation. Stockpiles will be covered or stabilized within (7) days after work has ceased. Final site stabilization of all exposed areas will be completed within (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. Construction Staging will be as follows: ·Construct rock construction entrances, if necessary. ·Install perimeter controls and protect existing structures. ·Construct temporary sedimentation basin if needed. ·Construct temporary swales as necessary to direct runoff to temporary sedimentation basin. ·Install temporary floating skimmer outlet device for temporary sedimentation basin. ·Seed and stabilize disturbed areas according to the plans. ·At completion of stage one, no runoff from disturbed areas shall exit the project site without outletting through a temporary sedimentation basin. ·Construct utilities, parking lot, and site grading. Follow the NPDES permit requirements of stabilizing areas within 14 days after completion of grading. ·Maintain perimeter controls throughout construction sequences. ·Upon completion of grading items, seed disturbed areas according to the seeding plan. ·Stabilize non-concentrated flow areas with Type 1 mulch at 2 tons/acre and disc anchor. ·Stabilize concentrated flow areas with erosion control blankets or mats according to MnDOT Spec. 3885 & 2575. SWPPP Components The erosion and sediment control plans which include the location and type of all temporary and permanent erosion prevention and sediment control BMPs along with details for the BMPs are shown in construction plans. If additional BMPs become necessary during construction, the Owners SWPPP designer will recommend and/or approve such BMPs. Specifications for SWPPP related construction are referenced in the individual plan sheets. Special Provisions, if required, will be amended. This SWPPP is part of the construction plans. Estimated Quantities Estimated quantities for erosion and sediment control items are as shown in the construction plans. Impervious Surface The pre and post construction impervious surfaces are as follows: Pre-Construction = 0 acres Post-Construction = 3.4 acres (including an estimated 2,500 sq.ft. for each lot) Site Map A site map with impervious surfaces, soil types, locations of potential pollutant generating activities, areas not to be disturbed, and buffer zones are in the construction plans. There are no steep slopes on this site. A site map with existing and final grades, including dividing lines and direction of flow for all pre and post construction stormwater runoff drainage areas located within the project limits are included with the stormwater calculations/plan. Maps of Surface Waters and Wetlands A map of all surface waters, existing wetlands, and stormwater ponds within one mile from the project boundaries that will receive stormwater from the construction site, during or after construction are as shown below. Environmentally Sensitive Areas The Vermillion River located just south of the site is an environmentally sensitive area and proper BMP's shall be utilized throughout construction. There are no proposed environmentally sensitive areas for this phase. SWPPP Amendments The SWPPP will be amended as necessary when there is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface waters or underground waters. The SWPPP may also be amended when inspections or investigations by site Owner or Operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances. Soil Types The soil types found on this site are primarily A soils. These soils may become very dusty when dry so water or other dust prevention may be required. Temporary Sedimentation Basins Temporary sedimentation basins may be required for dewatering activities dependent on-site conditions and construction phasing. If temporary sedimentation basins are used, they must have a floating skimmer type outlet. A dewatering plan including locations and phasing of the temporary sedimentation basins is to be submitted to the LGU for review and approval. The Operator will provide temporary sedimentation basins when mandated by the permit and should use them as a normal part of the grading operations when not required. Dewatering and Basin Draining Dewatering may be required and if dewatering is used, the Operator will provide a SWPPP amendment for the proposed dewatering activities. Turbid or sediment laden waters related to dewatering or basin draining will be discharged to a sedimentation basin or storage tank. The discharge from the sedimentation basin or storage tank may be released to surface waters if the water has been visually checked to ensure adequate treatment has been obtained and nuisance conditions will not result from the discharge. If discharge water contains oil or grease, an oil water separator or suitable filtration device will be used prior to discharging the water. Discharge points will be adequately protected from erosion and scour. The discharge will be dispersed over natural rock riprap, sand bags, plastic sheeting, or other accepted energy dissipation measures. All water from dewatering or basin‐draining activities will be discharged in a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland. If filters with backwash water are used, the backwash water will be hauled away for disposal, return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. The backwash water may be discharged to the sanitary sewer if permission is granted by the sanitary sewer authority. The filters and/or media should be replaced or cleaned as necessary for adequate function. Inspections and Maintenance The Operators SWPPP trained inspector will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24 hours after a rainfall event, the next inspection will be conducted within seven (7) days after the rainfall event. All inspections and maintenance conducted during construction will be recorded within 24 hours in writing and these records will be retained with the SWPPP. Records of each inspection and maintenance activity will include: a.Date and time of inspections b.Name of person(s) conducting inspections c.Findings of inspections, including the specific location where corrective actions are needed d.Corrective actions taken (including dates, times, and party completing maintenance (activities) e.Date and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours. Rainfall amounts will be obtained by a properly maintained rain gauge installed onsite, a weather station that is within 1 mile of your location or a weather reporting system that provides site specific rainfall data from radar summaries. f.If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge will be made, and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. g.Any amendments to the SWPPP proposed as a result of the inspection will be documented as required in Section 6.1 within seven (7) calendar days. Inspection Frequency Adjustment a.Where parts of the project site have permanent cover, but work remains on other parts of the site, inspections may be reduced to once per month in those areas of permanent cover. b.Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site will be inspected during non-frozen ground conditions at least once per month for a period of twelve (12) months. c.Where work has been suspended due to frozen ground conditions, the inspections may be suspended. The required inspections and maintenance schedule will begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first. Inspections and maintenance of temporary and permanent water quality management BMPs will be performed until another Permittee has obtained coverage under this Permit or the project has undergone Final Stabilization, and an NOT has been submitted to the MPCA. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures will be inspected to ensure integrity and effectiveness during all routine and post-rainfall event inspections. All nonfunctional BMPs will be repaired, replaced, or supplemented with functional BMPs by the end of the next business day after discovery. The following inspection and maintenance requirements will be complied with: a.All perimeter control devices will be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches (1/2) of the height of the device. These repairs will be made by the end of the next business day after discovery, or thereafter as soon as field conditions allow access. b.Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches (1/2) the storage volume. Drainage and removal will be completed within 72 hours of discovery, or as soon as field conditions allow access. c.Surface waters, including drainage ditches and conveyance systems, will be inspected for evidence of erosion and sediment deposition during each inspection. All deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems will be removed. Areas of exposed soil at removal locations will be re-stabilized. The removal and stabilization will take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. d.Construction site vehicle exit locations will be inspected for evidence of off site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24 hours of discovery, or if applicable, within a shorter time to comply with the permit. e.Streets and other areas adjacent to the project will be inspected for evidence of off site accumulations of sediment. If sediment is present, it must be removed in a manner and at a frequency sufficient to minimize off site impacts. All infiltration, filtration, and bioretention areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area, and that equipment is not being driven across those areas. From a one mile Impaired & Special Water Search from the MPCA website has the following results: M-049-012 & M-049 for Trout Stream. M-049-012-000.5 is a Trout Stream Tributary. There also is an unnamed creek with an EPA-approved impairment for benthic macroinvertebrates biomasses and there is a segment of the Vermillion River with benthic macroinvertebrates biomasses, dissolved oxygen, fecal coliform, fish bioassessments, mercury in fish tissue, and turbidity. This initiates the NPDES permit items 23.9, 23.10, 23.11, & 23.12 as described below. Projects discharging to trout streams must incorporate the additional best management practices (BMPs) found in items 23.9, 23.10, 23.11 and 23.12 of the permit if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the trout stream. 23.9: Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. 23.10: Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. 23.11: Permittees must include an undisturbed buffer zone of not less than 100 linear feet from a special water (not including tributaries) and must maintain this buffer zone at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. Permittees must fully document the circumstance and reasons the buffer encroachment is necessary in the SWPPP and include restoration activities. This permit allows replacement of existing impervious surface within the buffer. Permittees must minimize all potential water quality, scenic and other environmental impacts of these exceptions by the use of additional or redundant BMPs and must document this in the SWPPP for the project. 23.12: Permittees must design the permanent stormwater treatment system so the discharge from the project minimizes any increase in the temperature of trout streams resulting from the one (1) and two (2) year 24-hour precipitation events. Also, a mandatory Storm Water Pollution Prevention Plan (SWPPP) review is required by the MPCA if the project will disturb over 50 acres and has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the trout stream. Owners must submit the application for coverage and the SWPPP at least 30-days before the construction start date. The SWPPP can be attached electronically when using the online application. Final stabilization Final site stabilization methods are shown in the construction plans. Soil Management Existing topsoil will be stripped and preserved. Soil compaction will be avoided in areas not needing to be compacted, especially for the infiltration area. All areas to have vegetation re-established will receive 6” of topsoil covering. Chemical treatments No chemical treatments systems are proposed. Documentation of Infeasibility There is no infeasibility of construction foreseen for this project. There is no infeasibility associated with available right-of-way. If something changes, this swppp shall be amended. Environmental Review Stormwater Measures The one endangered species known to be within this county is the Northern Long-Eared Bat. The Northern Long-Eared Bat's roosting trees and Hibernacula's have not been found within this project site. Therefore, no additional measures are required for this project. Note that bald and golden eagles are also protected from take1 by the federal Bald and Golden Eagle Protection Act of 1940 (BGEPA) and in some situations tree clearing conducted November 1 to March 31 may conflict with eagle protections under BGEPA. If any of these species are observed to be onsite during construction, please contact the Local Governing Unit (LGU) and follow instructions for each species guidelines. Certain construction activities may be affected, especially tree clearing. There are no stormwater pollution mitigation measures identified for archeological or other required local, state or federal review conducted for the project. Karst Areas This area could be considered transition karst or active karst, but there are no known karst areas within this site. Impaired Waters and Total Maximum Daily Loads (TMDLs) The Vermillion River is a trout stream, trout steam tributary, and has impairments as described in the previous section. This initiates section 23 of the NPDES permit. Runoff does flow into the Vermillion River and extra care should be performed per the permit. G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S W P P P . d w g , 4 / 1 6 / 2 0 2 5 4 : 2 1 : 3 4 P M Pa g e 8 8 o f 1 1 9 STORMWATER POLLUTION PREVENTION PLAN FARMINGTON,MINNESOTA 12.13/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Storage, Handling, and Disposal of Construction Products, Materials, and Wastes Building products that have the potential to leach pollutants must be under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with stormwater. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum‐based products, wood preservatives, additives, curing compounds, and acids) must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. Solid waste will be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. Portable toilets will be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. Fueling and Maintenance of Equipment or Vehicles Spill Prevention and Response: Reasonable steps must be taken to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. Fueling must be done in a contained area unless infeasible. Adequate supplies must be available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. Spills must be reported and cleaned up immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. No fuel storage tanks in excess of 1000 gallons will be onsite during construction. All onsite fuel storage tanks shall have secondary protection for spills. Vehicle and Equipment Washing Washing of vehicles must be limited to a defined area of the site. Runoff from the washing area will be contained in a sediment basin or other similarly effective controls and waste from the washing activity will be properly disposed of. Soaps, detergents, or solvents must be properly stored. No engine degreasing is allowed on site. Concrete and Other Washouts Waste Effective containment must be used for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. All concrete trucks shall have a self-contained collection system for washouts and no concrete trucks will be allowed to washout onto the site. Curb machines or concrete pavers may be washed out on site provided that it is done on the road grade and no washout water leaves the road grade. Final Stabilization All disturbed areas to be re-vegetated shall receive a minimum of 6” of topsoil and be seeded according to the Seeding plan as shown in the construction plans. It is anticipated that sufficient topsoil will be obtained from excavations on-site. On-site topsoil shall be considered acceptable for re-use. If topsoil borrow is required, it shall meet the requirements of Mn/DOT 3877. All disturbed areas shall be stabilized within the time frames as specified in the NPDES Permit. Within 30 days after final site stabilization, the Owner shall submit a NOT. Final Stabilization is not complete until all of the requirements below are met: 1.All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2.The permanent stormwater management system is constructed, meets all requirements in Part III.D. of the permit and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3.All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) have been removed. BMPs designed to decompose on site (such as some compost logs) may be left in place. 4.For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished and temporary erosion protection and downgradient perimeter control has been completed and the residence has been sold to the homeowner. Additionally, the Permittee has distributed the MPCA's “Homeowner Fact Sheet” to the homeowner to inform the homeowner of the need for, and benefits of, permanent cover. 