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HomeMy WebLinkAbout06.10.25 Planning Packet Meeting Location: Farmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION Tuesday, June 10, 2025 7:00 PM Page 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. Approve Planning Commission Minutes Approve the minutes from the May 13, 2025 regular meeting. Agenda Item: Approve Planning Commission Minutes - Pdf 4 - 7 3. PUBLIC HEARINGS 4. DISCUSSION 4.1. Farmington Industrial Park 4th Addition Final Plat & Site Plan - R&L Carriers - 5260 208th Street W. Approve the following recommendations by separate motions:  Approve the attached site plan, contingent upon the following: 1. Satisfaction of all city comments in letter provided to the applicant on February 21, 2025. 2. Obtaining all necessary building and fire permits that may be required. 3. Prior to issuance of building permit, the Farmington Industrial Park 4th Addition plat must be recorded with Dakota County and certain easements must be vacated from the properties.  Recommend approval of the Farmington Industrial Park 4th Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. 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. 2. The final plat must be amended to add a signature block to the instrument of dedication for the Chair of the Planning Commission. 8 - 70 Page 1 of 197 3. The final plat must be amended to show the restricted access along the entirety of Pilot Knob Road as required by Dakota County. Agenda Item: Farmington Industrial Park 4th Addition Final Plat & Site Plan - R&L Carriers - 5260 208th Street W. - Pdf 4.2. Final Plats - Vita Attiva at South Creek Fourth and Fifth Additions 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 71 - 142 4.3. Final Plat & Final PUD - Dakota Meadows Preserve 1st Addition Recommend approval of the Dakota Meadows Preserve 1st Addition final plat and final planned unit development (Ordinance No. 2025-003) contingent upon the following, and forward that recommendation on to the City Council: 1. Construction plans must be amended to reflect the recommendation from the Parks and Recreation Commissions made at its May 14th regular meeting regarding trails and sidewalks within this development. 2. The final plat must be amended to reflect the following Street Names: 223rd Street W instead of Street A; Denmark Trail for the portion of Street B north of the intersection with Street A; Denmark Court for the cul-de-sac portion of Street B south of the intersection with Street A. 3. A development contract between the developer and City of Farmington shall be executed and security and fees paid. Submission of all other documents required under the 143 - 190 Page 2 of 197 development contract shall be required. Agenda Item: Final Plat & Final PUD - Dakota Meadows Preserve 1st Addition - Pdf 4.4. Draft Beekeeping Ordinance Discussion only. Provide feedback to staff on the revised draft ordinance including any additions or edits. If none are needed, the next step would be to schedule a public hearing for the ordinance. Agenda Item: Draft Beekeeping Ordinance - Pdf 191 - 197 5. ADJOURN Page 3 of 197 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Approve Planning Commission Minutes Meeting: Planning Commission - Jun 10 2025 INTRODUCTION: Attached, are the minutes from the May 13, 2025 regular meeting. DISCUSSION: Not applicable BUDGET IMPACT: Not applicable ACTION REQUESTED: Approve the minutes from the May 13, 2025 regular meeting. ATTACHMENTS: May 13 2025 Planning Commission Minutes Page 4 of 197 CITY OF FARMINGTON PLANNING COMMISSION MINUTES REGULAR MEETING May 13th, 2025 1. CALL TO ORDER The meeting was called to order by Chair Rotty at 7:00pm Members Present: Rotty, Windschitl, Tesky, Snobeck, Baerg Members Absent: None 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 April 8th, 2025, regular meeting. APIF MOTION CARRIED 3. PUBLIC HEARINGS 3.1 Withdrawal- CrossFit Calypso, LLC has requested a withdrawal of their Conditional Use Permit (CUP). MOTION by Windschitl, second by Tesky to close public hearing and accept withdrawal of application for Conditional Use Permit by CrossFit Calypso. APIF MOTION CARRIED 4. DISCUSSION 4.1 Site Plan Review for Commercial Daycare at 4640 Knutsen Drive. Planning Coordinator Johnson presented the request from InSite Development. • 10,000 SF commercial daycare to be located at 4604 Knutsen Drive. • Zoned SSMU (Spruce Street Mixed Use), Spruce Street Overlay District. Commercial daycares are a permitted use. • 2040 Comp Plan Designation: Commercial • Existing use: 1.37 Acres of vacant land, plates as Lot 2, Block 3 of Vermillion River Crossings Development. • Applicant received front yard setback variance (conditioned on approval of site plan) for proposed building in October 2024. Site Plan- • Lot Area - 1.37 Acres • Lot Width - 214 feet • Front yard setback – 0% (Received variance on 10/08/2024). • Side yard setback – 22 feet (east) 24 feet (west) • Rear yard setback – 82 feet • Height (max.) – 27 feet Site Details – • Access- Two access points off Knutsen Drive to provide parking lot circulation. Page 5 of 197 • Parking- Code requires 1 space per employee on max. work shift plus 1 space per 10 children. 22 employees max. with 150 children max. requires at least 37 spaces. 41 are proposed. • Exterior Lighting- Two dual mounted light poles for parking lot. Western light shows a spill light of 1.6ft candle. Per code, only a max. of 1ft candle is allowed on property lines. As a condition revised plan shall be submitted. • Landscaping- A combination of trees & shrubs is proposed along property lines, around parking lot, and in front of building. • Playground - Approx. 9,000 SF, fenced playground is proposed behind the building. Playground will be separated by age groups. • Trash Enclosure- Fenced trash enclosure is proposed on southeast corner of parking lot. • Stormwater- Runoff will be drained into the existing stormwater pond directly to east of the site. Pond was sized to accommodate runoff from site when fully developed. Elevations – • Materials: synthetic stucco, concrete base, break metal trim, asphalt roof. Commissioner Windschitl asked if the fence around the playground will connect to the building. Cyrus Amani from Insight stated it will be attached but has not been finalized. Commissioner Baerg asked about the traffic flow in and out with how busy that street is. Planning Coordinator Johnson answered that engineering and fire have reviewed and approved. Chair Rotty asked what their timeline is for starting. Mr. Amani said starting construction in August 2025 and approximately 8-month timeline to completion. He then asked about the material for the playground. Mr. Amani stated it is a synthetic turf surface with some concrete. Chair Rotty asked if there is a curriculum. Mr. Amani did say that they do, and it is to prepare the children for kindergarten. MOTION by Tesky, second by Windschitl to approve the proposed site plan for the daycare center at 4640 Knutsen Drive upon satisfaction of the 5 contingencies agreed upon. APIF MOTION CARRIED 4.2 Final Plat(s) Vita Attiva at South Creek Fourth and Fifth Additions- Representative from Vita Attiva were not able to attend. Commission recommends waiting for representatives to be present before reviewing. MOTION by Windschitl, second by Baerg to table these items until the June 2025 regular Planning Commission meeting. APIF MOTION CARRIED 4.3 Zoning Amendment request- Barb Ackerman (Pilot Knob Properties, LLC.) 5465 212th St. W – Planning Manager Wippler presented the request from Barb Ackerman for property at 5465 212th St (located at northeast intersection of pilot Page 6 of 197 Knob Rd. and CSAH 50) to amend Section 10-5-15: MUCI- Mixed-Use- Commercial/Industrial District to allow major auto repair as a permitted or conditional use permit. Commissioner Windschitl asked what businesses are currently in this location. The front building was a Tax Accounting office and two buildings behind were storage buildings. His thoughts were to leave it as the currently is. Commissioner Snobeck stated he hesitates to change as it would change in all MUCI. Commissioner Baerg agreed with Commissioner Snobeck. Commissioner Tesky also agreed to keep as it is. Chair Rotty agreed with all commissioners and recommended that they do not approve changes to MUCI at this time. 5. ADJOURN MOTION by Windschitl, second by Tesky to adjourn meeting at 7:27pm. APIF MOTION CARRIED. Respectfully submitted Tony Wippler, Planning Manager Page 7 of 197 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Farmington Industrial Park 4th Addition Final Plat & Site Plan - R&L Carriers - 5260 208th Street W. Meeting: Planning Commission - Jun 10 2025 INTRODUCTION: Ramar Land Corporation (R&L Carriers) is seeking site plan approval for the expansion of a truck terminal facility within the I (Industrial) zoning district along with final plat approval of the Farmington Industrial Park 4th Addition. The subject property is addressed as 5260 208th Street W. DISCUSSION: Site Plan Ramar Land Corporation is seeking approval of a site plan for the expansion of the R&L Carriers trucking terminal located at 5260 208th Street W. The R&L Carriers operation consists of the transfer of products by loading and unloading of trucks. The subject property is zoned I (Industrial) and guided as Mixed - Use Commercial/Industrial in the 2040 Comprehensive Plan. The subject property consists of 4 parcels (2 outlots and two buildable lots). The existing R&L Carriers facility is located on one of the buildable lots and consists of a 76,230 square foot truck terminal building, a 10,029 square foot maintenance garage, and a 216 square foot fuel building along with associated parking and stormwater facilities. A truck terminal is a conditional use within the I zoning district. The Planning Commission approved a conditional use permit (CUP) for the proposed expansion on August 14, 2024. The proposed expansion consists of a 72,017 square foot terminal building addition (108 doors) to the south of the existing building, the relocation and addition of stormwater facilities to the northwest corner of the site, additional parking area to the west of the existing terminal building, and a 3,178 square foot addition to the maintenance building. Building elevations were not provided with the submittal. The applicant has indicated that the proposed expansion footprint will match similarly to the existing building height and facade. As previously indicated, the development site consists of a total of 4 parcels, 2 of which are outlots. The applicant will need to replat the 4 parcels into a singular lot, this will be made a condition of approval of the site plan. Additionally, certain drainage and utility easements that were dedicated in 2005 with the Farmington Industrial Park 3rd Addition plat will have to be vacated, this to will be a condition of approval of the site plan. The plat will have to be approved and recorded with Dakota County prior to the building permit being released for development of the site. Page 8 of 197 The site is zoned I (Industrial) and the minimum setbacks are as follows:  Front yard setback: 50 feet  Side yard setback: 25 feet  Rear yard setback: 25 feet The setbacks of the proposed expansion exceeds the minimums listed above with the closest setback being to the western property line adjacent to Pilot Knob at approximately 124 feet. A total of 317 off street parking stalls will be provided on site between the existing parking lots and the additional parking area added to the west of the existing (original) terminal building. Per code, a total of 247 off-street stalls are required based on the square footage (1 per 600 square feet of industrial use). Additionally, a total of 272 trailer parking spaces will be provided. Access to the site will remain as it exists today, with the main entrance to the site coming off of 208th Street W. A secondary entrance is located near the south east corner of the site off of 210th Street W. Farmington Industrial Park 4th Addition Final Plat The Farmington Industrial Park 4th Addition final plat consists of the replatting of Lots 1 and 2, Block 1 Farmington Industrial Park 3rd Addition, and Outlots A and B, Farmington Industrial Park 3rd Addition into one single buildable lot (Lot 1, Block 1, Farmington Industrial Park 4th Addition - see attached final plat). As previously noted, this development expansion and replatting will require the vacation of certain easements from the Farmington Industrial Park 3rd Addition (see attached vacation exhibit). A public hearing for the vacation of easements has been scheduled for the June 16, 2025 City Council meeting. Being the property to be platted is adjacent to County Road 31 (Pilot Knob Road), the Farmington Industrial Park 4th Addition plat is subject to the County's Contiguous Plat ordinance. The Dakota County Plat Commission met on May 21, 2025 to review the Farmington Industrial Park 4th Addition plat (see attached Plat Commission letter). The Plat Commission recommended approval of the plat contingent upon it being revised to show restricted access along all of Pilot Knob Road. A quit claim deed will have to be provided to Dakota County for this restricted access at time of recording the plat mylars. The final plat will have to be amended prior to recording to add a signature block for the Planning Commission Chair to the instrument of dedication. The signature block must read as follows: CITY PLANNING COMMISSION, CITY OF FARMINGTON, COUNTY OF DAKOTA, STATE OF MINNESOTA Approved by the Planning Commission of the City of Farmington, Minnesota this day of 20 . Chair BUDGET IMPACT: Not applicable Page 9 of 197 ACTION REQUESTED: Approve the following recommendations by separate motions:  Approve the attached site plan, contingent upon the following: 1. Satisfaction of all city comments in letter provided to the applicant on February 21, 2025. 