5.For construction projects on agricultural land (e.g., pipelines across crop, field pasture or range land) the disturbed land has been returned to its preconstruction agricultural use. Transfer of Ownership No transfer of ownership is anticipated for this project. If one is required, a Notice of Termination/Permit Modification Form will be used to transfer the permit. The new permittee will be responsible for all conditions of the original SWPPP. G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H S W P P P . d w g , 4 / 1 6 / 2 0 2 5 4 : 2 1 : 4 6 P M Pa g e 8 9 o f 1 1 9 HLAMBGHBTTHLBG TTHLBG HBTTHLHB HB AMBGHBTTHLBG HB TT HL BG HB TT HL AM TT TT BG HB TT HL BG TT HB HL HBTTHLAMBGHBTTHLAMHB AM TT HBBG 1 4 2 3 1252423222120191718 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 9 10 11 12 13 14 15 16 17 18 19 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 216TH STREET W. EL L S W O R T H W A Y EC L I S P E S T R E E T 217TH STREET W. SPRUCE STREET PI L O T K N O B R O A D OUTLOT A TT LANDSCAPE PLAN FARMINGTON,MINNESOTA 13.0 1 PM 3/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F O U R T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 4 T H L A N D S C A P E P L A N . d w g , 4 / 1 6 / 2 0 2 5 4 : 1 8 : 1 3 P M Pa g e 9 0 o f 1 1 9 5 8 6 7 1 4 2 3 5 8 6 7 1 4 2 3 9 9 380.00 N89°50'14"E 25 6 . 0 0 S 0 0 ° 0 9 ' 4 6 " E 380.00 N89°50'14"E 25 6 . 0 0 S 0 0 ° 0 9 ' 4 6 " E N0 ° 0 9 ' 4 6 " W 2 5 6 . 0 0 S89°50'14"W 120.00 N89°50'14"E 120.00 N0 ° 0 9 ' 4 6 " W 9 4 . 0 0 S0 ° 0 9 ' 4 6 " E 9 4 . 0 0 60.00 60.00 47 . 0 0 47 . 0 0 60.0060.00 47 . 0 0 47 . 0 0 47 . 0 0 47 . 0 0 47 . 0 0 60.00 60.00 47 . 0 0 60.0060.00 47 . 0 0 47 . 0 0 60.00 60.00 47 . 0 0 47 . 0 0 47 . 0 0 47 . 0 0 60.00 60.00 60.00 60.00 47 . 0 0 47 . 0 0 60.00 60.00 47 . 0 0 47 . 0 0 47 . 0 0 47 . 0 0 60.00 60.0060.00 60.00 47 . 0 0 47 . 0 0 47 . 0 0 60.00 47 . 0 0 60.00 60.00 60.00 47 . 0 0 47 . 0 0 60.0060.00 47 . 0 0 47 . 0 0 47 . 0 0 47 . 0 0 60.0060.00 60.00 47 . 0 0 60.00 47 . 0 0 S89°50'14"W 120.00 N0 ° 0 9 ' 4 6 " W 9 4 . 0 0 N89°50'14"E 120.00 S0 ° 0 9 ' 4 6 " E 9 4 . 0 0 S0 ° 0 9 ' 4 6 " E 9 4 . 0 0 S89°50'14"W 120.00 N89°50'14"E 120.00 N0 ° 0 9 ' 4 6 " W 9 4 . 0 0 N89°50'14"E 120.00 N0 ° 0 9 ' 4 6 " W 9 4 . 0 0 S89°50'14"W 120.00 S0 ° 0 9 ' 4 6 " E 9 4 . 0 0 30.00 30.00 30.00 30.00160.00 160.00 160.00160.00 N44 ° 5 0 ' 2 9 " E 28. 2 8 S 4 5 ° 0 9 ' 3 1 " E 2 8 . 2 9 N44 ° 5 0 ' 2 9 " E 28. 2 8 S 4 5 ° 0 9 ' 3 1 " E 2 8 . 2 9 N0 ° 0 9 ' 4 6 " W 28 . 0 0 N0 ° 0 9 ' 4 6 " W 28 . 0 0 S 4 5 ° 1 0 ' 0 1 " E 2 8 . 2 8 N44 ° 4 9 ' 5 9 " E 28. 2 9 S 4 5 ° 1 0 ' 0 1 " E 2 8 . 2 8 S44 ° 4 9 ' 5 9 " W 28. 2 9 30 30 3030 1 2 DRAINAGE AND UTILITY EASEMENT OVER ALL OF LOT 9, BLOCK 1 DRAINAGE AND UTILITY EASEMENT OVER ALL OF LOT 9, BLOCK 2 EC K E R T W A Y 60 60 SOUTH LINE OF OUTLOT B, VITA ATTIVA AT SOUTH CREEK 3RD ADDITION 60 60 DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 19086, UNLESS OTHERWISE SHOWN. THE SOUTH LINE OF OUTLOT B, VITA ATTIVA AT SOUTH CREEK 3RD ADD HAS AN ASSUMED BEARING OF N9°50'15"E NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 19086. KNOW ALL PERSONS BY THESE PRESENTS: That CC Vita Attiva, LLC, a Delaware Limited Liability Company, owner of the following described property situated in the County of Dakota, State of Minnesota to wit: Outlot B, VITA ATTIVA AT SOUTH CREEK THIRD ADDITION, according to the recorded plat thereof, Has caused the same to be surveyed and platted as VITA ATTIVA AT SOUTH CREEK FIFTH ADDITION and does hereby dedicate to the public, for public use, the public way and also dedicates the drainage and utility easements as shown on this plat. In witness whereof said CC Vita Attiva, LLC, a Delaware Limited Liability Company has caused these present to be signed by its proper officer this __________ day of ________________________, 20 _______. By: VAD EQMBR I LLC, a Minnesota Limited Liability Company Manager By: _____________________________________ Paul D, Whiteman, President / Manager STATE OF MINNESOTA COUNTY OF____________________ The foregoing instrument was acknowledged before me this ________ day of ________________________, 20 ________ by Paul D. Whiteman, President of VAD EQMBR I LLC, a Minnesota Limited Liability Company, the Manager of CC Vita Attiva, LLC, a Delaware Limited Liability Company, on behalf of the limited liability company. Signed _____________________________________________ Printed _____________________________________________ Notary Public, _______________ County, Minnesota My Commission Expires _______________________ I, Russell P. Damlo, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ________ day of ____________________, 20 ____. ____________________________________ Russell P. Damlo, Land Surveyor Minnesota License No. 19086 STATE OF MINNESOTA COUNTY OF____________________ The foregoing instrument was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086. ____________________________________________ Signed ____________________________________________ Printed Notary Public, ________________ County, Minnesota My Commission Expires ________________________ PLANNING COMMISION, CITY OF FARMINGTON, MINNESOTA Approved by the planning Commission of the City of Farmington, Minnesota on this ________ day of __________________, 20 ________. __________________________________________ Chair CITY COUNCIL, CITY OF FARMINGTON, MINNESOTA This plat was approved by the City Council of the City of Farmington, Minnesota this ____________ day of _____________________, 20 _________, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. __________________________________________ Mayor COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of ____________________, 20 ______. _______________________________________ Todd B. Tollefson Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 _______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered on this ________ day of ______________________, 20 _____. _____________________________________ Amy A. Koethe Director Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of VITA ATTIVA AT SOUTH CREEK FIFTH ADDITION was filed in the office of the County Recorder for public record on this _______ day of ____________________, 20 _____, at _____ o'clock _____. M., and was duly filed in Book _________________________ of Plats, Page _______________________, as Document Number _________________________. ___________________________________________ Amy A. Koethe County Recorder VICINITY MAP 217TH ST. W. 216TH ST. W. EA T O N AV E N U E C.S.A.H. 50 Pa g e 9 1 o f 1 1 9 C.S.A.H. 50 (212TH STREET WEST) EA T O N A V E N U E 216TH STREET WEST 217TH STREET WEST SPURCE STREETPI L O T K N O B R O A D PI L O T K N O B R O A D EL L S W O R T H W A Y EC L I P S E S T . EA T O N A V E N U E EC K E R T W A Y BM #2 BM #1 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. COVER SHEET FARMINGTON MINNESOTA 1.0CM3/6/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NO.DATE REVISION SHEETS PLAN SHEET INDEX COVER SHEET 1.0 UTILITY LAYOUT 2.0 UTILITY NOTES 3.0 SANITARY SEWER/ WATERMAIN 4.0 ECKERT WAY 4.1 NORTH 4.2 MIDDLE 4.3 SOUTH 4.4 EAST 4.5 WEST STREET PLANS 5.0 ECKERT WAY GRADING PLAN 6.0 DETAILS 7.0-7.4 EROSION CONTROL/SEEDING PLAN 8.0 EXISTING CONDITIONS 9.0 SWPPP 10.0-10.1 CONSTRUCTION PLANS FOR: GRADING, SANITARY SEWER, WATER MAIN, STORM SEWER, STREETS AND DETAILS. FOR: VITA ATTIVA AT SOUTH CREEK FIFTH ADDITION BENCHMARKS: #1:TNH = 920.11 #2:TNH = 921.56 DRAFTPa g e 9 2 o f 1 1 9 1 2 216TH STREET W. 217TH STREET W. EC K E R T W A Y CO CO CO CO CO CO CO COCO CO CO CO CO-6 CO-1 CO-2 CO-5 CO-4 CO-9 CO-10 CO-116X6 TEE6X6 TEE CO-8 CO-7 CO-126X6 TEE 6X6 TEE EX STM EX CB EX CB EXMH EXMH EX CBEX CB EX CB EX CB EX CB EX CB EX CBEX CB EXMHEXMH EX CB 6" PVC 6" P V C 6" PVC 6" P V C 6" PVC 6" PVC 6" P V C 6" P V C 6" P V C 6 " P V C 6" PVC 6" PVC 6" P V C 6" P V C 6" PVC C900 6" PVC C9006" PVC C9006" PVC C900 8" P V C C 9 0 0 8" P V C C 9 0 0 6" P V C C 9 0 0 6" PVC C900 6" PVC C900 6" PVC C900 6" PVC C900 6" PVC C900 6" PVC C900 CyCO-3 EX CB 8 7 65 4 3 21 8 7 65 4 3 21 9 9 EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK PR O P O S E D C O N C R E T E S I D E W A L K CONNECT TO EXISTING 6" PVC SANITARY CONNECT TO EXISTING 6" PVC SANITARY CONNECT TO EXISTING CONNECT TO EXISTING 6" P V C C 9 0 0 8" P V C C 9 0 0 EX 8" GV AND PLUG EX 8" GV AND PLUG EX I S T I N G 6 " PV C S A N I T A R Y EX I S T I N G 6 " PV C S A N I T A R Y DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. UTILITY LAYOUT FARMINGTON,MINNESOTA 2.0CM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 3 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. UTILITY NOTES FARMINGTON MINNESOTA 3.0CM03/06/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC UTILITY AND SERVICE NOTES: 1.SANITARY SEWER PIPE SHALL BE PVC SDR-35 FOR DEPTHS OF 8' TO 16' AND PVC SDR-26 FOR DEPTHS BETWEEN 16' TO 26'. 2.SANITARY SEWER SERVICE PIPE AND RISER SHALL BE 4" PVC, SCHEDULE 40. 3.ALL SANITARY WYE STATIONS ARE FROM DOWNSTREAM MH. 4.MINIMUM GRADE FOR SANITARY SEWER SERVICE SHALL BE NO LESS THAN 2%. 5.MAXIMUM DEPTH OF SANITARY SEWER SERVICE 1' IN FROM EASEMENT SHALL BE 10 FEET. 6.SS INV. IS TO THE INVERT OF THE SANITARY PIPE AT THE PROPERTY LINE. 7.EXTEND VERTICAL RISER AT THE END OF THE SANITARY SEWER TO WITHIN 5FT OF FINISH GRADE OR ABOVE ANY ENCOUNTERED GROUND WATER, WHICHEVER IS HIGHER. 8.WATERMAIN SHALL BE 8" PVC C900 PIPE DR-18 UNLESS OTHERWISE NOTED WITH TRACER WIRE. 9.ALL WATERMAIN MINIMUM DEPTH SHALL BE A MINIMUM OF 7.5' TO TOP OF PIPE. 10.WATER SERVICE SHALL BE 1.5" PE WATER SERVICE GRADE PE-4710 COPPER TUBE SIZE. 11.DEWATER AS NECESSARY FOR PIPE INSTALLATION. CONTRACTOR SHALL PROVIDE DEWATERING PLAN AND OBTAIN PERMITS AS NEEDED. 12.TRACER WIRE WILL COMPLY WITH MN RURAL WATER TRACER WIRE SPECIFICATION. 13.SEWER AND WATER STAMPS ARE REQUIRED IN THE CURB ABOVE THE RESPECTIVE SERVICES. 14.HYDRANTS SHALL BE LOCATED 3.5 FT. BEHIND CURB UNLESS OTHERWISE NOTED 15.TWO HYDRANT FLAGS ARE TO BE SUPPLIED, ONE INSTALLED AND ONE SUPPLIED TO THE CITY. GENERAL CONSTRUCTION NOTES: 1.ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS, DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. 2.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION TO VERIFY, IN THE FIELD, ALL EXISTING AND UNDERGROUND UTILITIES ADJACENT TO THE PROJECT, AND BE RESPONSIBLE FOR PROTECTION OF THE SAME. 3.THE CONTRACTOR SHALL BEWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL EXCAVATE AROUND UTILITIES TO DETERMINE ELEVATION AND LOCATION BEFORE BEGINNING CONSTRUCTION. 4.THE CONTRACTOR SHALL VERIFY A MINIMUM OF 18" SEPARATION FROM WATER MAIN AND SERVICES TO STORM SEWER PIPE. STREET NOTES 1.SURMOUNTABLE CURB AND GUTTER PER CITY DETAIL STR-01 SHALL BE USED FOR ALL CURB WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITIES AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Know what'sbelow. before you dig.Call G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H U T I L I T Y N O T E S . d w g , 3 / 7 / 2 0 2 5 3 : 0 0 : 2 4 P M Pa g e 9 4 o f 1 1 9 0 1 2 3 CO CO CO CO 2 2 2 2 21 6 T H S T R E E T W . 21 7 T H S T R E E T W . ECKERT WAY 0 0 1 2 8 X 6 CROSS 8 5 4 1 8 X 6 CROSS EX. 8" GV EX. 8" GV 6" GV 6" GV6" GV 6" GV6" GV 6" GV CONNECT TO EXISTING 8" PVC WATERMAIN 8" PVC C900 DR18 WM 8" PVC C900 DR18 WM CONNECT TO EXISTING 8" PVC WATERMAIN8"X6" TEE ECKERT WAY 900 905 910 915 920 925 900 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 4+00 8 X 6 CROSS TOP WM PIPE ELEV = 907.5 FINAL GRADE CONNECT TO EX. WATERMAIN WITH GV. CONNECT TO EX. WATERMAIN WITH GV. 8 X 6 CROSS 8 X 6 CROSS EX. 8" GV EX. 8" GV CONTRACTOR TO TEST AGAINST EX. GV CONTRACTOR TO TEST AGAINST EX GV TOP WM PIPE ELEV = 907.4 TOP WM PIPE ELEV = 906.9 TOP WM PIPE ELEV = 905.7 TOP WM PIPE ELEV = 905.0 TOP WM PIPE ELEV = 905.0 TOP WM PIPE ELEV = 906.6 TOP WM PIPE ELEV = 907.5 TOP WM PIPE ELEV = 907.6 LOWER WATERMAIN EX 24'' RCP IE=909.5± EX 12'' RCP IE=910.7± EX 24'' RCP IE=909.4± DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ECKERT WAY WATERMAIN FARMINGTON,MINNESOTA 4.0PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 5 o f 1 1 9 6" PVC SANITARY 3 CO CO COCO 0 1 2 3 216TH STREET W. 119'- 6" PVC C900 DR18 WM 119'- 6" PVC C900 DR18 WM 94 ' - 8 " P V C C 9 0 0 D R 1 8 W M 8' - 6 " P V C C 9 0 0 D R 1 8 W M 22'- 6 " P V C C 9 0 0 D R 1 8 W M 16'- 6" PVC C900 DR18 WM 10'- 6" PVC C900 DR18 WM 9'- 6 " P V C C 9 0 0 D R 1 8 W M 10 ' - 6 " P V C C 9 0 0 D R 1 8 W M 6"90° BEND 6"23° BEND 6"45° BEND 6"90° BEND 6"45° BEND 4' - 8 " P V C C 9 0 0 D R 1 8 W M 6"45° BEND 6" GV 6" GV EX . 8 " P V C C 9 0 0 D R 1 8 W M EX. 8" GV CO-4 CO-3 CO-9 CO-10 8 X 6 CROSS 2121 INSULATION SAN. SERVICE INSULATION SAN. SERVICE INSULATION SAN. SERVICE INSULATION SAN. SERVICE SW CS=917.4 W CS=917.3 W CS=916.6 W CS=916.5 WYE 1+04 SS INV=909.8 WYE 0+28 SS INV=909.0 WYE 0+28 SS INV=908.6 WYE 1+03 SS INV=909.3 S S S 4 10 10 4 6" PVC SANITARY NORTH SANITARY SEWER & WATERMAIN 905 910 915 920 905 910 915 920 0+50 0+00 1+00 2+00 3+00 4+00 5 F E E T 50 FEET SCALE CO-3 RIM:916.44 INV :907.94 (W) INV:907.93 (S) BLD :8.50 CO-4 RIM:917.18 INV:908.97 (E) BLD :8.21 CO-9 RIM:916.05 INV :907.53 (E) INV:907.53 (S) BLD :8.51 CO-10 RIM:916.10 INV:908.56 (W) BLD :7.54 104' - 6" PVC @ 1 . 0 0 % 103' - 6" PVC @ 1. 0 0 % 119'- 6" PVC C900 DR18 WM 119'- 6" PV C C 9 0 0 D R 1 8 W M 6" GV 6" GV 7. 5 ' M I N . FINAL GRADE MAINTAIN 18'' S E P E R A T I O N B E T W E E N WATERMAIN A N D S A N I T A R Y S E W E R S E R V I C E S MAINTAIN 18'' S E P E R A T I O N B E T W E E N WATERMAIN AN D S A N I T A R Y S E W E R S E R V I C E S 8 X 6 CROSS 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NORTH SANITARY SEWER & WATERMAIN PLAN FARMINGTON,MINNESOTA 4.1PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 6 o f 1 1 9 2 CO CO 0 1 2 3 1 2 1 1 EC K E R T W A Y CO-5 CO-11 121'- 6" PVC C900 DR18 WM 121'- 6" PVC C900 DR18 WM 94 ' - 8 " P V C C 9 0 0 D R 1 8 W M 12 0 ' - 8 " P V C C 9 0 0 D R 1 8 W M 19'- 6" PVC C900 DR18 WM39'- 6" PVC C900 DR18 WM 6" GV6" GV 8 X 6 CROSS 65 4 3 65 4 3 W CS=917.3 W CS=917.3 W CS=917.3 W CS=917.3 W CS=916.6 W CS=916.6 W CS=916.7 S WYE 1+06 SS INV=909.0 WYE 1+01 SS INV=909.0 WYE 0+30 SS INV=908.3 WYE 0+25 SS INV=908.3 WYE 0+25 SS INV=907.8 WYE 0+30 SS INV=907.4 WYE 1+06 SS INV=908.2 S S S S S S S 6" PVC SANITARY 6" PVC SANITARY 10 14 14 10 MIDDLE SANITARY SEWER & WATERMAIN 900 905 910 915 920 925 900 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 4+00 5 F E E T 50 FEET SCALE CO-5 RIM:916.78 INV:907.82 (E) BLD :8.96 CO-11 RIM:916.37 INV:907.41 (W) BLD :8.96 106' - 6" PVC @ 1 . 0 0 % 106' - 6" PVC @ 1. 0 0 % 6" PVC C900 DR 1 8 W M 6" PVC C900 DR18 WM 6" GV 6" GV FINAL GRADE MAINTAIN 18'' S E P E R A T I O N B E T W E E N WATERMAIN A N D S A N I T A R Y S E W E R S E R V I C E S MAINTAIN 18'' SEPERA T I O N B E T W E E N WATERMAIN AND SANI T A R Y S E W E R S E R V I C E S 6X6 TEE EL:906.76 EL:906.35 6X6 TEE 8 X 6 CROSS LOWER WATERMAIN DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MIDDLE SANITARY SEWER & WATERMAIN PLAN FARMINGTON,MINNESOTA 4.2PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 7 o f 1 1 9 0 CO CO CO CO CO CO 0 1 2 217TH STREET W. CO-2 CO-1 CO-8 CO-7 CO-6 CO-12 120'- 6" PVC C900 DR18 WM 118'- 6" PVC C900 DR18 WM EX . 8 " P V C C 9 0 0 D R 1 8 W M EX. 8" PVC C900 DR18 WMEX. 8" PVC C900 DR18 WM 6" GV 6" GV EX. 8" GV 8 X 6 CROSS 8 787 W CS=917.4 W CS=917.3 W CS=916.5 W CS=916.5 WYE 1+15 SS INV=908.4 WYE 0+39 SS INV=908.3 WYE 0+39 SS INV=907.5 WYE 1+13 SS INV=907.5 0 1 SS S S 6" PVC SANITARY6" PVC SANITARY6" PVC SANITARY 6" PVC SANITARY 4 5 F E E T 50 FEET SCALE SOUTH SANITARY SEWER & WATERMAIN 900 905 910 915 920 925 900 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 3+50 CO-6 RIM:917.04 INV:906.80 (E) BLD :10.24 CO-12 RIM:916.02 INV:906.38 (W) BLD :9.64 115' - 6" PVC @ 1 . 0 0 % 113' - 6" PVC @ 1. 0 0 % 6" PVC C900 D R 1 8 W M 6" PVC C900 DR18 WM 6" PVC C900 D R 1 8 W M6" GV 6" GV 7. 5 ' M I N . FINAL GRADE MAINTAIN 18'' S E P E R A T I O N B E T W E E N WATERMAIN A N D S A N I T A R Y S E W E R S E R V I C E S MAINTAIN 18'' SEPER A T I O N B E T W E E N WATERMAIN AND SA N I T A R Y S E W E R S E R V I C E S 6X6 TEE EL:905.65 EL:905.25 6X6 TEE 8 X 6 CROSS 7. 5 ' M I N . DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SOUTH SANITARY SEWER & WATERMAIN PLAN FARMINGTON,MINNESOTA 4.3PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 8 o f 1 1 9 0 1 2 3 CO CO CO CO 2 2 2 21 6 T H S T R E E T W . 21 7 T H S T R E E T W . ECKERT WAY 0 0 1 2 CO-9 CO-8 CO-7 CO-1 EX-MH1 EX. 8" PVC C900 DR18 WM EX . 8 " P V C C 9 0 0 D R 1 8 W M EX . 8 " P V C C 9 0 0 D R 1 8 W M 8"X8" TEE 8"X8" TEE EX . 8 " P V C C 9 0 0 D R 1 8 W M EX . 8 " P V C C 9 0 0 D R 1 8 W M 8 X 6 CROSS 8 X 6 CROSS 8 X 6 CROSS 6" GV 6" GV EX. 8" GV 6" GV 6" GV 6" GV 6" GV EXISTING DRAINT TILE SERVICE STUBS 6" PVC SANITARY 12 13 EXISTING 6" SANITATION CONNECT TO EXISTING 6" SANITARY EAST SANITARY SEWER 900 905 910 915 920 925 900 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 3+50 5 F E E T 50 FEET SCALE CO-7 RIM:915.71 INV :905.35 (NE) INV:905.35 (S) BLD :10.36 CO-8 RIM:916.40 INV :905.60 (N) INV:905.60 (SW) BLD :10.79 CO-9 RIM:916.05 INV :907.53 (E) INV:907.53 (S) BLD :8.51 118' - 6" PVC @ 1. 0 0 % 118' - 6" PVC @ 1. 0 0 % 75' - 6" PVC @ 1.0 0 % 25' - 6" PVC @ 1.00% EX. 6 " P V C 10' - 6" PVC @ 1.00% 5' - 6" PVC @ 1.00% FINAL GRADE EX. INV:905.20 EL:905.25 EL:906.35 6X6 TEE 6X6 TEE 6" P V C W M DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EAST SANITARY SEWER FARMINGTON,MINNESOTA 4.4PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 9 9 o f 1 1 9 0 1 2 3 CO CO CO CO CO CO 1 2 1 2 1 21 6 T H S T R E E T W . 