2. Obtaining all necessary building and fire permits that may be required. 3. Prior to issuance of building permit, the Farmington Industrial Park 4th Addition plat must be recorded with Dakota County and certain easements must be vacated from the properties.  Recommend approval of the Farmington Industrial Park 4th Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. 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. 2. The final plat must be amended to add a signature block to the instrument of dedication for the Chair of the Planning Commission. 3. The final plat must be amended to show the restricted access along the entirety of Pilot Knob Road as required by Dakota County. ATTACHMENTS: R+L Farmington Construction Documents - signed 41786 Final Plat 2025-04-11 41786 Easement Vacation Exhibit Farmington Industrial Park 4th Addition County Plat Commission letter Page 10 of 197 SITE LOCATION208TH ST W PI L O T K N O B R O A D ED M O N T O N A V E RICHARD J. AMES CSAH 50 MEM HWY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R RAMAR LAND CORPORATION 600 GILLAM ROAD WILMINGTON, OH 45177 (800) 543-5589 EXT. 1281 CONTACT: STAN RICHARDS KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET SUITE 100 ST. PAUL, MN 55114 (651) 645-4197 CONTACT:JONATHAN COSTE, E.I. EOR:MICHAEL C. BRANDT, P.E. SURVEYOR:ENGINEER: PROJECT OWNER AND CONSULTANT INFORMATION DEVELOPER: UTILITY AND GOVERNING AGENCIES CONTACT LIST: MINNESOTA DEPARTMENT OF TRANSPORTATION (651) 296-3000 DEPARTMENT OF TRANSPORTATION EROSION CONTROL PLANNING AND ZONING DEPARTMENT FIRE MARSHAL SANITARY SEWER COMPANY WATER COMPANY FARMINGTON PUBLIC WORKS JOHN POWELL 19650 MUNICIPAL DRIVE FARMINGTON, MN 55024 (651) 280-6841 FARMINGTON, DAKOTA, MINNESOTA, 55024 5260 208TH STREET WEST CONSTRUCTION DOCUMENTS for R+L CARRIERS FARMINGTON POWER COMPANY CABLE COMPANY PHONE COMPANY GAS COMPANY EGAN, FIELD & NOWAK, INC. (EFN) 475 OLD HIGHWAY 8 NW SUITE 200 NEW BRIGHTON, MN 55112 PHONE (612) 466-3300 CONTACT: ERIC A. ROESER FARMINGTON FIRE DEPARTMENT MATTHEW PRICE 19695 MUNICIPAL DRIVE FARMINGTON, MN 55024 (651) 280-6945 CITY OF FARMINGTON EROSION CONTROL DEPARTMENT 430 THIRD STREET FARMINGTON, MN 55024 (651) 280-6800 XCEL ENERGY BUILDER'S CALL LINE (800) 628-2121 SPECTRUM CALL SUPPORT (833) 949-0036 MINNESOTA ENERGY RESOURCES 24-HOUR CUSTOMER SERVICE 1-800-889-9508 SPECTRUM CALL SUPPORT (833) 949-0036 CITY OF FARMINGTON MINNESOTA PLANNING AND ZONING TONY WIPPLER 430 THIRD STREET FARMINGTON, MN 55042 (651) 280-6822 KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED. SITE LOCATION MAP NOT TO SCALE HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 DRAWING UNITS: U.S. SURVEY FEET GEOMETRIC CONTROL NOTICE TO CONTRACTOR: ALL WORK AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARDS AND SPECIFICATIONS AS PROVIDED IN THE: FARMINGTON, MN CODE OF ORDINANCES CITY OF FARMINGTON ENGINEERING GUIDLINES CITY OF FARMINGTON STANDARD DETAIL PLATES OR THE MORE RESTRICTIVE OF ANY STANDARDS THAT CONFLICT. FARMINGTON PUBLIC WORKS JOHN POWELL 19650 MUNICIPAL DRIVE FARMINGTON, MN 55024 (651) 280-6841 NORTH CO V E R S H E E T C001 04 / 0 9 / 2 0 2 5 JA C MK B AL W Sheet List Table Sheet Title Sheet Number COVER SHEET C001 GENERAL NOTES C002 EXISTING CONDITIONS PLAN C101 EXISTING CONDITIONS PLAN C102 EXISTING CONDITIONS PLAN C103 EXISTING CONDITIONS PLAN C104 SITE DEMOLITION PLAN C105 UTILITY DEMOLITION PLAN C106 ESCP GENERAL NOTES C201 EROSION CONTROL PLAN PHASE 1 - OVERALL C211 EROSION CONTROL PLAN PHASE 1 - INSET 1 C212 EROSION CONTROL PLAN PHASE 1 - INSET 2 C213 EROSION CONTROL PLAN PHASE 1 - INSET 3 C214 EROSION CONTROL PLAN PHASE 1 - INSET 4 C215 EROSION CONTROL PLAN PHASE 2 - OVERALL C221 EROSION CONTROL PLAN PHASE 2 - INSET 1 C222 EROSION CONTROL PLAN PHASE 2 - INSET 2 C223 EROSION CONTROL PLAN PHASE 2 - INSET 3 C224 EROSION CONTROL PLAN PHASE 2 - INSET 4 C225 EROSION CONTROL DETAILS C231 EROSION CONTROL DETAILS C232 SWPPP NOTES C233 SITE PLAN - OVERALL C301 SITE PLAN - INSET 1 C302 SITE PLAN - INSET 2 C303 SITE PLAN - INSET 3 C304 SITE PLAN - INSET 4 C305 GRADING & DRAINAGE PLAN - OVERALL C401 GRADING & DRAINAGE PLAN - INSET 1 C402 GRADING & DRAINAGE PLAN - INSET 2 C403 GRADING & DRAINAGE PLAN - INSET 3 C404 GRADING & DRAINAGE PLAN - INSET 4 C405 STORM PROFILES C406 STORM PROFILES C407 STORM PROFILES C408 STORM PROFILES C409 STORM PROFILES C410 STORM PROFILES C411 SCM PLAN C412 SCM DETAILS C413 UTILITY PLAN - OVERALL C501 UTILITY PLAN - INSET 1 C502 UTILITY PLAN - INSET 2 C503 UTILITY PLAN - INSET 3 C504 UTILITY PLAN - INSET 4 C505 SITE DETAILS C601 SITE DETAILS C602 SITE DETAILS C603 SITE DETAILS C604 UTILITY DETAILS C604 LANDSCAPE PLAN - OVERALL L100 LANDSCAPE PLAN - INSET 1 L101 LANDSCAPE PLAN - INSET 2 L102 LANDSCAPE PLAN - INSET 3 L103 LANDSCAPE PLAN - INSET 4 L104 LANDSCAPE DETAILS L200 04 / 2 5 / 2 0 2 5 . Pa g e 1 1 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE CITY OF FARMINGTON AND MINNESOTA DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MINNESOTA DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MINNESOTA DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & MINNESOTA DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER, STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: EGAN, FIELD & NOWAK, INC. ADDRESS: 475 OLD HIGHWAY 8 NW, SUITE 200, NEW BRIGHTON, MN 55112 PHONE: (612) 466-3300 DATED: 02/07/2024 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: BRAUN INTERTEC CORPORATION ADDRESS: 11001 HAMPSHIRE AVENUE SOUTH, MINNEAPOLIS, MN 55438 PHONE: 952-995-2000 DATED: 09/18/2024 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY GE N E R A L N O T E S C002 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C0 0 2 - G E N E R A L N O T E S Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 1 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 0 0 2 - G E N E R A L N O T E S . d w g 04 / 2 5 / 2 0 2 5 . Pa g e 1 2 o f 1 9 7 SHEET NUMBER KHA PROJECT 016960012 FO R R E F E R E N C E O N L Y EXISTING CONDITIONS PLAN C101 04/09/2025 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 1 - E X S T C O N D P L A N Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 1 9 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 1 - E X S T C O N D P L A N . d w g Pa g e 1 3 o f 1 9 7 SHEET NUMBER KHA PROJECT 016960012 FO R R E F E R E N C E O N L Y EXISTING CONDITIONS PLAN C102 04/09/2025 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 2 - E X S T C O N D P L A N Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 2 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 1 - E X S T C O N D P L A N . d w g Pa g e 1 4 o f 1 9 7 SHEET NUMBER KHA PROJECT 016960012 FO R R E F E R E N C E O N L Y EXISTING CONDITIONS PLAN C103 04/09/2025 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 3 - E X S T C O N D P L A N Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 2 4 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 1 - E X S T C O N D P L A N . d w g Pa g e 1 5 o f 1 9 7 SHEET NUMBER KHA PROJECT 016960012 FO R R E F E R E N C E O N L Y EXISTING CONDITIONS PLAN C104 04/09/2025 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 4 - E X S T C O N D P L A N Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 2 8 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 1 - E X S T C O N D P L A N . d w g Pa g e 1 6 o f 1 9 7 NOTE TO CONTRACTOR ALERT TO CONTRACTOR: CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, CURB AND GUTTER, ASPHALT, ETC. CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WITHIN THE LIMITS OF CONSTRUCTION / OVERALL PROJECT BOUNDARY IN ORDER TO CONSTRUCT PROPOSED IMPROVEMENTS AS SHOWN IN THESE PLANS. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. TREE PROTECTION NOTES 1.THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2.WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 3.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 5.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. SITE DEMOLITION KEY NOTE LEGEND REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING ASPHALT/CONCRETE PAVEMENT AREAS REMOVE EXISTING GRAVEL AREAS EXISTING POND TO BE ABANDONED AND BACKFILLED EXISTING CULTIVATED AREA TO BE REMOVED EXISTING SITE FENCE TO BE REMOVED EXISTING MAILBOX TO BE RELOCATED. SEE SITE PLANS FOR INFORMATION. EXISTING SIGN TO BE REMOVED AND REPLACED EXISTING GUARD SHACK TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING BOLLARDS TO BE REMOVED A B C D E F G H I J K POND POND 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 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 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 X X X X X X X X X X X X X X X X X X X X X X X A A A B B C C D D D E E E E F F F F F B X X X X X X XX X X X X X X X X X XXXX X X X X X X X XXX X X X X X X X X X X X X X XX X X X X XX X X X X X X X X X X X X X B X X X X A A A A A A F AA G H I XX 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 X X X X X X X X X X X X X X X X X XXXX X X X X XX X X X X X X X X X X X X X X X X X X X X X X X F F B C J B X XX X A K DEMOLITION LEGEND X X X X X X X LOD EXISTING LINEAR ITEM TO BE REMOVED SAWCUT A CLEAN EDGE LIMITS OF DISTURBANCE (LOD) EXISTING ITEM TO BE REMOVED CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 5 S I T E D E M O Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 4 3 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 5 - D E M O . d w g SI T E DE M O L I T I O N PL A N C105 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 04 / 2 5 / 2 0 2 5 . Pa g e 1 7 o f 1 9 7 NOTE TO CONTRACTOR ALERT TO CONTRACTOR: CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, CURB AND GUTTER, ASPHALT, ETC. CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WITHIN THE LIMITS OF CONSTRUCTION / OVERALL PROJECT BOUNDARY IN ORDER TO CONSTRUCT PROPOSED IMPROVEMENTS AS SHOWN IN THESE PLANS. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. TREE PROTECTION NOTES 1.THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2.WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 3.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 5.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. POND POND Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 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 X X X X X X X X X X X X X X X X X X X X X A A B B B D C D C C E D C C B A B E D F F F B B A B B X X X X X X X X X X X X X X X X X X X X B A B X X X X X X X X A D G G G B F F X X X X X X X X F H WATERLINE TO BE PROTECTED IN PLACE. CONTRACTOR TO ENSURE 7.5' OF COVER IS MAINTAINED THROUGHOUT CONSTRUCTION AND NOTIFY ENGINEER. B X A I I I I II I I I J E UTILITY DEMOLITION KEY NOTE LEGEND EXISTING STORM SEWER PIPE TO BE REMOVED EXISTING STORM SEWER STRUCTURE TO BE REMOVED EXISTING WATER LINE TO BE REMOVED AND RELOCATED EXISTING HYDRANT LEAD TEE TO BE SALVAGED AND REINSTALLED EXISTING POWER STRUCTURE TO BE REMOVED AND RELOCATED EXISTING UNDERGROUND POWER LINE TO BE REMOVED EXISTING LIGHTPOLE TO BE REMOVED EXISTING SANITARY SEWER PIPE TO BE REMOVED EXISTING UTILITY TO BE PROTECTED EXISTING GAS METER TO BE REMOVED AND REPLACED (SEE SHEET C505) A B C D E F G H I J DEMOLITION LEGEND X X X X X X X LOD EXISTING LINEAR ITEM TO BE REMOVED SAWCUT A CLEAN EDGE LIMITS OF DISTURBANCE (LOD) EXISTING ITEM TO BE REMOVED CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C1 0 6 U T I L I T Y D E M O Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 4 4 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 5 - D E M O . d w g UT I L I T Y DE M O L I T I O N PL A N C106 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 04 / 2 5 / 2 0 2 5 . Pa g e 1 8 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 0 1 E S C P N O T E S Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 5 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 1 - E S C P P H 1 . d w g ES C P G E N E R A L NO T E S C201 04 / 0 9 / 2 0 2 5 JA C MK B AL W GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 6" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF FARMINGTON AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF ## NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF FARMINGTON ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. 04 / 2 5 / 2 0 2 5 . Pa g e 1 9 o f 1 9 7 EROSION CONTROL LEGEND PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION DITCH PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT TEMPORARY SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW TS XxX LOD XX XX > SF PF O O O XX XX Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 1 3 4 ' SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF D D DD D 913 9 1 3 9 1 4 914 91 4 914 910 909 911 9 1 2 912 91 2 912 912 912 9 1 2 91 2 912 913 913 913 91 3 913 913 913 91 5 9 1 1 912 9 1 3 913 91 4 916 917 915 916 91 7 91 2 91 3 912 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 921 9 1 5 9 2 0 9 1 4 9 1 6 9 1 7 9 1 8 9 1 9 910 911 910911 912 910 910 911 91 1 912 91 3 914 910 90 890991 1 91 1 91291291 2 912913913 91 5 911 912 913 91 4 916 91 7 91 0 91 0 90 7 90 8 90 9 91 1 91 0 91 0 915 913 91 4 910 91 0 91 1 91 0 90 9 90 8 90 7 912 91 0 SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF EXISTING GAS UTILITY EASEMENT EXISTING POND TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61 ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF 208 129 411A LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Y Y Y YYYY Y Y Y Y Y Y SEQUENCE OF CONSTRUCTION NOTES TO CONTRACTOR OUTFALLS DISTURBED AREA OUTFALL 1: EXISTING AND PROPOSED POND 1 DRAIN TO THE 208TH STREET WEST DRAINAGE SYSTEM TO THE NORTH OF THE SITE. OUTFALL 2: EXISTING AND PROPOSED POND 3 DRAIN TO THE 208TH STREET WEST DRAINAGE SYSTEM TO THE NORTH OF THE SITE. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 1 E S C P P H 1 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 9 : 5 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 1 - E S C P P H 1 . d w g NORTH ER O S I O N CO N T R O L P L A N PH A S E 1 - OV E R A L L C211 04 / 0 9 / 2 0 2 5 JA C MK B AL W 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE. 3.CONSTRUCT AND PROPOSED SEDIMENT BASIN 1 - PHASE 1 AND ASSOCIATED DIVERSIONS. 4.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 5.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 6.TEMPORARY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, IN DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY NPDES AND/ OR CITY OF FARMINGTON GRADING PERMIT. NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE BASIN QUANTITIES CUT MATERIAL 50,711 CF FILL MATERIAL 326 CF TEMPORARY SEEDING 86,105 SF JUTE NET BAFFLES 251 LF RIPRAP 50 TONS SKIMMER 1 TOTAL SITE AREA - 34.7 ACRES DISTURBED AREA - 35 ACRES EXISTING IMPERVIOUS AREA - 16.92 ACRES PROPOSED IMPERVIOUS AREA - 27.76 ACRES EXISTING PERVIOUS AREA - 17.78 ACRES PROPOSED PERVIOUS AREA - 6.94 ACRES BMP QUANTITIES HEAVY DUTY SF 2,327 LF TEMPORARY SILT FENCE 4,415 LF BIO ROLL 0 SF CONSTRUCTION ENTRANCE 2 INLET PROTECTION 13 04 / 2 5 / 2 0 2 5 . Pa g e 2 0 o f 1 9 7 EROSION CONTROL LEGEND PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION DITCH PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT TEMPORARY SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW TS XxX LOD XX XX > ////// SF PF O O O XX XX SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) 208 3. 5 7 % 1.1 6 % 35.99% 0. 0 5 % 1. 2 6 % 0. 5 8 % 1 . 4 1 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 5 9 1 4 9 1 6 9 1 7 9 1 8 910 911 910 911 912 910 910 91 1 91 2 912913913 911 912 913 91 4 912 SF SF SF SF SF SF SF SF SF SF SF SF 3. 5 7 % 1.1 6 % 35.99% 0. 0 5 % 1. 2 6 % 0. 5 8 % 1 . 4 1 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 5 9 1 4 9 1 6 9 1 7 9 1 8 910 911 910 911 912 910 910 91 1 91 2 912913913 911 912 913 91 4 912 SF SF SF SF SF SF SF SF SF SF SF SF EXISTING POND TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF PL PL SF LOD DA SF LOD DA SF PROPOSED HEAVY DUTY SILT FENCE AROUND EXISTING BASIN Y Y Y YYYY Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) 208 0. 0 5 % 0. 5 8 % 1 . 4 1 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 4 910 911 910 911 912 910 91 1 91 2 912913913 911 912 913 SF SF SF SF SF SF SF SF 0. 0 5 % 0. 5 8 % 1 . 4 1 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 4 910 911 910 911 912 910 91 1 91 2 912913913 911 912 913 SF SF SF SF SF SF SF SF EXISTING POND TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF PL PL SF LOD DA SF LOD DA SF PROPOSED HEAVY DUTY SILT FENCE AROUND EXISTING BASIN Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH ER O S I O N CO N T R O L P L A N PH A S E 1 - I N S E T 1 C212 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 2 E S C P P H 1 - I N S E T 1 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 1 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 1 2 - E S C P P H 1 - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C213 C214 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 1 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) 1.11 % 1.41% 1. 2 6 % 3 . 6 9 % 1.17 % 4. 1 5 % 4.37% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF D D DD D 910 909 911 91 2 9 1 2 91 2 912 913 91 3 91 5 9 1 1 9 1 2 9 1 3 91 4 916 917 915 916 9 1 7 91 2 91 3 910 911 91 1 912 91 3 914 910 90 8 90991 1912912 91 0 91 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 20' 1.11 % 1.41% 1. 2 6 % 3 . 6 9 % 1.17 % 4. 1 5 % 4.37% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF D D DD D 910 909 911 91 2 9 1 2 91 2 912 913 91 3 91 5 9 1 1 9 1 2 9 1 3 91 4 916 917 915 916 9 1 7 91 2 91 3 910 911 91 1 912 91 3 914 910 90 8 90991 1912912 91 0 91 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP LOD DA LOD PL SFSF EXISTING STORMWATER POND CE EXISTING TERMINAL BUILDING EXISTING STRUCTURE TO BE CONVERTED TO RISER WITH SKIMMER. CONTRACTOR TO FIELD VERIFY. 4" SKIMMER IE: 906.7' RISER ELEVATION: 908.5' CW SK IP IPIPIP LOD IP SF 75 ' EXISTING POND - PHASE 1 TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF SF PROPOSED HEAVY DUTY SILT FENCE AROUND EXISTING BASIN Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) 129 1.11 % 1.41% 0. 0 5 % 1. 2 6 % 3 . 6 9 % 1.17 % 4. 1 5 % 4.37% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF D D DD D 910 909 911 912 91 2 9 1 2 91 2 912 913 91 3 91 5 9 1 1 9 1 2 9 1 3 91 4 916 917 915 916 9 1 7 91 2 91 3 911 910 910 911 91 1 912 91 3 914 910 90 8 90991 1912912912 91 0 91 0 91 0 91 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 20' 1.11 % 1.41% 0. 0 5 % 1. 2 6 % 3 . 6 9 % 1.17 % 4. 1 5 % 4.37% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF D D DD D 910 909 911 912 91 2 9 1 2 91 2 912 913 91 3 91 5 9 1 1 9 1 2 9 1 3 91 4 916 917 915 916 9 1 7 91 2 91 3 911 910 910 911 91 1 912 91 3 914 910 90 8 90991 1912912912 91 0 91 0 91 0 91 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP LOD DA LOD PL SFSF DA EXISTING STORMWATER POND CE EXISTING TERMINAL BUILDING EXISTING STRUCTURE TO BE CONVERTED TO RISER WITH SKIMMER. CONTRACTOR TO FIELD VERIFY. 4" SKIMMER IE: 906.7' RISER ELEVATION: 908.5' CW SK IP IPIPIP LOD IP SF 75 ' EXISTING POND - PHASE 1 TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF SF PROPOSED HEAVY DUTY SILT FENCE AROUND EXISTING BASIN SF EROSION CONTROL LEGEND PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION DITCH PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT TEMPORARY SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW TS XxX LOD XX XX > ////// SF PF O O O XX XX SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH ER O S I O N CO N T R O L P L A N PH A S E 1 - I N S E T 2 C213 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 3 E S C P P H 1 - I N S E T 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 1 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 1 2 - E S C P P H 1 - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C212 C215 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 2 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 2. 1 3 % 0 . 5 8 % 3. 5 7 % 0.24% 1.1 4 % 1.65% 1.9 5 % 35.53% 1.1 6 % 35.99% 0.51% 0.52% SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF 913 9 1 3 9 1 4914 91 4 914 912 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 921 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 91 5 91 4 916 91 7 91 0 91 0 90 7 90 8 90 9 91 1 91 1 91 0 90 9 90 8 90 7 912 SF SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F SF SF SF GAS UTILITY EASEMENT 1 3 4 ' 2. 1 3 % 0 . 5 8 % 3. 5 7 % 0.24% 1.1 4 % 1.65% 1.9 5 % 35.53% 1.1 6 % 35.99% 0.51% 0.52% SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF 913 9 1 3 9 1 4914 91 4 914 912 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 921 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 91 5 91 4 916 91 7 91 0 91 0 90 7 90 8 90 9 91 1 91 1 91 0 90 9 90 8 90 7 912 SF SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F SF SF SF BL IP DA LOD PL SF PLSFLOD SF LOD PL DA EXISTING POND - PHASE 1 TOP OF BERM: 911' RISER ELEVATION: 906.7' BOP: 902.65' HWL: 910.32' DRAINAGE AREA: 23.61ACRES SEDIMENT STORAGE REQUIRED: 84,996 CF SEDIMENT STORAGE PROVIDED: 356,874 CF SF PROPOSED HEAVY DUTY SILT FENCE AROUND EXISTING BASIN C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 2. 1 3 % 0 . 5 8 % 3. 5 7 % 0.24% 1.1 4 % 1.65% 1.9 5 % 35.53% 1.1 6 % 35.99% 0.51% 1.30 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF 913 9 1 3 9 1 4914 91 4 914 912 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 921 9 1 5 9 2 0 9 1 4 9 1 6 9 1 7 9 1 8 9 1 9 91 5 91 4 916 91 7 91 0 91 0 90 7 90 8 90 9 91 1 91 1 91 0 90 9 90 8 90 7 912 915 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F SF SF SF GAS UTILITY EASEMENT 1 3 4 ' 2. 1 3 % 0 . 5 8 % 3. 5 7 % 0.24% 1.1 4 % 1.65% 1.9 5 % 35.53% 1.1 6 % 35.99% 0.51% 1.30 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF 913 9 1 3 9 1 4914 91 4 914 912 9 1 5 9 2 0 9 1 6 9 1 7 9 1 8 9 1 9 921 9 1 5 9 2 0 9 1 4 9 1 6 9 1 7 9 1 8 9 1 9 91 5 91 4 916 91 7 91 0 91 0 90 7 90 8 90 9 91 1 91 1 91 0 90 9 90 8 90 7 912 915 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F SF SF SF EROSION CONTROL LEGEND PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION DITCH PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT TEMPORARY SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW TS XxX LOD XX XX > ////// SF PF O O O XX XX SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH ER O S I O N CO N T R O L P L A N PH A S E 1 - I N S E T 3 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 4 E S C P P H 1 - I N S E T 3 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 1 5 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 1 2 - E S C P P H 1 - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C215 C212 MATCH LINE MA T C H L I N E C214 04 / 2 5 / 2 0 2 5 . Pa g e 2 3 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y129 1.30 % 3 . 0 8 % 2.6 6 % 1 . 6 6 % 1.18 % 1.38 % 0.90 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 2 912 91 2 912 912 913 913 913 913 913 913 915 913 91 4 910 91 0 915 915 91 0 SF SF SF 1 3 4 ' GAS UTILITY EASEMENT 1.30 % 3 . 0 8 % 2.6 6 % 1 . 6 6 % 1.18 % 1.38 % 0.90 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 2 912 91 2 912 912 913 913 913 913 913 913 915 913 91 4 910 91 0 915 915 91 0 SF SF SF DA BL LOD IP LOD PL LOD PL SF DA SF EXISTING STORMWATER POND EXISTING TERMINAL BUILDING EXISTING MAINTAINENCE BUILDING IP IP LOD OFFSET 8' FROM PROPERTY LINE FOR CLARITY SILT FENCE OFFSET 14' FROM PROPERTY LINE FOR CLARITY IP SF SF SF SF Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y 129 0.51% 1.30 % 1.11 % 3 . 0 8 % 2.6 6 % 1 . 6 6 % 1.18 % 1.38 % 0.90 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 2 912 91 2 912 912 913 913 913 913 913 913 912 90 7 90 8 915 913 91 4 910 91 0 915 915 91 0 SF SF SF SF SF SF SF SF 1 3 4 ' GAS UTILITY EASEMENT 0.51% 1.30 % 1.11 % 3 . 0 8 % 2.6 6 % 1 . 