21 7 T H S T R E E T W . ECKERT WAY 0 1 2 CO-3 CO-9 CO-2 CO-1 CO-8 CO-7 EX. 8" PVC C900 DR18 WM 8 X 6 CROSS EX. 8" GV 6" GV 6" GV 6" GV 6" GV EXISTING DRAINT TILE SERVICE STUBS EXISTING DRAINT TILE SERVICE STUBS 13 12 PROPOSED CONCRETE SIDEWALK 6" PVC SANITARY EXISTING 6" SANITARY CONNECT TO EXISTING 6" SANITARY WEST SANITARY SEWER 900 905 910 915 920 925 900 905 910 915 920 925 0+50 0+00 1+00 2+00 3+00 3+50 5 F E E T 50 FEET SCALE CO-1 RIM:915.78 INV :905.75 (NW) INV:905.75 (S) BLD :10.03 CO-2 RIM:916.81 INV :906.00 (N) INV:906.00 (SE) BLD :10.81 CO-3 RIM:916.44 INV :907.94 (W) INV:907.93 (S) BLD :8.50 118' - 6" PVC @ 1 . 0 0 % 75' - 6" PVC @ 1.0 0 % 25' - 6" PVC @ 1.00% 10' - 6" PVC @ 1.00% 5' - 6" PVC @ 1.00% EX. 6 " P V C 6X6 TEE 6X6 TEE EX. INV:905.60 EL:905.65 EL:906.76 FINAL GRADE CONNECT TO EX. SANITARY SEWER FIELD VERIFY EX. STUB ELEV. 6" P V C W M DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. WEST SANITARY SEWER FARMINGTON,MINNESOTA 4.5PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC NOT FOR CONSTRUCTION SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 1 0 0 o f 1 1 9 0+00 1+00 2+00 3+00 21 6 T H S T R E E T W . 21 7 T H S T R E E T W . ECKERT WAY CO CO CO CO CO CO BEGIN CURB STA:0+37 END CURB STA:2+79 SAW CUT MILL AND OVERLAY FOR STREET CONNECTION SAW CUT MILL AND OVERLAY FOR STREET CONNECTION ECKERT WAY 900 905 910 915 920 925 900 905 910 915 920 925 0.58% 0.97%-0.87% 0.79% ST A : 0 + 0 0 . 0 0 EL : 9 1 4 . 9 3 ST A : 2 + 7 8 . 5 4 EL : 9 1 5 . 1 2 ST A : 3 + 1 6 . 0 0 EL : 9 1 5 . 4 2 PVI STA= 1+50.00 PVI EL=916.24 LVC=75.00 K=41 BV C S : 1 + 1 2 . 5 0 BV C E : 9 1 5 . 8 8 EV C S : 1 + 8 7 . 5 0 EV C E : 9 1 5 . 9 1 HP STA=1+52.06 HP EL=916.07 -0+50 0+00 91 4 . 9 91 4 . 9 3 91 5 . 0 91 5 . 0 7 91 4 . 5 91 5 . 2 7 91 4 . 1 91 5 . 5 1 1+00 91 4 . 2 91 5 . 7 5 91 4 . 4 91 5 . 9 8 91 4 . 7 91 6 . 0 7 91 4 . 8 91 6 . 0 0 2+00 91 4 . 6 91 5 . 8 0 91 4 . 5 91 5 . 5 9 91 4 . 4 91 5 . 3 7 91 5 . 1 91 5 . 1 5 3+00 91 5 . 1 91 5 . 2 9 4+00 5 F E E T 50 FEET SCALE FINAL GRADE EXISTING GRADE DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ECKERT WAY STREET PLAN FARMINGTON,MINNESOTA 5.0PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE STREET NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 1 0 1 o f 1 1 9 0+ 0 0 91 4 . 9 3 1+ 0 0 91 5 . 7 5 2+ 0 0 91 5 . 8 0 3+ 0 0 91 5 . 2 9 HP : 1 + 5 2 . 0 6 El e v : 9 1 6 . 0 7 917.7 917.0 917.0 917.0917.7 917.7 917.7 917.0 916.9 916.9 916.9 916.9 916.9 916.9916.9 916.9 917.7 917.7917.7 917.7 917.6 917.6 917.6 917.6 916.8 915.4 915.2 915.2 914.9 914.6 914.3915.0915.3 915.6915.7 916.1 915.6 917.2 917.2 917.3 917.5 917.3 916.5 916.5 916.5 917.3 917.3 917.5 917.5 917.3 917.3917.2 1.0%1.0%1.0% 1. 8 % 1. 8 % 1.0%1.0% 1.0%1.0% 1.6% 4. 8 % 6. 5 % 7. 5 % 6. 3 % 916.6 916.8 916.6 916.5 916.5916.6916.8916.6 916.6 916.8 916.6 916.2 916.2 916.2 915.9 916.0 916.0 915.9 1. 8 % 0.9% 0.9% 0.9%1.0% 1.0% 1.0% 0.7%2.0% 0.9% 1. 8 % 1 2 9 216TH STREET W. 217TH STREET W. 9 EC K E R T W A Y 916.4 916.1 914.7914.8 91 8 916 91 6 914 914 9 1 6 916 9 1 6 91 6 9 1 6 914 9 1 6 91 6 916 91 8 9 1 8 91 8 916 916 9 1 6 9 1 6 9 1 6 91 6 916 916 9 1 6 916 9 1 6 91 6 916916 916 9 1 6 91 6 916 916 91 6 91 6 9 1 6 91 6 91 6 SOG SOG SOGSOG FFE:918.3 FFE:918.3 FFE:917.6 FFE:917.6 916 E.O.F. 917.0 91 7 . 4 2. 2 % 2. 2 % 2. 1 % 2. 9 % 2. 0 % 915.4 EX CB RIM:915.2 EX CB RIM:915.1 EX CB RIM:914.9 EX CB RIM:914.7 EX CB RIM:914.7 EX CB RIM:914.6 EX CB RIM:914.2 918.0 916.0 916.5 917.8 917.2 916.9 5.2% 8 7 65 4 3 21 8 7 65 4 3 21 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. GRADING PLAN FARMINGTON,MINNESOTA 6.0PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 1 0 2 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 7.0PM3/6/2025 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H D E T A I L S . d w g , 3 / 7 / 2 0 2 5 1 1 : 0 9 : 3 7 A M Pa g e 1 0 3 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 7.1PM3/6/2025 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H D E T A I L S . d w g , 3 / 7 / 2 0 2 5 1 1 : 0 9 : 4 9 A M Pa g e 1 0 4 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 7.2PM3/6/2025 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H D E T A I L S . d w g , 3 / 7 / 2 0 2 5 1 1 : 0 9 : 5 9 A M Pa g e 1 0 5 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 7.3PM3/6/2025 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H D E T A I L S . d w g , 3 / 7 / 2 0 2 5 1 1 : 1 0 : 0 9 A M Pa g e 1 0 6 o f 1 1 9 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DETAILS FARMINGTON,MINNESOTA 7.4PM2/13/2025 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H D E T A I L S . d w g , 3 / 7 / 2 0 2 5 1 1 : 1 0 : 1 9 A M Pa g e 1 0 7 o f 1 1 9 1 2 9 216TH STREET W. 217TH STREET W. 9 EC K E R T W A Y 91 8 916 91 6 914 914 9 1 6 916 9 1 6 91 6 9 1 6 914 9 1 6 91 6 916 91 8 9 1 8 91 8 916 916 9 1 6 9 1 6 9 1 6 91 6 916 916 9 1 6 916 9 1 6 91 6 916916 916 9 1 6 91 6 916 916 91 6 91 6 9 1 6 91 6 91 6 916 8 7 65 4 3 21 8 7 65 4 3 21 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EROSION CONTROL & SEEDING PLAN FARMINGTON,MINNESOTA 8.0PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC DENOTES MNDOT SEED MIX 25-131 & MULCH DENOTES SILT FENCE DENOTES INLET PROTECTION 1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BE CONSTRUCTED AT A MINIMUM OF 2% GRADE. 2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THE CITY STANDARDS. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE. 3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION. 4. STOCKPILES SHALL BE PROTECTED WITH PERIMETER CONTROL BMPS (SILT FENCE OR EQUIVALENT). 5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE WORK. 6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY WITH THE NPDES PERMIT AND SHALL SUBMIT A CONSTRUCTION PHASING PLAN, INCLUDING BUT NOT LIMITED TO DEWATERING OPERATIONS. 7. EROSION CONTROL DEVICE LOCATIONS AND TIMING SUBJECT TO CONSTRUCTION PHASING. INSTALL DITCH CHECKS AS PER THE NPDES PERMIT. 8. INLET PROTECTION SHALL BE INSTALLED ACCORDING TO THE NPDES PERMIT THROUGHOUT CONSTRUCTION. 9.SITE SHALL BE SEEDED AND MULCHED ACCORDING TO THE CONSTRUCTION STAGING NOTES. 10.INSTALLATION SCHEDULE SHALL COMPLY WITH THE NPDES PERMIT SECTION 8.1 - EROSION PREVENTION PRACTICES, 9.1 SEDIMENT CONTROL PRACTICES, AND SECTION 3 (EROSION AND SEDIMENTCONTROL) OF THE CITY'S DESIGN CRITERIA. 11.SLOPES GREATER THAN OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROL BEST MANAGEMENT PRACTICES INSTALLED IMMEDIATELY AFTER FINISHED GRADE. INSTALL MNDOT CAT. 25 EROSION CONTROL BLANKET ON STEEP SLOPES AND SWALES. 12.INFILTRATION BASIN AND/OR SWALES SHALL BE PROTECTED AFTER CONSTRUCTED. 13.PERIMETER/ DOWNGRADIENT SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHOULD BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK. CONSTRUCTION STAGING: Stage 1: ·Remove vegetation as necessary to construct perimeter controls. ·Place perimeter sediment controls. Provide redundant (double) perimeter sediment controls (per NPDES 9.17) with at least 5' apart. ·Install and maintain a vehicle tracking BMP (NPDES Sec.9.1). Stage 2: ·Construct roads and site grading and follow the NPDES permit requirements. ·NPDES Section 8.4: Must stabilize all exposed soil areas, including stockpiles. Stabilization must be initiated immediately to limit soil erosion when construction activity has permanently or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization must be completed no later than 14 calendar days after the construction activity has ceased. Stabilization is not required on temporary stockpiles without significant silt, clay, or organic components (e.g., clean aggregate stockpiles, concrete stockpiles, sand stockpiles) but permittees must provide sediment controls at the base of the stockpile. ·Maintain perimeter controls. ·All disturbed areas shall have a minimum of 6" topsoil for final restoration. ·Upon completion of grading items, seed upland areas with the appropriate MnDOT Seed Mixtures. Stabilize concentrated flow areas with Erosion Control Blanket. Stabilize non-concentrated flow areas with Type 1 mulch at 2 tons/acre and disc anchor. ·Stabilize concentrated flow areas with erosion control blankets or mats according to MnDOT Spec. 3885 & 2575 and as shown on this plan. Stage 3: ·Place infiltration bench/areas planting mixture immediately after grading. ·Seed infiltration bench/areas with MnDOT Seed Mixture 33-261 @ 35 lb/acre & stabilize per stabilization plan. ·Protect infiltration bench/areas throughout the establishment period. Stage 4: ·Maintain BMPs throughout construction. ·Obtain final stabilization in areas where possible. ·Final stabilization is directed per the NPDES permit and City Standards. DENOTES ROCK CONSTRUCTION ENTRANCE DENOTES MNDOT SEED MIX 25-131 & BLANKET CAT. 0 G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H E R O S I O N C O N T R O L S E E D I N G P L A N . d w g , 3 / 7 / 2 0 2 5 1 1 : 3 4 : 1 6 A M Pa g e 1 0 8 o f 1 1 9 216TH STREET W. 217TH STREET W. EC K E R T W A Y 91 8 916 91 6 914 914 9 1 6 916 9 1 6 91 6 9 1 6 914 9 1 6 91 6 916 91 8 9 1 8 91 8 916 916 EX CB RIM:915.2 EX CB RIM:915.1 EX CB RIM:914.9 EX CB RIM:914.7 EX CB RIM:914.7 EX CB RIM:914.6 EX CB RIM:914.2 EXISTING SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EXISTING CONDITIONS FARMINGTON,MINNESOTA 9.0PM3/7/2025 AS SHOWN 18771.