6 6 % 1.18 % 1.38 % 0.90 % 0.52% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 9 1 2 912 91 2 912 912 913 913 913 913 913 913 912 90 7 90 8 915 913 91 4 910 91 0 915 915 91 0 SF SF SF SF SF SF SF SF EROSION CONTROL LEGEND PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION DITCH PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT TEMPORARY SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW TS XxX LOD XX XX > ////// SF PF O O O XX XX SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 5 E S C P P H 1 - I N S E T 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 1 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 1 2 - E S C P P H 1 - I N S E T S . d w g NORTH ER O S I O N CO N T R O L P L A N PH A S E 1 - I N S E T 4 C215 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 1 5 E S C P P H 1 - I N S E T 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 1 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 1 2 - E S C P P H 1 - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C213 C214 MATCH LINE MA T C H L I N E MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 4 o f 1 9 7 SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes EROSION CONTROL LEGEND XxX LOD XX XX > ////// PF O O O XX XX XxX XX XX > ////// SF PF O O O XX XX PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT PERMANENT SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW PS BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE D DD CO CO CO CO CO CO CO SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SFSFSFSFSFSFSFSF SF SF SFSFSFSF Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 GAS UTILITY EASEMENT 1 3 4 ' FFE=917.55 FFE=917.55 FFE:913.10 FFE:913.10 PROPOSE POND TOP OF BERM: 909.8' RISER ELEVATION: 909' BOP: 903.25' DRAINAGE AREA: 24.47 ACRES REQUIRED SEDIMENT STORAGE = 88,092 CF PROVIDED SEDIMENT STORAGE = 379,886 CF Y Y Y YYYY Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 2 1 - E S C P P H 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 0 : 4 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 2 1 - E S C P P H 2 . d w g C221 NORTH ER O S I O N CO N T R O L P L A N PH A S E 2 - OV E R A L L 04 / 0 9 / 2 0 2 5 JA C MK B AL W NOTES TO CONTRACTOR OUTFALLS OUTFALL 1: EXISTING AND PROPOSED POND 1 DRAIN TO THE 208TH STREET WEST DRAINAGE SYSTEM TO THE NORTH OF THE SITE. OUTFALL 2: EXISTING AND PROPOSED POND 3 DRAIN TO THE 208TH STREET WEST DRAINAGE SYSTEM TO THE NORTH OF THE SITE. 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, STORM WATER BASINS, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 9.1.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 9.2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE DISTURBED AREA TOTAL SITE AREA - 34.7 ACRES DISTURBED AREA - 35 ACRES EXISTING IMPERVIOUS AREA - 16.92 ACRES PROPOSED IMPERVIOUS AREA - 27.76 ACRES EXISTING PERVIOUS AREA - 17.78 ACRES PROPOSED PERVIOUS AREA - 6.94 ACRES BASIN QUANTITIES CUT MATERIAL 81,478 CF FILL MATERIAL 22,255 CF TEMPORARY SEEDING 208,171 SF JUTE NET BAFFLES 1,169 LF RIPRAP 78 TONS SKIMMER 1 BMP QUANTITIES HEAVY DUTY SF 2,169 LF TEMPORARY SILT FENCE 8,527 LF PERMANENT SEEDING 218,094 SF CONSTRUCTION ENTRANCE 2 INLET PROTECTION 39 04 / 2 5 / 2 0 2 5 . Pa g e 2 5 o f 1 9 7 208 BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE S D E SD E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X X X X X X X X X X DE - U E DE - U E DE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE-UE D E - U E DE - U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F SF SF S F SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F SF SF S F SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F SF SFSFSFSFSFSFSFSFSFSFSF 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) PROPOSED POND TOP OF BERM: 909.8' RISER ELEVATION: 909' BOP: 903.25' DRAINAGE AREA: 24.47 ACRES REQUIRED SEDIMENT STORAGE = 88,092 CF PROVIDED SEDIMENT STORAGE = 379,886 CF Y Y Y YYYY Y Y Y Y Y Y 208 BSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 X X X X X X X X X X X X X X X X X X X X X X X X DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SFSFSFSFSFSFSFSFSFSFSF 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) PROPOSED POND TOP OF BERM: 909.8' RISER ELEVATION: 909' BOP: 903.25' DRAINAGE AREA: 24.47 ACRES REQUIRED SEDIMENT STORAGE = 88,092 CF PROVIDED SEDIMENT STORAGE = 379,886 CF PROPOSED OCS STRUCTURE TO BE USED AS A TEMPORARY RISER FOR EROSION CONTROL PURPOSES. PL PL SF LOD DA SF LOD DA IP IP JN JN SK SIZE: 4.00" JN IP IP IP PS PS PS RR #1 SF SF SF SF SF PROPOSED HEAVY DUTY SILT FENCE AROUND STORM BASIN PROPOSED HEAVY DUTY SILT FENCE AROUND STORM BASIN SF SF SF SF Y Y Y YYYY Y Y Y Y Y Y EROSION CONTROL LEGEND XxX LOD XX XX > ////// PF O O O XX XX XxX XX XX > ////// SF PF O O O XX XX PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT PERMANENT SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW PS SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 2 2 E S C P P H 2 - I N S E T 1 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 0 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 2 2 - E S C P P H 2 - I N S E T S . d w g C222 NORTH ER O S I O N CO N T R O L P L A N PH A S E 2 - I N S E T 1 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C223 C224 MATCH LINE MA T C H L I N E 1 2 3 4 04 / 2 5 / 2 0 2 5 . Pa g e 2 6 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L Y Y Y Y Y Y Y SD E S D E SD E 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 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 XX 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 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 X X DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F SF S F Y Y Y Y Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) EXISTING TERMINAL BUILDING +/ 76,230 SF EXISTING STORMWATER POND FFE=917.55 OVERFLOW EMPLOYEE PARKING AREA AND APPROXIMATELY 8 EMPLOYEE PARKING SPACES AND AREA TO BE INACCESSIBLE DURING CONSTRUCTION. IP DA LOD PL SF LOD SF IP IP IP IP IP IP IP IP IP IP IP IP PS PS IP SF LOD PL 129 BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L Y YYY Y Y Y Y Y Y Y Y Y SD E SDE SDE S D E SD E [ ] 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 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 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 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 X X X X X X X DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE DE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF S F SF SF SF S F SF SF Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) EXISTING TERMINAL BUILDING +/ 76,230 SF EXISTING STORMWATER POND FFE=917.55 EROSION CONTROL LEGEND XxX LOD XX XX > ////// PF O O O XX XX XxX XX XX > ////// SF PF O O O XX XX PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT PERMANENT SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW PS SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 2 3 E S C P P H 2 - I N S E T 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 1 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 2 2 - E S C P P H 2 - I N S E T S . d w g C223 NORTH ER O S I O N CO N T R O L P L A N PH A S E 2 - I N S E T 2 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C222 C225 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 7 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X X X X X X X DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E CO SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 GAS UTILITY EASEMENT 1 3 4 ' PROPOSED BUILDING EXPANSION FFE=917.55 DA LOD PL SF PL SF LOD DA SF LOD PL DA IP IP IP IPIP IPIPIPIP IP IP IP IP IP PL BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L BS L Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y SD E SDESDESDESDESDESDESDESDE SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 X X X X X X X X X X X X X X X DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE CO CO CO SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSF C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 GAS UTILITY EASEMENT 1 3 4 ' PROPOSED BUILDING EXPANSION FFE=917.55 DA LOD PL SF PL SF LOD DA SF LOD PL DA IP IP IP IPIP IP IPIPIPIP IP IP IP IP IP PS PL EROSION CONTROL LEGEND XxX LOD XX XX > ////// PF O O O XX XX XxX XX XX > ////// SF PF O O O XX XX PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT PERMANENT SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW PS SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 2 4 E S C P P H 2 - I N S E T 3 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 1 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 2 2 - E S C P P H 2 - I N S E T S . d w g C224 NORTH ER O S I O N CO N T R O L P L A N PH A S E 2 - I N S E T 3 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C225 C222 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 8 o f 1 9 7 Y Y Y YYYY Y Y Y Y Y Y 129 BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E X X X X X X X X X X X X X X X X X X X XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX CO CO CO CO CO CO SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y EXISTING STORMWATER POND EXISTING MAINTAINENCE BUILDING PROPOSED MAINTAINENCE BUILDING EXPANSION 2 0 ' 75' PROPOSED BUILDING EXPANSION FFE=917.55 FFE:913.10 FFE:913.10 DA IP IP LOD PL LOD PL SF DA CE CW IP IP SF SF SF129 BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL Y YYY SD E SDE [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E 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 XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X DE-UE C O CO CO CO CO CO SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y EXISTING STORMWATER POND EXISTING MAINTAINENCE BUILDING EXISTING STORMWATER POND PROPOSED MAINTAINENCE BUILDING EXPANSION 2 0 ' 75' PROPOSED BUILDING EXPANSION FFE=917.55 FFE:913.10 FFE:913.10 EROSION CONTROL LEGEND XxX LOD XX XX > ////// PF O O O XX XX XxX XX XX > ////// SF PF O O O XX XX PROPERTY LINE LIMITS OF DISTURBANCE (OFFSET 8' OUTSIDE PROPERTY LINE FOR CLARITY) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA PROPOSED BUILDING FOOTPRINT SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW SWPPP INFORMATION SIGN CONTRUCTION ENTRANCE PROPOSED TEMPORARY DIVERSION PROPOSED 12" COIR WATTLE CHECK DAM TEMPORARY JUTE NET BAFFLE TEMPORARY RISER AND SKIMMER TEMPORARY SILT FENCE (OFFSET 3' INSIDE PROPERTY LINE FOR CLARITY) TEMPORARY SILT FENCE J-HOOK TEMPORARY PROTECTION FENCE 12" COIR WATTLE/FILTREX FILTER SOXX PERMANENT STORM PIPE EXISTING STORM PIPE TEMPORARY STORM PIPE/SLOPE DRAIN INLET PROTECTION RIP-RAP DISSIPATER PAD NAG DS75 OR EQUAL (UNLESS OTHERWISE SPECIFIED) EROSION CONTROL BLANKET/SLOPE STABILIZATION CONCRETE WASHOUT PERMANENT SEEDING PL LOD DA BL SIS CE TD CD JN SK SF JH PF CW SD IP RR ECB CW PS SOIL TYPES LEGEND: 129 - Cylinder loam, 0 to 2 percent slopes 208 - Kato silty clay loam 411A - Waukegan silt loam, 0 to 1 percent slopes Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 2 5 E S C P P H 2 - I N S E T 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 2 1 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 2 2 - E S C P P H 2 - I N S E T S . d w g C225 NORTH ER O S I O N CO N T R O L P L A N PH A S E 2 - I N S E T 4 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C223 C224 MATCH LINE MA T C H L I N E MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 2 9 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 3 1 - E S C P D T L S - A Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 4 4 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 3 1 - E S C P D T L S . d w g ER O S I O N CO N T R O L DE T A I L S C231 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 3 0 o f 1 9 7 · · Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 3 2 - E S C P D T L S - B Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 4 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 3 1 - E S C P D T L S . d w g Not to Scale TEMPORARY SLOPE DRAIN ER O S I O N CO N T R O L DE T A I L S C232 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 3 1 o f 1 9 7 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C2 3 3 - S W P P P Ap r i l 0 9 , 2 0 2 5 0 9 : 1 1 : 4 9 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 2 3 1 - E S C P D T L S . d w g A.PROJECT OFFICE WALL SWPPP POSTINGS: THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT OFFICE: 1) SWPPP SITE MAPS (ALL PHASES); 2) SWPPP DETAIL SHEETS; 3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B.PERMITTED PROJECT AREA: FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA IS DEFINED AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE. ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH THE NPDES PERMIT. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, AND THE ENGINEER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE ENGINEER. C.SPECIAL PROJECT AREAS: THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. D.1 NON-STORMWATER DISCHARGES: THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN THE SECTION PART IV.D. OF THE GENERAL PERMIT. BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT. NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER. ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE. D.2 POWER WASHING: PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF-SITE. D.DISCHARGE POINTS: ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTURE OCCURRENCE. CONTACT THE CM AND CEC TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE). A.SUBCONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D.SUBCONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. E.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 14 DAYS. F.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. G.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E&S CONTROL NOTES. H.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. I.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS. J.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. K.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE SUBCONTRACTOR TO CONTAIN AND REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED. ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE SUBCONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE SUBCONTRACTOR SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE SUBCONTRACTOR SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (1-800-943-0003) THE STATE REQUIRES REPORTING WHEN: ·THERE IS AN IMPACT TO HUMAN HEALTH ·THERE IS AN IMPACT TO THE ENVIRONMENT ·THERE IS A FIRE, EXPLOSION, OR SAFETY HAZARD ·A SPILL IS NOT IMMEDIATELY CLEANED UP ·THE SPILL WAS MORE THAN THE REPORTABLE QUANTITY OF 1 GALLON OF A PETROLEUM PRODUCT THE REPORT SHOULD BE FILED WITH THE STATE OF MINNESOTA. ALL REPORTS SHOULD BE FILED WITHIN 24 HOURS OF A SPILL OCCURRING. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND THE US EPA WEBSITE: HTTP://WWW.EPA.GOV/SUPERFUND/POLICY/RELEASE/RG TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED: 1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. 2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL. 3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS. a.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. 4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. 5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL. 6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND REGULATIONS. GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING NORTH VICINITY 1" = 2000' UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.VACATE EXISTING POND AND TRANSITION INTO PROPOSED POND DESIGN. CONTRACTOR TO DEWATER AND BACKFILL EXISTING POND THROUGHOUT THE DURATION OF CONSTRUCTION. 3.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 4.MAINTAIN OFFSITE DRAINAGE THROUGH THE SITE THAT IS TO BE DETAINED THROUGH A FUTURE CONCRETE SWALE. FLOWS CANNOT BE BACKED UP ON TO NEIGHBORING PROPERTY. 5.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 6.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 7.PREPARE SITE FOR PAVING. 8.PAVE SITE AND INSTALL STRIPING. 9.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 10.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 11.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 12.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 13.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. IMPORTANT: THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. 1.ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS, AND WITHIN 24 HOURS AT THE END OF A RAINFALL EVENT AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING 1.1.INLET PROTECTION AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNERMINING OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION 1.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED 1.3.SILT FENCES AND BRIO-ROLL SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF HEIGHT OF THE FENCE. 1.4.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS OF WAY. 1.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 2.THE SITE WILL BE INSTPECTED BY A TRAINED INDIVIDUAL AT LEAST EVERY 7 DAYS AND WITHING 24 HOURS OF A 0.5-INCH RAIN EVENT. A WEATHER STATION WILL BE UTILIZED TO MEASURE RAINFALL DEPTH. SEQUENCE OF CONSTRUCTION SWPPP UPDATES AND AMMENDMENTS MAINTENANCE SWPPP DESIGNER: KATIE OLSEN, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 CERTIFICATION EXPIRES JUNE 30, 2025 SIGNATURE: INSTALLER CERTIFICATION NAME: ADDRESS: SWPPP CERTIFICATION SIGNATURE: INSPECTOR CERTIFICATION NAME: ADDRESS: SWPPP CERTIFICATION SIGNATURE: IMPAIRED WATER ·A CITY APPROVED DEWATERING/PUMPING PLAN IS REQUIRED PRIOR TO ANY PUMPING ACTIVITY. DEWATERING REQUIREMENTS 1.PREPARE AND SUBMIT SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS 'SITE MANAGEMENT PLAN AREA'. ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUIRED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS THE ENGINEER IN WRITING. ALLOW A MINIMUM OF 7 DAYS FOR MNDOT TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL. 2.PROVIDE SCOUR PROTECTION AT ANY OUTFALL DEWATERING ACTIVITIES. SITE UNNAMED IMPAIRED TROUT CREEK (VERMILLION RIVER TRIBUTARY) UNNAMED TROUT CREEK UNNAMED TROUT CREEK SW P P P N O T E S C233 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 3 2 o f 1 9 7 S SS SSSSSSSSSSSSSSSSS SS G Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEE E EEEE E E E E E E YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE PROPOSED STORMWATER BMP SEE SHEET C412 PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN EXISTING GAS EASEMENT 1 3 4 . 0 ' 25.0' REAR BUILDING SETBACK 50.0' FRONT BUILDING SETBACK 25.0' BUILDING SIDE SETBACK EXISTING PROPERTY LINE EXISTING PROPERTY LINE 50.0' FRONT BUILDING SETBACK PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS SITE DEVELOPMENT PLAN NOTES 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING, GRADING, AND ZONING NOTES. 2.SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES, ZONING AND USE. 3.SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. 4.ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIP OF GUTTER. 5.DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. 6.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 7.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. SITE DATA TABLE SITE DATA TABLE INDUSTRIAL/ LOGISTICS 34.7 ACRES LAND USE TOTAL SITE AREA DEVELOPMENT DATA: 142585201020; 142585200020; TAX PARCEL IDS TOTAL DISTURBED AREA 22.8 ACRES ZONING DATA: I - INDUSTRIALZONING DISTRICT: 27037C0218E (ZONE X)FEMA FLOOD PANEL VERMILLION RIVERWATERSHED: DISTRICTPOST CONSTRUCTION DISTRICT: 1 ACREMIN. LOT SIZE: MIN. LOT WIDTH: MAX. HEIGHT: DENSITY: 150 FT 40 FT N/A SETBACKS: FRONT YARD SETBACK 50 FT SIDE YARD SETBACK 25 FT REAR YARD SETBACK 25 FT PARKING 47 PROPOSED STANDARD PARKING:262 EMPLOYEE PARKING: REQUIRED STANDARD PARKING 235 7/2REQUIRED ADA/ VAN PARKING 142585200010; 142585201010 EXISTING STANDARD PARKING: PROPOSED ADA PARKING / VAN: NET EMPLOYEE PARKING: 8/2 317 BAY DOORS: 100EXISTING BAY DOORS TO REMAIN: 108PROVIDED BAY DOORS: 208NET BAY DOORS: TRUCK PARKING: 33 EXISTING TRUCK PARKING STALLS: PROVIDED TRAILER PARKING: 155NET 30' TRACTOR PARKING: (1 SPACE / 600 SF): 55' TRAILER PARKING:69 30' TRACTOR PARKING: 55' TRAILER PARKING: 49 102NET 55' TRAILER PARKING: NET 75' STRAIGHT TRUCK PARKING:15 30' TRACTOR PARKING:106 75' STRAIGHT TRUCK PARKING:15 SITE PLAN LEGEND X X X Ch.L FENCE AND GATE BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) Y Y Y Y Y TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE BOLLARD / WHEEL STOP PROPOSED PAVEMENT SECTIONS STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN PROPOSED PROPERTY LEGEND PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BSL SDE LSB LOD LOD STORMWATER CONTROL MEASURE GUE DE-UE Ex-ROW [ ][ ] GUARDRAIL LIGHT POLES EXISTING ELECTRICAL BOX EXISTING BLOCK HEATER 8" BOLLARD STANDARD CURB AND GUTTER EXISTING PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING DRAINAGE/ UTILITY EASEMENT EXISTING GAS UTILITY EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C3 0 1 - S I T E Ap r i l 0 9 , 2 0 2 5 0 9 : 1 2 : 1 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 3 0 1 - S I T E . d w g SI T E P L A N - OV E R A L L C301 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 04 / 2 5 / 2 0 2 5 . Pa g e 3 3 o f 1 9 7 SS SS SS SS SS SS SS SS 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) BSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 X X X X X X X X X X X X X X X X X X X X X X X X DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 26.0', TYP. 37.0', TYP. 26 . 0 ' PROPOSED STORMWATER BMP SEE SHEET C410 P1 56 36 40 14 18.5', TYP. 9.0', TYP. 18 . 5 ' 18 . 5 ' , TY P . 26 . 0 ' , TY P . 50.0' SIDE BUILDING SETBACK 50.0' FRONT BUILDING SETBACK A GR GR MMM 37 . 2 ' 9. 7 ' 11 . 0 ' 11 . 0 ' K G G G Q A A A A R R R3.0' R3.0' PROPOSED CURB AND FENCE CUT FOR SNOW. SS SS SS SS SS SS SS SS SS 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE S D E SD E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X X X X X X X X X X T DE - U E DE - U E DE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE-UE D E - U E DE - U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 26.0', TYP. 37.0', TYP. 26.0', TYP. 37.0', TYP 26 . 0 ' PROPOSED STORMWATER BMP SEE SHEET C410 P1 P4 5356 36 40 14 55 . 0 ' , T Y P . 18.5', TYP. 9.0', TYP. 18 . 5 ' 18 . 5 ' , TY P . 26 . 0 ' , TY P . 9.0', TYP. 50.0' SIDE BUILDING SETBACK 50.0' FRONT BUILDING SETBACK A B B HE HE R5.0' R25.0' HE GR GR 4 MMM 37 . 2 ' 9. 7 ' 11 . 0 ' 11 . 0 ' 75 . 0 ' K G G G G Q A A A A R R R3.0' R3.0' 31. 5 ' A A 16.0' PROPOSED CURB AND FENCE CUT FOR SNOW. Y Y Y YYYY Y Y Y Y Y Y SITE PLAN LEGEND X X X Ch.L FENCE AND GATE BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) Y Y Y Y Y TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE BOLLARD / WHEEL STOP PROPOSED PAVEMENT SECTIONS STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN PROPOSED PROPERTY LEGEND PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BSL SDE LSB LOD LOD STORMWATER CONTROL MEASURE GUE DE-UE Ex-ROW [ ][ ] GUARDRAIL LIGHT POLES EXISTING ELECTRICAL BOX EXISTING BLOCK HEATER 8" BOLLARD STANDARD CURB AND GUTTER EXISTING PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING DRAINAGE/ UTILITY EASEMENT EXISTING GAS UTILITY EASEMENT SITE PLAN KEY NOTES PROPOSED B612 CURB AND GUTTER. SEE SHEET C602 FOR DETAIL. ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE). SEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTED TRAFFIC YELLOW) PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT. 8" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. 6' HIGH CHAIN LINK FENCE. SEE SHEET C604 FOR DETAIL. A C D E F G H I J 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2.SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3.SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. SITE IMPROVEMENTS AUTOMATIC SLIDING GATE FOR TRUCK ENTRY SECURITY. CONCRETE SIDEWALK. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX. LONGITUDINAL SLOPE. SEE SHEET C603 FOR DETAIL. K HEADBOLT HEATER RECEPTACLE SERVING 2 STALLS, TYP. REFER TO SITE INSETS FOR VARIATIONS IN STALL SERVICE.HE GR GUARDRAIL. OFFSET 2' FROM HEATER CENTER TO PROTECT LIGHTING AND HEATERS. EXISTING 6" TO PROPOSED 10" CURB TRANSITION.L FLUSH CURB. SEE SHEET C603 FOR DETAIL.FC 10" VERTICAL CURB AND GUTTER. SEE SHEET C602 FOR DETAIL.B PROPOSED TURNSTYLE GATE. SEE ARCHITECTURAL PLANS.TS EXISTING LIGHT POLE.M PROPOSED BLOCK HEATER ELECTRICAL PANEL AND TRANSFORMER. SEE ARCHITECTURAL PLANS.ET N PROPOSED SNOW SCRAPER.SC PROPOSED FLUSH CURB TO 6" CURB TRANSITION. PROPOSED B618 CURB AND GUTTER.O P PROPOSED B618 TO B612 CURB TRANSITION. Q PROPOSED MOUNTABLE CURB. R PROPOSED MOUNTABLE CURB TO 6" CURB TRANSITION. S MATCH EXISTING Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R SI T E P L A N - IN S E T 1 C302 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C3 0 2 - S I T E D E T L - A Ap r i l 0 9 , 2 0 2 5 0 9 : 1 2 : 4 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 3 0 1 - S I T E - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C303 C304 MATCH LINE MA T C H L I N E NORTH 0 GRAPHIC SCALE IN FEET 402040 80 04 / 2 5 / 2 0 2 5 . Pa g e 3 4 o f 1 9 7 SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS Y Y Y Y Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEE E EEEE E E E E E E Y Y Y Y Y Y Y SD E S D E SD E 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 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 XX 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 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 X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 26.0', TYP. 37.0', TYP 26.0', TYP. 37.0', TYP. 26. 0 ' , TY P . 18.5', TYP. P1 P4 15 21 3153 46 55. 0 ' 54. 0 ' , T Y P . 18.5', TYP. 9.0', TYP. 9.0', TYP. 9.0', TYP. 18.5', TYP. 26 . 0 ' 20.0' 20 . 0 ' A A B B 50.0' BUILDING FRONT SETBACK 25.0' BUILDING SIDE SETBACK P4 90. 0 ' 50.0' R50.0' 26 . 0 ' 15. 0 ' R3.0' 15. 0 ' R3.0' R50.0' R15.0' R50.0' 4.3' R45.0' HE HE HE HE HE HE P4 P4 P2 P5 6.0' A OO A A A B E VAN E E VAN H C R3.0', TYP. R5.0' R5.0' R25.0' J R4.3' A N L J TYP. 50. 0 ' FC 26 . 0 ' HE HE HE HE 1.8' I 67 6 . 0 ' EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS TS EXISTING 20' DRAINAGE/ UTILITY EASEMENT TS M M M G G G MTYP. M TYP. ET ET 7.8' K P5 C 26. 0 '26.0' 9. 7 ' 37 . 2 ' 26 . 2 ' 15. 0 ' 33. 8 ' 52. 8 ' 5.3'9.0' 9.0' 9.3' SC 8.0'8.0' 18 . 5 ' P5 FC 5.0' G G G B B R3.0' R6.0' 63 . 9 ' 9.0' 9.0' A 13 . 7 ' P P CONCRETE COMMERCIAL DRIVEWAY APRON (SEE SITE DETAILS) 3.0' R3.0' R3.0' R3.0' R3.0' 26.0' 59 . 4 ' 31. 5 ' A A A A 26. 