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC SEE UTILITY NOTES ON SHEET 3.0 SEE DETAIL SHEETS 7.0-7.4 Pa g e 1 0 9 o f 1 1 9 STORMWATER POLLUTION PREVENTION PLAN FARMINGTON,MINNESOTA 10.03/6/2025 AS SHOWN 18771.03 FARMINTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Project Description Proposed improvements to this site include subdividing 27 acres into 54 single unit homes with proposed utilities. This is the fourth addition of the project and rough grading was performed in the first addition. The proposed construction activity is as shown in the final construction plans for this project include sanitary sewer, storm sewer, watermain, grading, erosion and sediment control, seeding, and final stabilization. Additional amendments will be attached to this SWPPP as necessary by the Owner or Operator. The total estimated disturbed area is 27 acres and the estimated volume of earth to be moved on the site is very minimal, estimated around 900 CY since rough grading was performed in a previous phase. Knowledgeable Person/Chain of Responsibility The Owner and Contractor is responsible for compliance with all terms and conditions of the permit. The Owner will designate a SWPPP trained designer and inspector to oversee the implementation of the SWPPP. The Operator is the Contractor hired by the Owner to construct the project. The Operator will provide a SWPPP trained installer to implement the installation, inspection and maintenance of the erosion prevention and sediment control BMPs of the SWPPP until construction is complete, the entire site has undergone final stabilization and the NOT has been submitted to the MPCA. This individual will be available to meet the MPCA on site within 72 hours upon request by the MPCA. Project Contacts Owner(s): Vita Attiva Developers, LLC 5243 217th Street West Farmington, MN 55024 Contact: Paul Whiteman, Phone Number: 612-501-5224, e-mail: whitemanp@gmail.com SWPPP Designer:_______________________________ SWPPP Inspector: Operator: Operator's contact:________________________________ Once the identities of the responsible parties are known, the SWPPP will be amended to include this information. SWPPP Training The SWPPP has been prepared by a trained SWPPP designer. The Operator shall designate a SWPPP trained inspector and SWPPP trained installer to implement the SWPPP. Documentation of the training will be amended to this SWPPP and include the following: a.Names of the SWPPP Preparer, SWPPP Inspector, and SWPPP Installer b.Dates of training and name of instructor and entity providing the training c.Training content that is commensurate with the individuals job duties and responsibilities including the number of hours of training Stormwater Design, Calculations, and Narrative Stormwater design calculations are found in Stormwater Management Plan (as a stand alone document) for the whole development and are therefore excluded from this document. They can be available by request. Maintenance of Permanent Stormwater Systems The City of Farmington will be responsible for the long term maintenance of the constructed stormwater facilities. Timing of Installation/Construction Staging Construction is anticipated to begin in July 2023 with an anticipated street base course being construction before November 2023. Final wear course will be in 2024, dependent on building construction and city standards. Project completion is expected to be completed by 12/31/2024. The rock construction entrance and inlet protection will be constructed before any other construction activity. The Operator will sweep tracked soils on paved surfaces. Perimeter controls will be placed before land disturbing activities. Temporary sedimentation basins will be constructed immediately after perimeter controls have been placed if required. Areas of grading are clearly marked in the plans by the “CONSTRUCTION LIMITS” notation. Stockpiles will be covered or stabilized within (7) days after work has ceased. Final site stabilization of all exposed areas will be completed within (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. Construction Staging will be as follows: ·Construct rock construction entrances, if necessary. ·Install perimeter controls and protect existing structures. ·Construct temporary sedimentation basin if needed. ·Construct temporary swales as necessary to direct runoff to temporary sedimentation basin. ·Install temporary floating skimmer outlet device for temporary sedimentation basin. ·Seed and stabilize disturbed areas according to the plans. ·At completion of stage one, no runoff from disturbed areas shall exit the project site without outletting through a temporary sedimentation basin. ·Construct utilities, parking lot, and site grading. Follow the NPDES permit requirements of stabilizing areas within 14 days after completion of grading. ·Maintain perimeter controls throughout construction sequences. ·Upon completion of grading items, seed disturbed areas according to the seeding plan. ·Stabilize non-concentrated flow areas with Type 1 mulch at 2 tons/acre and disc anchor. ·Stabilize concentrated flow areas with erosion control blankets or mats according to MnDOT Spec. 3885 & 2575. SWPPP Components The erosion and sediment control plans which include the location and type of all temporary and permanent erosion prevention and sediment control BMPs along with details for the BMPs are shown in construction plans. If additional BMPs become necessary during construction, the Owners SWPPP designer will recommend and/or approve such BMPs. Specifications for SWPPP related construction are referenced in the individual plan sheets. Special Provisions, if required, will be amended. This SWPPP is part of the construction plans. Estimated Quantities Estimated quantities for erosion and sediment control items are as shown in the construction plans. Impervious Surface The pre and post construction impervious surfaces are as follows: Pre-Construction = 0 acres Post-Construction = 3.4 acres (including an estimated 2,500 sq.ft. for each lot) Site Map A site map with impervious surfaces, soil types, locations of potential pollutant generating activities, areas not to be disturbed, and buffer zones are in the construction plans. There are no steep slopes on this site. A site map with existing and final grades, including dividing lines and direction of flow for all pre and post construction stormwater runoff drainage areas located within the project limits are included with the stormwater calculations/plan. Maps of Surface Waters and Wetlands A map of all surface waters, existing wetlands, and stormwater ponds within one mile from the project boundaries that will receive stormwater from the construction site, during or after construction are as shown below. Environmentally Sensitive Areas The Vermillion River located just south of the site is an environmentally sensitive area and proper BMP's shall be utilized throughout construction. There are no proposed environmentally sensitive areas for this phase. SWPPP Amendments The SWPPP will be amended as necessary when there is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface waters or underground waters. The SWPPP may also be amended when inspections or investigations by site Owner or Operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances. Soil Types The soil types found on this site are primarily A soils. These soils may become very dusty when dry so water or other dust prevention may be required. Temporary Sedimentation Basins Temporary sedimentation basins may be required for dewatering activities dependent on-site conditions and construction phasing. If temporary sedimentation basins are used, they must have a floating skimmer type outlet. A dewatering plan including locations and phasing of the temporary sedimentation basins is to be submitted to the LGU for review and approval. The Operator will provide temporary sedimentation basins when mandated by the permit and should use them as a normal part of the grading operations when not required. Dewatering and Basin Draining Dewatering may be required and if dewatering is used, the Operator will provide a SWPPP amendment for the proposed dewatering activities. Turbid or sediment laden waters related to dewatering or basin draining will be discharged to a sedimentation basin or storage tank. The