0 ' A R3.0' R3.0'R3.0' A A A A S B B SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEE E EEEE E E E E E E Y YYY Y Y Y Y Y Y Y Y Y SD E SDE SDE S D E SD E [ ] 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 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 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 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 X X X X X X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE DE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 26.0', TYP. 37.0', TYP. 26.0', TYP. 37.0', TYP 26.0', TYP. 37.0', TYP. 26. 0 ' , TY P . 26 . 0 ' 18.5', TYP. P1 P1 P4 15 21 315356 40 14 46 55. 0 ' 54. 0 ' , T Y P . 18.5', TYP. 9.0', TYP. 9.0', TYP. 9.0', TYP. 18 . 5 ' 18 . 5 ' , TY P . 26 . 0 ' , TY P . 9.0', TYP. 18.5', TYP. 26 . 0 ' 20.0' 20 . 0 ' A A B B 50.0' BUILDING FRONT SETBACK 25.0' BUILDING SIDE SETBACK P4 90. 0 ' 50.0' R50.0' 26 . 0 ' 15. 0 ' R3.0' 15. 0 ' R3.0' R50.0' R15.0' R50.0' 4.3' R45.0' HE HE HE HE HE HE HE P4 P4 P2 P5 6.0' A OO A A A B E VAN E E VAN H C R3.0', TYP. R5.0' R5.0' R25.0' J R4.3' A N L J TYP. 50. 0 ' FC 26 . 0 ' HE HE HE HE 1.8' I 67 6 . 0 ' EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS TS EXISTING 20' DRAINAGE/ UTILITY EASEMENT 4 TS M M M G G G MTYP. M TYP. ET ET 7.8' K K P5 C 37 . 2 ' 9. 7 ' 11 . 0 ' 11 . 0 ' 26. 0 '26.0' 9. 7 ' 37 . 2 ' 26 . 2 ' 15. 0 ' 33. 8 ' 52. 8 ' 5.3'9.0' 9.0' 9.3' 10.3' SC 8.0'8.0' 18 . 5 ' P5 FC 5.0' G G G G G G B B R3.0' R6.0' 63 . 9 ' 9.0' 9.0' A 13 . 7 ' P P CONCRETE COMMERCIAL DRIVEWAY APRON (SEE SITE DETAILS) Q A A A A R 3.0' R3.0' R3.0' R3.0' R3.0' 26.0' R3.0' R3.0' 59 . 4 ' 31. 5 ' A A A A 26. 0 ' A R3.0' R3.0'R3.0' A A A A S B B Y Y Y YYYY Y Y Y Y Y Y SITE PLAN LEGEND X X X Ch.L FENCE AND GATE BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) Y Y Y Y Y TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE BOLLARD / WHEEL STOP PROPOSED PAVEMENT SECTIONS STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN PROPOSED PROPERTY LEGEND PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BSL SDE LSB LOD LOD STORMWATER CONTROL MEASURE GUE DE-UE Ex-ROW [ ][ ] GUARDRAIL LIGHT POLES EXISTING ELECTRICAL BOX EXISTING BLOCK HEATER 8" BOLLARD STANDARD CURB AND GUTTER EXISTING PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING DRAINAGE/ UTILITY EASEMENT EXISTING GAS UTILITY EASEMENT SITE PLAN KEY NOTES PROPOSED B612 CURB AND GUTTER. SEE SHEET C602 FOR DETAIL. ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE). SEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTED TRAFFIC YELLOW) PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT. 8" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. 6' HIGH CHAIN LINK FENCE. SEE SHEET C604 FOR DETAIL. A C D E F G H I J 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2.SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3.SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. SITE IMPROVEMENTS AUTOMATIC SLIDING GATE FOR TRUCK ENTRY SECURITY. CONCRETE SIDEWALK. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX. LONGITUDINAL SLOPE. SEE SHEET C603 FOR DETAIL. K HEADBOLT HEATER RECEPTACLE SERVING 2 STALLS, TYP. REFER TO SITE INSETS FOR VARIATIONS IN STALL SERVICE.HE GR GUARDRAIL. OFFSET 2' FROM HEATER CENTER TO PROTECT LIGHTING AND HEATERS. EXISTING 6" TO PROPOSED 10" CURB TRANSITION.L FLUSH CURB. SEE SHEET C603 FOR DETAIL.FC 10" VERTICAL CURB AND GUTTER. SEE SHEET C602 FOR DETAIL.B PROPOSED TURNSTYLE GATE. SEE ARCHITECTURAL PLANS.TS EXISTING LIGHT POLE.M PROPOSED BLOCK HEATER ELECTRICAL PANEL AND TRANSFORMER. SEE ARCHITECTURAL PLANS.ET N PROPOSED FLUSH CURB TO 6" CURB TRANSITION. PROPOSED B618 CURB AND GUTTER.O P PROPOSED B618 TO B612 CURB TRANSITION. Q PROPOSED MOUNTABLE CURB. R PROPOSED MOUNTABLE CURB TO 6" CURB TRANSITION. S MATCH EXISTING Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R SI T E P L A N - IN S E T 2 C303 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C3 0 3 - S I T E D E T L - B Ap r i l 0 9 , 2 0 2 5 0 9 : 1 2 : 5 5 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 3 0 1 - S I T E - I N S E T S . d w g C302 C305 NORTH 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE MA T C H L I N E 10.5' NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE 04 / 2 5 / 2 0 2 5 . Pa g e 3 5 o f 1 9 7 W C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS P4 P4 P4 P4 P2 P2 EXISTING GAS EASEMENT 650.2' 704.5' 1 0 0 . 0 ' 10.0', TYP. 55 . 0 ' , T Y P . 5 5 . 6 ' 6 5 . 0 ' , T Y P . 1 3 4 . 0 ' 50.0' FRONT BUILDING SETBACK B B B B 25.0' REAR BUILDING SETBACK 62.9' HE HE P4 P4 2 0 . 5 ' 10.5' J 9 J GR GR 4 6 5 . 0 ' GTYP. G TYP. HE HE ET 1 7 . 1 ' 22.2' 1 3 . 3 ' 25 . 7 ' 46.4' 36.0' 40.0' 75 . 0 ' 30.0' 5 5 . 0 ' 55 . 0 ' 10.0' 74.5' 5.5' 5 5 . 0 ' G G G B B 16.0' 16.0' 180.0' 7.0' 7.0' 7.0' 7.0' 7.0' 2 9 . 2 ' 3 1 . 2 ' 37.9' W C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L BS L Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y SD E SDESDESDESDESDESDESDESDE SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS P4 P4 P4 P4 P2 P2 EXISTING GAS EASEMENT 46 650.2' 704.5' 1 0 0 . 0 ' 10.0', TYP. 55 . 0 ' , T Y P . 5 5 . 6 ' 6 5 . 0 ' , T Y P . 1 3 4 . 0 ' 50.0' FRONT BUILDING SETBACK B B B B 25.0' REAR BUILDING SETBACK 62.9' HE HE HE HE P4 P4 2 0 . 5 ' 10.5' 10.5' PROPOSED TERMINAL BUILDING EXPANSION HE J 149 J GR GR GR GR 4 6 5 . 0 ' 14 GTYP. GTYP. G TYP. HE HE ET HE 1 7 . 1 ' 22.2' 1 3 . 3 ' 25 . 7 ' 46.4' 36.0' 40.0' 3 0 . 0 ' 3 0 . 0 ' HE 12.0' 75 . 0 ' 30.0' 5 5 . 0 ' 55 . 0 ' 10.0' 74.5' 5.5' K 12.0' 5 5 . 0 ' G G G B B 16.0' 16.0' 180.0' 7.0' 7.0' 7.0' 7.0' 7.0' 2 9 . 2 ' 3 1 . 2 ' 37.9' PROPOSED CURB AND FENCE CUT FOR SNOW. Y Y Y YYYY Y Y Y Y Y Y SITE PLAN LEGEND X X X Ch.L FENCE AND GATE BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) Y Y Y Y Y TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE BOLLARD / WHEEL STOP PROPOSED PAVEMENT SECTIONS STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN PROPOSED PROPERTY LEGEND PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BSL SDE LSB LOD LOD STORMWATER CONTROL MEASURE GUE DE-UE Ex-ROW [ ][ ] GUARDRAIL LIGHT POLES EXISTING ELECTRICAL BOX EXISTING BLOCK HEATER 8" BOLLARD STANDARD CURB AND GUTTER EXISTING PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING DRAINAGE/ UTILITY EASEMENT EXISTING GAS UTILITY EASEMENT SITE PLAN KEY NOTES PROPOSED B612 CURB AND GUTTER. SEE SHEET C602 FOR DETAIL. ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE). SEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTED TRAFFIC YELLOW) PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT. 8" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. 6' HIGH CHAIN LINK FENCE. SEE SHEET C604 FOR DETAIL. A C D E F G H I J 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2.SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3.SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. SITE IMPROVEMENTS AUTOMATIC SLIDING GATE FOR TRUCK ENTRY SECURITY. CONCRETE SIDEWALK. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX. LONGITUDINAL SLOPE. SEE SHEET C603 FOR DETAIL. K HEADBOLT HEATER RECEPTACLE SERVING 2 STALLS, TYP. REFER TO SITE INSETS FOR VARIATIONS IN STALL SERVICE.HE GR GUARDRAIL. OFFSET 2' FROM HEATER CENTER TO PROTECT LIGHTING AND HEATERS. EXISTING 6" TO PROPOSED 10" CURB TRANSITION.L FLUSH CURB. SEE SHEET C603 FOR DETAIL.FC 10" VERTICAL CURB AND GUTTER. SEE SHEET C602 FOR DETAIL.B PROPOSED TURNSTYLE GATE. SEE ARCHITECTURAL PLANS.TS EXISTING LIGHT POLE.M PROPOSED BLOCK HEATER ELECTRICAL PANEL AND TRANSFORMER. SEE ARCHITECTURAL PLANS.ET N PROPOSED SNOW SCRAPER.SC PROPOSED FLUSH CURB TO 6" CURB TRANSITION. PROPOSED B618 CURB AND GUTTER.O P PROPOSED B618 TO B612 CURB TRANSITION. Q PROPOSED MOUNTABLE CURB. R PROPOSED MOUNTABLE CURB TO 6" CURB TRANSITION. S MATCH EXISTING Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R SI T E P L A N - IN S E T 3 C304 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C3 0 4 - S I T E D E T L - C Ap r i l 0 9 , 2 0 2 5 0 9 : 1 3 : 0 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 3 0 1 - S I T E - I N S E T S . d w g C305 C302 NORTH 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE MA T C H L I N E R3.0' R3.0' NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE 04 / 2 5 / 2 0 2 5 . Pa g e 3 6 o f 1 9 7 G Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E X X X X X X X X X X X X X X X X X X X XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX T PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN P4 46 57 5 100 . 0 ' 70 . 0 ' 65. 0 ' , T Y P . 20. 0 ' 25.0' REAR BUILDING SETBACK B 25.0' BUILDING SIDE SETBACK 56 . 9 ' 40. 9 ' 60. 9 ' 124 . 9 ' 108 . 7 ' HE 10.5' J TYP. PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS HE HE L 10.0', TYP. EXISTING ELECTRICAL/HEATING UNITS TO REMAIN 14 19 90 . 6 ' 100 . 6 ' 45 . 1 ' 120 . 7 ' EXISTING 20' DRAINAGE/ UTILITY EASEMENT HE 14 M MTYP. M TYP. GTYP. G TYP. ET HE HE HE K K K HE HE 3 0 . 0 ' 4 0 . 0 ' 3 0 . 0 ' 3 0 . 0 ' HE 12.0' 9 4 . 2 ' 10.0' 6 5 . 0 ' 2.1' 1 6 0 . 7 ' 177.8' 1 8 . 1 ' 12.0' 12.0' 10.3' G G MATCH EXISTING PAVEMENT 3.0' G Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL Y YYY SD E SDE [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E 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 XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T DE-UE PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN P4 46 57 5 5 5 . 6 ' 6 5 . 0 ' , T Y P . 100 . 0 ' 70 . 0 ' 65. 0 ' , T Y P . 20. 0 ' 25.0' REAR BUILDING SETBACK B 25.0' BUILDING SIDE SETBACK 56 . 9 ' 40. 9 ' 60. 9 ' 124 . 9 ' 108 . 7 ' HE HE HE HE 10.5' 10.5' J TYP. PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS HE HE L 10.0', TYP. EXISTING ELECTRICAL/HEATING UNITS TO REMAIN 14 19 9 90 . 6 ' 100 . 6 ' 45 . 1 ' 120 . 7 ' EXISTING 20' DRAINAGE/ UTILITY EASEMENT 4 HE 14 M MTYP. M TYP. GTYP. G TYP. HE HE ET ET HE HE HE K K K HE HE 40.0' 3 0 . 0 ' 4 0 . 0 ' 3 0 . 0 ' 3 0 . 0 ' HE 12.0' 9 4 . 2 ' 10.0' 6 5 . 0 ' 2.1' 1 6 0 . 7 ' 177.8' 30.0' 1 8 . 1 ' 12.0' 12.0' 10.3' G G G B MATCH EXISTING PAVEMENT 3.0' Y Y Y YYYY Y Y Y Y Y Y SITE PLAN LEGEND X X X Ch.L FENCE AND GATE BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) Y Y Y Y Y TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE BOLLARD / WHEEL STOP PROPOSED PAVEMENT SECTIONS STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN PROPOSED PROPERTY LEGEND PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BSL SDE LSB LOD LOD STORMWATER CONTROL MEASURE GUE DE-UE Ex-ROW [ ][ ] GUARDRAIL LIGHT POLES EXISTING ELECTRICAL BOX EXISTING BLOCK HEATER 8" BOLLARD STANDARD CURB AND GUTTER EXISTING PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING DRAINAGE/ UTILITY EASEMENT EXISTING GAS UTILITY EASEMENT SITE PLAN KEY NOTES PROPOSED B612 CURB AND GUTTER. SEE SHEET C602 FOR DETAIL. ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE). SEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTED TRAFFIC YELLOW) PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT. 8" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. 6' HIGH CHAIN LINK FENCE. SEE SHEET C604 FOR DETAIL. A C D E F G H I J 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2.SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3.SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. SITE IMPROVEMENTS AUTOMATIC SLIDING GATE FOR TRUCK ENTRY SECURITY. CONCRETE SIDEWALK. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX. LONGITUDINAL SLOPE. SEE SHEET C603 FOR DETAIL. K HEADBOLT HEATER RECEPTACLE SERVING 2 STALLS, TYP. REFER TO SITE INSETS FOR VARIATIONS IN STALL SERVICE.HE GR GUARDRAIL. OFFSET 2' FROM HEATER CENTER TO PROTECT LIGHTING AND HEATERS. EXISTING 6" TO PROPOSED 10" CURB TRANSITION.L FLUSH CURB. SEE SHEET C603 FOR DETAIL.FC 10" VERTICAL CURB AND GUTTER. SEE SHEET C602 FOR DETAIL.B PROPOSED TURNSTYLE GATE. SEE ARCHITECTURAL PLANS.TS EXISTING LIGHT POLE.M PROPOSED BLOCK HEATER ELECTRICAL PANEL AND TRANSFORMER. SEE ARCHITECTURAL PLANS.ET N PROPOSED FLUSH CURB TO 6" CURB TRANSITION. PROPOSED B618 CURB AND GUTTER.O P PROPOSED B618 TO B612 CURB TRANSITION. Q PROPOSED MOUNTABLE CURB. R PROPOSED MOUNTABLE CURB TO 6" CURB TRANSITION. S MATCH EXISTING Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R SI T E P L A N - IN S E T 4 C305 04 / 0 9 / 2 0 2 5 JA C MK B AL W Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C3 0 5 - S I T E D E T L - D Ap r i l 0 9 , 2 0 2 5 0 9 : 1 3 : 2 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 3 0 1 - S I T E - I N S E T S . d w g C303 C304 NORTH 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE MA T C H L I N E NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE 04 / 2 5 / 2 0 2 5 . Pa g e 3 7 o f 1 9 7 ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. GRADING NOTES 1.REFER TO THE GENERAL NOTES SHEET FOR NOTES PERTAINING TO PAVING, GRADING, ACCESSIBILITY, AND STORM DRAINAGE. 2.EXISTING AND PROPOSED GRADE CONTOURS INTERVALS SHOWN AT 1 FOOT. 3.ALL SPOT ELEVATIONS WITH FC: REPRESENTS THE FACE OF CURB AT THE GUTTER LINE. (ADD 0.50' FOR TOP OF CURB.) 4.ALL SPOT ELEVATIONS WITH TC: REPRESENTS THE TOP OF CURB ELEVATION. (SUBTRACT 0.50' FOR PAVEMENT OR ELEVATION OF GUTTER AT CURB LINE.) 5.RIM: ELEVATIONS OF CATCH BASINS (CURB INLETS) EQUALS THE FLOW LINE OF THE GUTTER PAN. RIM ELEVATIONS OF DROP INLETS, MANHOLES, AND CLEANOUTS EQUALS THE CENTER OF GRATE OR LID ELEVATION. 6.ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. 7.MANHOLES WITHIN NON PAVED AREAS SHALL BE 6" ABOVE ADJACENT GRADES. UNLESS OTHERWISE SHOWN. 8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT AND EXISTING PAVEMENT AND STORM STRUCTURES 9.DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BE DIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TO APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTH DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT, PRIOR TO DISCHARGE. ADA COMPLIANCE: A.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. B.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES. C.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. D.ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THAT HAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA), AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. E.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. F.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA COMPLIANCE ISSUES. ALERT TO CONTRACTOR: RETAINING WALLS RETAINING WALLS SHOWN SHALL BE DESIGNED BY OTHERS. WALL DESIGNERS SHALL PROVIDE SIGNED AND SEALED SHOP DRAWING FOR ALL RETAINING WALLS. WALLS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. SIGNED AND SEALED CALCULATIONS FOR RETAINING WALLS SHALL BE PROVIDED BY THE WALL DESIGNER. THE ANALYSIS SHALL INCLUDE INTERNAL, EXTERNAL, GLOBAL STABILITY, AND BEARING CAPACITY CALCULATIONS. THE WALL DESIGNER SHALL BE RESPONSIBLE FOR SELECTING AND SPECIFYING THE APPROPRIATE REINFORCING FILL MATERIALS, GEOGRID, AND OTHER WALL APPURTENANCES. THE DESIGN SHALL ADDRESS HYDROSTATIC LOADING, SEISMIC LOADING, RAPID DRAWDOWN, SURCHARGE, AND BACKSLOPES WHERE APPROPRIATE. PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 450 451 450 451 IMPERVIOUS AREA EXISTING PROPOSED IMPERVIOUS AREA 16 ACRES 29.34 ACRES D DD CO CO CO CO CO CO CO Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE 91 0 90 8 91 2 914 916 918 914 914 912 912 912 910 910 910 910 910 91 0 910 90 8 91 0 91 2 91 2 91 2 912 914 914 9 1 0 918 916 918 916 914 912 910 908 912 914 91 4 91 4 91 2 912 912 910 9 1 4 912 91 0 91 0 90 8 90 8 91 2 91 2 91 2 912 912 9 1 2 912 914 910 91 0 90 8 9089 1 2 9 1 4 91 0 90 8 91 2 912 91 2 9 1 2 9 1 4 91 2 912 9 1 4 DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) 906 90 6 90 8 904906 908 90 6 EXISTING POND TO REMAIN BOP: 902.0 OE: 907.0 HWL: 911.0 91 0 90 4 90 6 90 8 EXISTING BUILDING FFE = 917.55 910 91 0 91 0 914 9 1 2 9 1 2 912 912 91 2 9 1 2 912 9 1 4 916 912 912 910 908 CONTRACTOR TO COORDINATE ROOF DRAIN REROUTING WITH MEP 92 0 9 2 0 9 1 8 9 1 6 912 91 0 91 0 90 6 90 8 90 8 PROPOSED BUILDING FFE = 917.55 1 . 3 6 % 1 . 3 8 % 1 . 0 0 % 1.25 % 1 . 0 0 % 1 . 0 0 % 1.7 6 % 1. 5 4 % 1 . 4 4 % 1. 4 9 % 2.57% 3.1 0 % 21 . 1 1 % 2.35% 2.4 2 % 3.4 9 % 3 . 3 9 % 2.10 % 1.41 % 4.8 8 % 2.4 7 % 1.8 2 % FFE:913.10 FFE:913.10 PROPOSED WET POND TOP: 910.00' NWL: 906.25' BOP: 902.25' HWL: 908.94' EOF: 909.00' 910 910 PROPOSED BOP: 903.25' PROPOSED EOF Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH GR A D I N G & DR A I N A G E P L A N - O V E R A L L C401 04 / 0 9 / 2 0 2 5 JA C MK B AL W 0 GRAPHIC SCALE IN FEET 10050100 200 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 1 - G R D G D R N G O A Ap r i l 0 9 , 2 0 2 5 0 9 : 1 3 : 4 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 1 - G R D G D R N G . d w g 04 / 2 5 / 2 0 2 5 . Pa g e 3 8 o f 1 9 7 SPOT GRADE SCHEMATIC MANHOLE DROP / YARD INLET WINDOW / AREA INLET CATCH BASIN (CURB INLET) 6" ASSUMES 6" HT. FROM TOP OF HOOD TO FLOW LINE. CONTRACTOR SHALL HOLD TOP OF HOOD ELEV. AND INSTALL PER STRUCTURE STANDARD DETAIL. ST:100-DI; -YI RIM:ELEV. ST:100-WI; -AI RIM:ELEV. ST:100-MH RIM:ELEV. ST:100-FES INV:ELEV. ST:100-HW INV:ELEV. ST:100-WW INV:ELEV. ST:100-CB RIM:ELEV. CURB & GUTTER 6" TC:100.50 TP:100.00 RETAINING WALL TW:ELEV. BW:ELEV. ASSUMES 6" HT. FROM FC TO TC PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED SPOT GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ; FC:BOTTOM OF CURB FG:FINAL GRADE ME:MATCH EXISTING HP:HIGHT POINT TW:TOP OF WALL BW:BOTTOM OF WALL FFE:FINISHED FLOOR ELEV. TP:107.89 2.00% 4:1 PROP. SLOPE GRADE PROP. RUN:RISE EOF:EMERGENCY OVERFLOW ELEVATION208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) BSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 X X X X X X X X X X X X X X X X X X X X X X X X DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D 9 1 1 91 1 9 1 1 9 1 2 9 1 3 1.69% 2.41% 3 5 . 3 1 % 905 910 906 907 908 909 90 7 90 9 90 5 90 6 91 0 90 7 90 8 90 9 90 5 90 6 90 7 90 8 90 9 90 3 90 4 PROPOSED WET POND TOP: 910.00' NWL: 906.25' HWL: 908.94' BOP: 903.25' 33. 3 3 % 10.00% 905 910 906 907 908 909 10.00% 10 . 0 0 % HP HP HP 910 912 910 91 1 911 910 907 908 909 906 0. 9 0 % 10.00% 25 . 0 0 % 10 . 0 0 % 25.00% ST:10-OCS-60" RIM: 909.00 INV OUT: 904.55 ST:11-MH RIM: 910.08 ST:113-CB RIM: 912.65 ST:112-CB RIM: 911.62 ST:111-CB RIM: 910.81 ST:110-CB RIM: 910.88 ST:100-30''-FES INV: 906.25 ST:200-36''-FES INV: 906.25 ST:1710-CB RIM: 911.84 ST:1720-CB RIM: 911.86 6" PERFORATED DRAIN TILE, SEE GRADING AND DRAINAGE DETAILS. CONNECT TO OUTLET CONTROL STRUCTURE 906 905 910 911 912 913 9 1 0 9 1 1 9 1 2 905 910 906 907 908 909 10 . 1 2 % 6.67% 0. 9 8 % 11.53% 25 . 0 0 % FC:912.50 TC:913.00 FC:912.00 TC:912.50 FC:912.08 TC:912.58 FC:911.45 TC:911.95 FC:911.76 TC:912.26 FC:911.37 TC:911.87 FC:911.68 TC:912.18 FC:913.38 TC:913.88 FC:914.24 TC:914.74 FC:913.61 TC:914.11 FC:914.47 TC:914.97 TW:910.99 912.27911.61 912.15 91 1 91 2 910 911 912 913 9 1 1 91 2 913913 912 912 912 91 1 91 2 91 2 9 1 3 91 4 911 9 1 2 913 BW:906.38906.39 909.40 906.35 909.35 906.35 909.35 909.70 906.30 906.30 909.70 906.25 906.25 0. 9 0 % FC:915.17 TC:915.67 FC:915.36 TC:915.86 EOF:911.38 EOF:911.31 EOF:913.15 0.2 0 % ST:400-24''-FES INV: 906.25 91 1 STABILIZED EOF ELEV: 909' 10 . 0 0 % 1 . 0 3 % EOF:912.12 FC:910.46 TC:911.29 FC:910.44 TC:911.27 911.49 910.26910.24 911.47 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE S D E SD E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X X X X X X X X X X T DE - U E DE - U E DE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE-UE D E - U E DE - U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D 910 9 1 5 9 1 1 91 1 9 1 1 9 1 2 9 1 3 9 1 4 9 1 6 1 . 4 0 % 1.7 4 % 1.69% 1.6 2 % 2.31 % 2.41% 4.3 5 % 1.2 9 % 3 5 . 3 1 % 905 910 906 907 908 909 90 7 90 9 90 5 90 6 91 0 90 7 90 8 90 9 90 5 90 6 90 7 90 8 90 9 90 3 90 4 PROPOSED WET POND TOP: 910.00' NWL: 906.25' HWL: 908.94' BOP: 903.25' 33. 3 3 % 10.00% 905 910 906 907 908 909 91 1 10.00% 10 . 0 0 % HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP 910 912 910 91 1 911 910 907 908 909 906 0. 9 0 % 10.00% 25 . 0 0 % 10 . 0 0 % 25.00% ST:10-OCS-60" RIM: 909.00 INV OUT: 904.55 ST:11-MH RIM: 910.08 91 5 9 0 9 ST:113-CB RIM: 912.65 ST:112-CB RIM: 911.62 ST:230-CB RIM: 911.24 ST:111-CB RIM: 910.81 ST:110-CB RIM: 910.88 ST:410-CB RIM: 910.12 ST:100-30''-FES INV: 906.25 ST:200-36''-FES INV: 906.25 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.34 ST:212-CB RIM: 910.59 ST:211-CB RIM: 910.89 ST:210-CB RIM: 911.15 ST:1690-CB RIM: 911.00 ST:1700-CB RIM: 910.99 ST:1710-CB RIM: 911.84 ST:1720-CB RIM: 911.86 6" PERFORATED DRAIN TILE, SEE GRADING AND DRAINAGE DETAILS. CONNECT TO OUTLET CONTROL STRUCTURE 906 905 910 911 912 913 9 1 0 9 1 1 9 1 2 905 910 906 907 908 909 10 . 1 2 % 6.67% 0. 9 8 % 11.53% 25 . 0 0 % FC:911.31 TC:912.14 FC:912.50 TC:913.00 911.05 FC:911.72 TC:912.22 FC:912.26 TC:912.76 FC:913.14 TC:913.64 FC:912.59 TC:913.09 FC:912.00 TC:912.50 FC:912.08 TC:912.58 FC:911.45 TC:911.95 FC:911.76 TC:912.26 FC:911.37 TC:911.87 FC:911.68 TC:912.18 FC:913.38 TC:913.88 FC:914.24 TC:914.74 FC:913.61 TC:914.11 FC:914.47 TC:914.97 TW:910.99 912.27911.61 912.15 912.26 91 1 91 2 91 3 910 911 912 913 9 1 1 91 2 913913 912 912 912 91 1 91 2 91 2 9 1 3 91 4 911 9 1 2 913 914 BW:906.38906.39 909.40 906.35 909.35 906.35 909.35 909.70 906.30 906.30 909.70 906.25 906.25 0. 9 0 % FC:915.17 TC:915.67 FC:915.27 TC:915.77 FC:915.36 TC:915.86 FC:915.47 TC:915.97 FC:914.55 TC:915.05 FC:914.78 TC:915.28 EOF:910.79 EOF:911.38 EOF:911.31 EOF:913.15 0.2 0 % ST:400-24''-FES INV: 906.25 91 1 STABILIZED EOF ELEV: 909' 10 . 0 0 % 1 . 0 3 % EOF:911.98EOF:911.72EOF:911.42EOF:911.17EOF:910.95 EOF:912.13 EOF:912.07 EOF:912.12 FC:910.46 TC:911.29 FC:910.44 TC:911.27 911.49 910.26910.24 911.47 Y Y Y YYYY Y Y Y Y Y Y Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH GR A D I N G & DR A I N A G E P L A N - I N S E T 1 C402 04 / 0 9 / 2 0 2 5 JA C MK B AL W 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 2 - G R D G D R N G - D E T L - A Ap r i l 0 9 , 2 0 2 5 0 9 : 1 4 : 2 1 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C403 C404 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 3 9 o f 1 9 7 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEE E EEEE E E E E E E Y Y Y Y Y Y Y SD E S D E SD E 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 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 XX 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 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 X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D D 91 2 9 1 5 9 1 4 9 1 6 915 91 3 91 4 916 91 2 1.7 4 % 2.3 7 % 1.39% 1.25% 1.6 2 % 2.31 % 2. 8 3 % 2. 4 7 % 1.7 7 % 1.92% 1. 2 4 % 2.3 3 % 4.3 5 % 1.2 9 % 1 . 3 3 % 91 1 9 1 1 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 91 1 1 . 5 3 % EXISTING BUILDING FFE = 917.55 HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP ST:12-MH RIM: 912.55 ST:13-MH RIM: 909.88 91 5 91 4 91 5 91 3 91 4 9 0 9 ST:160-CB RIM: 913.25 ST:240-CB RIM: 910.61 ST:140-CB RIM: 911.80 ST:230-CB RIM: 911.24 ST:150-CB RIM: 911.99 ST:141-CB RIM: 910.96 ST:130-CB RIM: 911.15 ST:131-CB RIM: 910.35 ST:120-CB RIM: 911.48 91 0 909 91 1 91 2 9 1 3 913 EXISTING CATCH BASIN TO REMAIN PROTECTED IN PLACE SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING ST:1111-EX. MH ST:1100-EX. CB ST:1560-EX. CB ST:1650-EX. CB ST:1550-EX. CB ST:1570-EX. CB ST:1660-EX. CB ST:1680-EX. CB ST:1580-EX.CB ST:1670-EX. MH ST:1690-CB RIM: 911.00 ST:1700-CB RIM: 910.99 91 2 91 3 6.9 0 % 4 . 2 6 % 3.5 8 % FC:911.65 TC:912.15 ME:912.24 FC:912.60 TC:913.10 FC:912.54 TC:913.04 FC:912.61 TC:913.11 FC:912.44 TC:912.94 FC:911.54 TC:912.04 ME:913.24 FC:912.79 TC:913.29 FC:912.23 TC:912.73 FC:913.88 TC:914.38 FC:912.84 TC:913.34 FC:913.00 TC:913.50 FC:913.06 TC:913.56 FC:913.44 TC:913.94 FC:913.69 TC:914.19 FC:913.53 TC:914.03 FC:913.35 TC:913.85 FC:913.02 TC:913.52 FC:913.24 TC:913.74 ME:913.74 ME:914.19 FC:913.93 TC:914.43 FC:913.74 TC:914.24 FC:912.04 TC:912.54 FC:911.74 TC:912.24 FC:910.01 TC:910.51 FC:908.85 TC:909.35 ME:907.70ME:909.12 ME:912.76 ME:912.35 FC:912.04 TC:912.54 FC:912.58 TC:913.08 FC:909.89 TC:910.39 FC:911.11 TC:911.61 FC:912.72 TC:913.22 FC:911.72 TC:912.22 ME:911.55 FC:912.91 TC:913.41 FC:913.25 TC:913.75 FC:912.26 TC:912.76 FC:912.14 TC:912.64 FC:913.14 TC:913.64 FC:912.83 TC:913.33 FC:912.73 TC:913.23 FC:912.59 TC:913.09 FC:912.27 TC:912.77 FC:912.29 TC:912.79 FC:912.00 TC:912.50 FC:912.08 TC:912.58 912.26 912.58 912.92 911.66 APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO FIELD VERIFY LOCATION 914.02 FC:912.50 TC:913.00 FC:915.17 TC:915.67 FC:915.27 TC:915.77 FC:915.36 TC:915.86 FC:915.47 TC:915.97 FC:914.55 TC:915.05 FC:913.88 TC:914.38 FC:914.78 TC:915.28 FC:914.11 TC:914.61 FC:913.42 TC:913.92 FC:913.15 TC:913.65 FC:913.00 TC:913.50 EOF:912.49 EOF:911.18 EOF:911.65 911 EOF:911.44 EOF:911.98 913 912 FC:912.58 TC:913.08 FC:912.54 TC:913.04 FC:912.86 TC:913.36 EOF:912.07 EOF:911.46 EOF:912.30 EOF:911.65 2.8 0 % 1. 8 1 % 2.3 4 % 1.4 0 % INSET A Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEE E EEEE E E E E E E Y YYY Y Y Y Y Y Y Y Y Y SD E SDE SDE S D E SD E [ ] 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 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 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 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 X X X X X X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE DE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D D 91 2 9 1 5 9 1 2 9 1 3 9 1 4 9 1 6 915 91 3 91 4 916 91 2 1 . 4 0 % 1.7 4 % 2.3 7 % 1.39% 1.25% 1.69% 1.6 2 % 2.31 % 2.41% 2. 8 3 % 2. 4 7 % 1.7 7 % 1.92% 1. 2 4 % 2.3 3 % 4.3 5 % 1.2 9 % 1 . 3 3 % 91 1 9 1 1 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 33. 3 3 % EXISTING POND TO REMAIN 91 1 1 . 