discharge from the sedimentation basin or storage tank may be released to surface waters if the water has been visually checked to ensure adequate treatment has been obtained and nuisance conditions will not result from the discharge. If discharge water contains oil or grease, an oil water separator or suitable filtration device will be used prior to discharging the water. Discharge points will be adequately protected from erosion and scour. The discharge will be dispersed over natural rock riprap, sand bags, plastic sheeting, or other accepted energy dissipation measures. All water from dewatering or basin‐draining activities will be discharged in a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland. If filters with backwash water are used, the backwash water will be hauled away for disposal, return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. The backwash water may be discharged to the sanitary sewer if permission is granted by the sanitary sewer authority. The filters and/or media should be replaced or cleaned as necessary for adequate function. Inspections and Maintenance The Operators SWPPP trained inspector will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24 hours after a rainfall event, the next inspection will be conducted within seven (7) days after the rainfall event. All inspections and maintenance conducted during construction will be recorded within 24 hours in writing and these records will be retained with the SWPPP. Records of each inspection and maintenance activity will include: a.Date and time of inspections b.Name of person(s) conducting inspections c.Findings of inspections, including the specific location where corrective actions are needed d.Corrective actions taken (including dates, times, and party completing maintenance (activities) e.Date and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours. Rainfall amounts will be obtained by a properly maintained rain gauge installed onsite, a weather station that is within 1 mile of your location or a weather reporting system that provides site specific rainfall data from radar summaries. f.If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge will be made, and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. g.Any amendments to the SWPPP proposed as a result of the inspection will be documented as required in Section 6.1 within seven (7) calendar days. Inspection Frequency Adjustment a.Where parts of the project site have permanent cover, but work remains on other parts of the site, inspections may be reduced to once per month in those areas of permanent cover. b.Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site will be inspected during non-frozen ground conditions at least once per month for a period of twelve (12) months. c.Where work has been suspended due to frozen ground conditions, the inspections may be suspended. The required inspections and maintenance schedule will begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first. Inspections and maintenance of temporary and permanent water quality management BMPs will be performed until another Permittee has obtained coverage under this Permit or the project has undergone Final Stabilization, and an NOT has been submitted to the MPCA. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures will be inspected to ensure integrity and effectiveness during all routine and post-rainfall event inspections. All nonfunctional BMPs will be repaired, replaced, or supplemented with functional BMPs by the end of the next business day after discovery. The following inspection and maintenance requirements will be complied with: a.All perimeter control devices will be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches (1/2) of the height of the device. These repairs will be made by the end of the next business day after discovery, or thereafter as soon as field conditions allow access. b.Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches (1/2) the storage volume. Drainage and removal will be completed within 72 hours of discovery, or as soon as field conditions allow access. c.Surface waters, including drainage ditches and conveyance systems, will be inspected for evidence of erosion and sediment deposition during each inspection. All deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems will be removed. Areas of exposed soil at removal locations will be re-stabilized. The removal and stabilization will take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. d.Construction site vehicle exit locations will be inspected for evidence of off site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24 hours of discovery, or if applicable, within a shorter time to comply with the permit. e.Streets and other areas adjacent to the project will be inspected for evidence of off site accumulations of sediment. If sediment is present, it must be removed in a manner and at a frequency sufficient to minimize off site impacts. All infiltration, filtration, and bioretention areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area, and that equipment is not being driven across those areas. From a one mile Impaired & Special Water Search from the MPCA website has the following results: M-049-012 & M-049 for Trout Stream. M-049-012-000.5 is a Trout Stream Tributary. There also is an unnamed creek with an EPA-approved impairment for benthic macroinvertebrates biomasses and there is a segment of the Vermillion River with benthic macroinvertebrates biomasses, dissolved oxygen, fecal coliform, fish bioassessments, mercury in fish tissue, and turbidity. This initiates the NPDES permit items 23.9, 23.10, 23.11, & 23.12 as described below. Projects discharging to trout streams must incorporate the additional best management practices (BMPs) found in items 23.9, 23.10, 23.11 and 23.12 of the permit if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the trout stream. 23.9: Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. 23.10: Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. 23.11: Permittees must include an undisturbed buffer zone of not less than 100 linear feet from a special water (not including tributaries) and must maintain this buffer zone at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. Permittees must fully document the circumstance and reasons the buffer encroachment is necessary in the SWPPP and include restoration activities. This permit allows replacement of existing impervious surface within the buffer. Permittees must minimize all potential water quality, scenic and other environmental impacts of these exceptions by the use of additional or redundant BMPs and must document this in the SWPPP for the project. 23.12: Permittees must design the permanent stormwater treatment system so the discharge from the project minimizes any increase in the temperature of trout streams resulting from the one (1) and two (2) year 24-hour precipitation events. Also, a mandatory Storm Water Pollution Prevention Plan (SWPPP) review is required by the MPCA if the project will disturb over 50 acres and has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the trout stream. Owners must submit the application for coverage and the SWPPP at least 30-days before the construction start date. The SWPPP can be attached electronically when using the online application. Final stabilization Final site stabilization methods are shown in the construction plans. Soil Management Existing topsoil will be stripped and preserved. Soil compaction will be avoided in areas not needing to be compacted, especially for the infiltration area. All areas to have vegetation re-established will receive 6” of topsoil covering. Chemical treatments No chemical treatments systems are proposed. Documentation of Infeasibility There is no infeasibility of construction foreseen for this project. There is no infeasibility associated with available right-of-way. If something changes, this swppp shall be amended. Environmental Review Stormwater Measures The one endangered species known to be within this county is the Northern Long-Eared Bat. The Northern Long-Eared Bat's roosting trees and Hibernacula's have not been found within this project site. Therefore, no additional measures are required for this project. Note that bald and golden eagles are also protected from take1 by the federal Bald and Golden Eagle Protection Act of 1940 (BGEPA) and in some situations tree clearing conducted November 1 to March 31 may conflict with eagle protections under BGEPA. If any of these species are observed to be onsite during construction, please contact the Local Governing Unit (LGU) and follow instructions for each species guidelines. Certain construction activities may be affected, especially tree clearing. There are no stormwater pollution mitigation measures identified for archeological or other required local, state or federal review conducted for the project. Karst Areas This area could be considered transition karst or active karst, but there are no known karst areas within this site. Impaired Waters and Total Maximum Daily Loads (TMDLs) The Vermillion River is a trout stream, trout steam tributary, and has impairments as described in the previous section. This initiates section 23 of the NPDES permit. Runoff does flow into the Vermillion River and extra care should be performed per the permit. G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H S W P P P . d w g , 3 / 7 / 2 0 2 5 1 1 : 3 9 : 1 4 A M Pa g e 1 1 0 o f 1 1 9 STORMWATER POLLUTION PREVENTION PLAN FARMINGTON,MINNESOTA 10.13/6/2025 AS SHOWN 18729.03 FARMINGTON, MN 55024 5243 217TH STREET WEST VITA ATTIVA DEVELOPERS, LLC Storage, Handling, and Disposal of Construction Products, Materials, and Wastes Building products that have the potential to leach pollutants must be under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with stormwater. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum‐based products, wood preservatives, additives, curing compounds, and acids) must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. Solid waste will be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. Portable toilets will be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. Fueling and Maintenance of Equipment or Vehicles Spill Prevention and Response: Reasonable steps must be taken to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. Fueling must be done in a contained area unless infeasible. Adequate supplies must be available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. Spills must be reported and cleaned up immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. No fuel storage tanks in excess of 1000 gallons will be onsite during construction. All onsite fuel storage tanks shall have secondary protection for spills. Vehicle and Equipment Washing Washing of vehicles must be limited to a defined area of the site. Runoff from the washing area will be contained in a sediment basin or other similarly effective controls and waste from the washing activity will be properly disposed of. Soaps, detergents, or solvents must be properly stored. No engine degreasing is allowed on site. Concrete and Other Washouts Waste Effective containment must be used for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. All concrete trucks shall have a self-contained collection system for washouts and no concrete trucks will be allowed to washout onto the site. Curb machines or concrete pavers may be washed out on site provided that it is done on the road grade and no washout water leaves the road grade. Final Stabilization All disturbed areas to be re-vegetated shall receive a minimum of 6” of topsoil and be seeded according to the Seeding plan as shown in the construction plans. It is anticipated that sufficient topsoil will be obtained from excavations on-site. On-site topsoil shall be considered acceptable for re-use. If topsoil borrow is required, it shall meet the requirements of Mn/DOT 3877. All disturbed areas shall be stabilized within the time frames as specified in the NPDES Permit. Within 30 days after final site stabilization, the Owner shall submit a NOT. Final Stabilization is not complete until all of the requirements below are met: 1.All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2.The permanent stormwater management system is constructed, meets all requirements in Part III.D. of the permit and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3.All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) have been removed. BMPs designed to decompose on site (such as some compost logs) may be left in place. 4.For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished and temporary erosion protection and downgradient perimeter control has been completed and the residence has been sold to the homeowner. Additionally, the Permittee has distributed the MPCA's “Homeowner Fact Sheet” to the homeowner to inform the homeowner of the need for, and benefits of, permanent cover. 5.For construction projects on agricultural land (e.g., pipelines across crop, field pasture or range land) the disturbed land has been returned to its preconstruction agricultural use. Transfer of Ownership No transfer of ownership is anticipated for this project. If one is required, a Notice of Termination/Permit Modification Form will be used to transfer the permit. The new permittee will be responsible for all conditions of the original SWPPP. G: \ P l a t s \ D a k o t a C o u n t y \ V I T A A T T I V A A T S O U T H C R E E K F I F T H A D D I T I O N \ P L A N S \ V I T A A T T I V A A T S O U T H C R E E K 5 T H S W P P P . d w g , 3 / 7 / 2 0 2 5 1 1 : 3 9 : 0 7 A M Pa g e 1 1 1 o f 1 1 9 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Zoning Amendment Request - Barb Ackerman (Pilot Knob Properties, LLC) - 5465 212th Street W Meeting: Planning Commission - May 13 2025 INTRODUCTION: Barb Ackerman is the owner of 5465 212th Street W, which is located at the northeast intersection of Pilot Knob Road and CSAH 50 (see attached location map). The property consists of three buildings which Ms. Ackerman leases to various businesses. The property is zoned MUCI (Mixed-Use Commercial/Industrial). For the Commission's reference, I have attached the list of permitted and conditional uses within the MUCI zoning district. DISCUSSION: Ms. Ackerman has a prospective tenant that would like to utilize one of the buildings on site as an auto restoration and collision repair business. This type of use would fall under the city's zoning definition of major auto repair, which is as follows: AUTO REPAIR, MAJOR: General repair, rebuilding or reconditioning of engines, motor vehicles or trailers, including bodywork, framework, welding and major painting service Currently, major auto repair is neither a permitted or conditional use within the MUCI zoning district. To allow the prospective tenant to occupy an existing building at Ms. Ackerman's property would require an amendment to the MUCI zoning district to include auto repair, major as either a permitted or conditional use. Under the current code provisions, major auto repair is conditionally allowed in the following zoning districts:  B-2 (Downtown Business)  B-3 (General Business)  SSMU (Spruce Street Mixed-Use) - must be confined to the interior of principal building. BUDGET IMPACT: Not applicable Page 112 of 119 ACTION REQUESTED: Please discuss whether the Planning Commission would support amending Section 10-5-15: MUCI - Mixed-Use Commercial/Industrial District to allow major auto repair as either a permitted or conditional use. ATTACHMENTS: Ackerman Location Map Ackerman request MUCI code Page 113 of 119 Page 114 of 119 Page 115 of 119 Page 116 of 119 Page 117 of 119 10-5-15: MUCI - MIXED USE COMMERCIAL/INDUSTRIAL DISTRICT: (A) Purpose: The MUCI Mixed Use Commercial/Industrial District provides for the development of larger mixed business areas along major roadways, including services, offices, research laboratories, and light manufacturing uses without any exterior activities, as well as compatible commercial uses. This district is intended to be flexible to accommodate a mix of non-residential uses and development formats. (B) Bulk And Density Standards: Lot area 1 acre Lot width 100 feet Front yard setback No requirement Side yard setback No requirement Rear yard setback 20 feet Height (maximum)40 feet All standards are minimum requirements unless noted. (C) Uses: 1. Permitted: Child daycare facility, commercial. Commercial recreation, indoor. Data centers. Health clubs. Hotels. Offices. Research laboratories. Restaurants, class I, traditional. Retail sales and services. Warehousing facilities. 2. Conditional: Brewpubs. Cannabis retail. Convenience store, with gas. Dental laboratories. Grocery stores. Hotels and motels. Lower potency hemp edible retail. 5/6/25, 12:49 PM export.amlegal.com/api/export-requests/975c3304-0433-4af9-8a6d-0a55e79ed14d/download/ https://export.amlegal.com/api/export-requests/975c3304-0433-4af9-8a6d-0a55e79ed14d/download/1/2Page 118 of 119 Motels. Public utility buildings. Restaurants, class II, fast food, convenience. Restaurants, class III, with liquor service. Theaters. 3. Accessory: Parking lots. 4. Interim: Mineral extraction. (Ord. 015-712, 12-21-2015; amd. Ord. 021- 761, 8-16-2021; Ord. 2024-03, 2-20-2024; Ord. 2024-13, 12-16-2024) 5/6/25, 12:49 PM export.amlegal.com/api/export-requests/975c3304-0433-4af9-8a6d-0a55e79ed14d/download/ https://export.amlegal.com/api/export-requests/975c3304-0433-4af9-8a6d-0a55e79ed14d/download/2/2Page 119 of 119