5 3 % EXISTING BUILDING FFE = 917.55 HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP 911 910 907 908 909 906 ST:12-MH RIM: 912.55 ST:13-MH RIM: 909.88 91 5 91 4 91 5 91 3 91 4 9 0 9 ST:160-CB RIM: 913.25 ST:113-CB RIM: 912.65 ST:240-CB RIM: 910.61 ST:112-CB RIM: 911.62 ST:140-CB RIM: 911.80 ST:230-CB RIM: 911.24 ST:150-CB RIM: 911.99 ST:141-CB RIM: 910.96 ST:130-CB RIM: 911.15 ST:131-CB RIM: 910.35 ST:120-CB RIM: 911.48 ST:110-CB RIM: 910.88 91 0 909 91 1 91 2 9 1 3 913 EXISTING CATCH BASIN TO REMAIN PROTECTED IN PLACE SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING ST:210-CB RIM: 911.15 ME:914.12 ME:916.24 ST:1111-EX. MH ST:1100-EX. CB ST:1560-EX. CB ST:1650-EX. CB ST:1550-EX. CB ST:1570-EX. CB ST:1660-EX. CB ST:1680-EX. CB ST:1580-EX.CB ST:1670-EX. MH ST:1690-CB RIM: 911.00 ST:1700-CB RIM: 910.99 905 913 915.15 ME:913.19 91 2 91 3 6.9 0 % 4 . 2 6 % 3.5 8 % FC:911.31 TC:912.14 FC:911.65 TC:912.15 ME:912.24 FC:912.60 TC:913.10 FC:912.54 TC:913.04 FC:912.61 TC:913.11 FC:912.44 TC:912.94 FC:911.54 TC:912.04 FC:916.32 TC:916.32 ME:913.24 ME:911.89 ME:912.45 FC:912.79 TC:913.29 FC:912.23 TC:912.73 FC:913.88 TC:914.38 FC:912.84 TC:913.34 FC:913.00 TC:913.50 FC:913.06 TC:913.56 FC:913.44 TC:913.94 FC:913.69 TC:914.19 FC:913.53 TC:914.03 FC:913.35 TC:913.85 FC:913.02 TC:913.52 FC:913.24 TC:913.74 ME:913.74 ME:914.19 FC:913.93 TC:914.43 FC:913.74 TC:914.24 FC:912.04 TC:912.54 FC:911.74 TC:912.24 FC:910.01 TC:910.51 FC:908.85 TC:909.35 ME:907.70ME:909.12 ME:912.76 ME:912.35 FC:912.04 TC:912.54 FC:912.58 TC:913.08 FC:909.89 TC:910.39 FC:911.11 TC:911.61 ME:911.52 FC:912.72 TC:913.22 FC:911.72 TC:912.22 ME:911.89 ME:911.55 FC:916.76 TC:916.76 FC:912.91 TC:913.41 FC:913.25 TC:913.75 FC:912.26 TC:912.76 FC:912.14 TC:912.64 FC:913.14 TC:913.64 FC:912.83 TC:913.33 FC:912.73 TC:913.23 FC:912.59 TC:913.09 FC:912.27 TC:912.77 FC:912.29 TC:912.79 FC:912.00 TC:912.50 FC:912.08 TC:912.58 FC:911.45 TC:911.95 FC:911.76 TC:912.26 FC:911.37 TC:911.87 FC:911.68 TC:912.18 FC:913.38 TC:913.88 FC:914.24 TC:914.74 FC:913.61 TC:914.11 FC:914.47 TC:914.97 912.27 912.15 912.26 912.58 912.92 911.66 APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO FIELD VERIFY LOCATION 91 2 91 2 91 3 915 915 914 914 910 911 912 913 911 912 912 FC:914.79 TC:915.29 914.98 ME:915.31 FC:915.20 TC:915.20 914.02 ME:917.62 ME:917.60 916.37 916.51 915.97 FC:916.18 TC:916.68 FC:916.56 TC:917.06 FC:916.51 TC:917.01 FC:916.14 TC:916.64 FC:912.50 TC:913.00 FC:915.17 TC:915.67 FC:915.27 TC:915.77 FC:915.36 TC:915.86 FC:915.47 TC:915.97 ME:917.10 ME:917.18 ME:917.10 916.72917.12 ME:916.34 FC:914.55 TC:915.05 FC:913.88 TC:914.38 FC:914.78 TC:915.28 FC:914.11 TC:914.61 FC:913.42 TC:913.92 FC:913.15 TC:913.65 FC:913.00 TC:913.50 ME:912.12 ME:912.15 ME:911.83 ME:911.87 ME:912.18 ME:912.16 ME:911.73 ME:911.68 ME:912.73 EOF:912.49 EOF:911.18 EOF:911.65 911 EOF:911.44 EOF:911.98EOF:911.38 EOF:913.15 913 912 913 91 3 912 913 91 2 91 2 91 3 91 3 912 91 2 91 0 91 0 91 0 FC:912.58 TC:913.08 FC:912.54 TC:913.04 FC:912.86 TC:913.36 EOF:911.98 EOF:912.13 EOF:912.07 EOF:911.46 EOF:912.30 EOF:913.75 EOF:911.65 2.8 0 % 1. 8 1 % 2.3 4 % 1.4 0 % 916.28 917.03 916.76 916.68915.85 915.73915.61915.49915.37915.25915.13 1. 0 2 % 1.53% 1. 0 6 % 1.53% 1. 1 1 % 1.53% 1. 1 5 % 1.53% 1. 0 3 % 1.78% 1. 4 0 % 0.49% 1. 6 5 % 0.53% 1. 7 8 % 0.70% 917.02 916.55916.57 916.60916.63 INSET A SPOT GRADE SCHEMATIC MANHOLE DROP / YARD INLET WINDOW / AREA INLET CATCH BASIN (CURB INLET) 6" ASSUMES 6" HT. FROM TOP OF HOOD TO FLOW LINE. CONTRACTOR SHALL HOLD TOP OF HOOD ELEV. AND INSTALL PER STRUCTURE STANDARD DETAIL. ST:100-DI; -YI RIM:ELEV. ST:100-WI; -AI RIM:ELEV. ST:100-MH RIM:ELEV. ST:100-FES INV:ELEV. ST:100-HW INV:ELEV. ST:100-WW INV:ELEV. ST:100-CB RIM:ELEV. CURB & GUTTER 6" TC:100.50 TP:100.00 RETAINING WALL TW:ELEV. BW:ELEV. ASSUMES 6" HT. FROM FC TO TC PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED SPOT GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ; FC:BOTTOM OF CURB FG:FINAL GRADE ME:MATCH EXISTING HP:HIGHT POINT TW:TOP OF WALL BW:BOTTOM OF WALL FFE:FINISHED FLOOR ELEV. TP:107.89 2.00% 4:1 PROP. SLOPE GRADE PROP. RUN:RISE EOF:EMERGENCY OVERFLOW ELEVATION BSL BSL BSL BSL BSL BSL EE X X X X DE-UEDE-UEDE-UEDE-UEDE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 915 91 4 916 ME:914.12 ME:916.24 915.15 FC:916.32 TC:916.32 FC:916.76 TC:916.76 FC:914.79 TC:915.29 914.98 ME:915.31 FC:915.20 TC:915.20 916.37 916.51 915.97 FC:916.18 TC:916.68 FC:916.56 TC:917.06 FC:916.51 TC:917.01 FC:916.14 TC:916.64 ME:917.10 ME:917.18 ME:917.10 916.72 917.12 ME:916.34 916.28 917.03 916.76 916.68915.85 915.73915.61 915.49 915.37 915.25 915.13 1. 0 2 % 1.53% 1. 0 6 % 1.53% 1. 1 1 % 1.53% 1. 1 5 % 1.53% 1. 0 3 % 1.78% 1. 4 0 % 0.49% 1. 6 5 % 0.53% 1. 7 8 % 0.70% 917.02 916.55 916.57 916.60 916.63 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH GR A D I N G & DR A I N A G E P L A N - I N S E T 2 C403 04 / 0 9 / 2 0 2 5 JA C MK B AL W 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 3 - G R D G D R N G - D E T L - B Ap r i l 0 9 , 2 0 2 5 0 9 : 1 4 : 4 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G I N S E T S . d w g C402 C405 NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE MATCH LINE MA T C H L I N E INSET A SCALE: 1" = 20'NORTH 04 / 2 5 / 2 0 2 5 . Pa g e 4 0 o f 1 9 7 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E CO 910 911 912 91 1 91 2 913 912 912 912 913 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 6 4 % 1 . 3 4 % 1 . 3 6 % 1 . 4 0 % 1.37% 1.56 % 1.67 % 1. 7 7 % 1 . 6 0 % 1. 2 9 % 1 . 2 8 % 2 . 1 5 % 1 . 4 4 % 1. 5 0 % 1 . 5 1 % 33.33% 33.33% 22 . 7 8 % 1 2 . 5 3 % 912 912 913 9 1 4 9 1 3 3.47 % HP HP HP ST:361-CB-D RIM: 910.97 ST:331-CB-D RIM: 910.49ST:321-CB-D RIM: 910.24 ST:311-CB-D RIM: 911.62 ST:301-CB-D RIM: 910.88 ST:351-CB-D RIM: 911.31 ST:341-CB-D RIM: 910.89 ST:410-CB RIM: 910.12 91 1 913 914 9 1 4 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.34 ST:212-CB RIM: 910.59 ST:211-CB RIM: 910.89 ST:210-CB RIM: 911.15 DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) 912.73 912.73 913.38 913.38 FFE=917.55 FC:910.66 TC:911.49 FC:912.81 TC:913.64 913.38 FC:912.53 TC:913.36 911.31 911.05 910.84 911.59 TW:911.27 TW:911.69 TW:912.54 912.40 913.84 913.03 1 . 0 9 % FC:911.62 TC:912.45 FC:911.24 TC:912.07 TW:912.12 BW:907.34 TW:913.41 BW:907.10 TW:912.50 BW:906.86 BW:907.57 BW:907.57 TW:910.75 BW:907.83 TW:911.18 BW:908.27 BW:908.36 TW:911.39 BW:908.27 TW:912.47 BW:908.35 BW:907.82 TW:911.63 912.25 910.33 910.10 909.86 906.86 907.10 907.33 TW:912.49 BW:908.24 BW:908.25 TW:911.60 ST:371-CB-D RIM: 911.33 ST:381-CB-D RIM: 911.21 ST:391-CB-D RIM: 911.36 7.0' CONCRETE SWALE EOF:910.79 EOF:911.07 EOF:912.29 EOF:912.04 EOF:912.19 0.20% 0.20 % 0.20% 0. 2 0 % 0. 2 0 % 0. 2 0 % EOF:911.32 EOF:911.72 EOF:912.14 EOF:912.45 EOF:911.71 1 . 0 3 % EOF:911.98EOF:911.72EOF:911.42EOF:911.17EOF:910.95 TC:911.29TC:911.27 INSET B ST:312-RD INV: 909.38 ST:362-RD INV: 909.38 ST:500-SWALE INV: 906.97 ST:501-RD INV: 909.38 ST:223-RD INV: 909.28 ST:222-CO INV: 908.97 INV: 908.97 ST:221-CO INV: 907.46 INV: 907.46 INV: 907.46 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L BS L Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y SD E SDESDESDESDESDESDESDESDE SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE CO CO CO 910 911 912 91 1 91 2 913 912 913 912 913 912 913 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 6 4 % 1 . 3 4 % 1 . 3 6 % 1 . 4 0 % 1.37% 1.56 % 1.67 % 1. 7 7 % 1 . 6 0 % 1. 2 9 % 1 . 2 8 % 2 . 1 5 % 1 . 4 4 % 1. 5 0 % 1 . 2 5 % 1 . 5 1 % 1.74 % 3 5 . 3 1 % 33.33% 33.33% 22 . 7 8 % 1 2 . 5 3 % 910 907 908 909 912 912 913 9 1 4 9 1 3 912 1. 5 3 % 3.47 % 910 907 908 909 910 912 910 25 . 0 0 % 10 . 0 0 % HP HP HP ST:361-CB-D RIM: 910.97 ST:331-CB-D RIM: 910.49ST:321-CB-D RIM: 910.24 ST:311-CB-D RIM: 911.62 ST:301-CB-D RIM: 910.88 ST:230-CB RIM: 911.24 ST:351-CB-D RIM: 911.31 ST:341-CB-D RIM: 910.89 ST:410-CB RIM: 910.12 91 1 913 914 9 1 4 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.34 ST:212-CB RIM: 910.59 ST:211-CB RIM: 910.89 ST:210-CB RIM: 911.15 DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) 1 . 0 0 % 10 . 1 2 % 912.73 912.73 ME:912.73 913.38 913.38 FFE=917.55 FC:910.66 TC:911.49 FC:911.17 TC:912.00 FC:912.81 TC:913.64 FC:911.31 TC:912.14 913.38 FC:912.53 TC:913.36 911.31 911.05 910.84 911.59 FC:911.14 TC:911.97 FC:911.46 TC:912.29 FC:911.50 TC:912.33 FC:911.76 TC:912.59 FC:911.72 TC:912.55 912.06 TW:910.99 912.27911.61 912.15 912.26 TW:911.27 TW:911.69 TW:912.54 912.40 912.28 912.68 913.84 913.03 TW:912.03 1 . 0 9 % 91 1 91 2 9 1 5 91 3 91 4 91 6 910 911 912 913 91 3 913 9 1 4 910 909 911 912 912 91 3 91 3 91 4 9 1 4 910 909911912913 91 4 91 5 91 6 91 7 915 914 916 917 FC:911.62 TC:912.45 FC:911.24 TC:912.07 TW:912.12 BW:907.34 TW:913.41 BW:907.10 TW:912.50 BW:906.86 BW:906.38 BW:907.57 BW:907.57 TW:910.75 BW:907.83 TW:911.18 BW:908.27 BW:908.36 TW:911.39 BW:911.34 TW:911.40BW:908.50 TW:911.50 BW:908.27 TW:912.47 BW:908.35 BW:907.82 TW:911.63 BW:908.50 912.25 910.33 910.10 909.86 906.39 909.40 906.86 906.35 909.35 906.35 909.35 906.30 906.30 909.70 907.10 907.33 TW:912.49 BW:908.24 BW:908.25 TW:911.60 BW:908.83TW:911.86 BW:908.88 TW:911.38 BW:909.80 TW:909.93BW:909.18 TW:912.16 BW:909.43 TW:912.43 BW:909.43 TW:912.43 BW:909.05 TW:912.07 BW:909.15 TW:912.16 BW:909.22 TW:912.10 BW:909.45TW:912.45 BW:909.45 TW:912.45 BW:909.17 TW:912.17 ST:371-CB-D RIM: 911.33 ST:381-CB-D RIM: 911.21 ST:391-CB-D RIM: 911.36 7.0' CONCRETE SWALE BW:908.98 TW:911.98 EOF:910.79 EOF:911.07 EOF:911.80 EOF:912.29 EOF:912.04 EOF:912.19 912 0.20% 0.20 % 0.20% 0. 2 0 % 0. 2 0 % 0. 2 0 % 0.2 0 % EOF:911.32 EOF:911.72 EOF:912.14 EOF:912.45 EOF:911.71 1 . 0 3 % EOF:911.98EOF:911.72EOF:911.42EOF:911.17EOF:910.95 EOF:912.13 EOF:912.07 FC:910.46 TC:911.29 FC:910.44 TC:911.27 911.49 910.26910.24 911.47 INSET B ST:312-RD INV: 909.38 ST:362-RD INV: 909.38 ST:500-SWALE INV: 906.97 ST:501-RD INV: 909.38 ST:223-RD INV: 909.28 ST:222-CO INV: 908.97 INV: 908.97 ST:221-CO INV: 907.46 INV: 907.46 INV: 907.46 ST:221.1-CO INV: 908.07 INV: 908.07 ST:221.2-RD INV: 908.12 Y Y Y YYYY Y Y Y Y Y Y SPOT GRADE SCHEMATIC MANHOLE DROP / YARD INLET WINDOW / AREA INLET CATCH BASIN (CURB INLET) 6" ASSUMES 6" HT. FROM TOP OF HOOD TO FLOW LINE. CONTRACTOR SHALL HOLD TOP OF HOOD ELEV. AND INSTALL PER STRUCTURE STANDARD DETAIL. ST:100-DI; -YI RIM:ELEV. ST:100-WI; -AI RIM:ELEV. ST:100-MH RIM:ELEV. ST:100-FES INV:ELEV. ST:100-HW INV:ELEV. ST:100-WW INV:ELEV. ST:100-CB RIM:ELEV. CURB & GUTTER 6" TC:100.50 TP:100.00 RETAINING WALL TW:ELEV. BW:ELEV. ASSUMES 6" HT. FROM FC TO TC PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED SPOT GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ; FC:BOTTOM OF CURB FG:FINAL GRADE ME:MATCH EXISTING HP:HIGHT POINT TW:TOP OF WALL BW:BOTTOM OF WALL FFE:FINISHED FLOOR ELEV. TP:107.89 2.00% 4:1 PROP. SLOPE GRADE PROP. RUN:RISE EOF:EMERGENCY OVERFLOW ELEVATION BS L BSL BSL BSL [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X X X X X X X X X X X XXXXXXXXXXXX DE-UE DE-UE ST:361-CB-D RIM: 910.97 FC:911.17 TC:912.00FC:911.14 TC:911.97 FC:911.46 TC:912.29 FC:911.50 TC:912.33 FC:911.76 TC:912.59 FC:911.72 TC:912.55 912.28 912.68 TW:912.03 910 911 BW:911.34 TW:911.40 BW:908.50 TW:911.50 BW:908.50 BW:908.83 TW:911.86 BW:908.88 TW:911.38 BW:909.80 TW:909.93 BW:909.18 TW:912.16 BW:909.43 TW:912.43 BW:909.43 TW:912.43 BW:909.05 TW:912.07 BW:909.15 TW:912.16 BW:909.22 TW:912.10 BW:909.45 TW:912.45 BW:909.45 TW:912.45 BW:909.17 TW:912.17 BW:908.98 TW:911.98 EOF:911.80 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH GR A D I N G & DR A I N A G E P L A N - I N S E T 3 C404 04 / 0 9 / 2 0 2 5 JA C MK B AL W 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 4 - G R D G D R N G - D E T L - C Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 0 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G I N S E T S . d w g C405 C402 NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE MATCH LINE MA T C H L I N E INSET B SCALE: 1" = 20'NORTH 04 / 2 5 / 2 0 2 5 . Pa g e 4 1 o f 1 9 7 Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E X X X X X X X X X X X X X X X X X X X XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX T CO CO CO CO CO CO 913 913 914 1 . 5 1 % 1 . 4 2 % 1 . 2 5 % 1 . 6 6 % 915 911 912 913 914 912 913 913 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 1 . 9 1 % 1. 5 3 % 1 2 . 1 7 % 1.0 0 % EXISTING POND TO REMAIN BOP: 902.0 OE: 907.0 HWL: 911.0 ROOF DRAIN REROUTING TO BE COORDINATED WITH MEP 1 . 0 0 % DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) EXISTING BUILDING FFE = 917.55 ST:1510-EX. DI 1 . 0 0 % 914.42 912.73 ME:912.73 913.38 ME:913.18 913.38 913.38 ME:913.39 FC:911.31 TC:912.14 ME:912.70 ME:912.73 ME:912.86 ME:914.00 912.73 912.73 FFE=917.55 913.38 913.38 ME:911.89 912.06 915.07 914.99 914.88 1 . 3 0 % 2.6 2 % 910 908909 911 910 915915 908 909 911 912 913 914 914 912 913 91 3 91 3 91 3 2.44% 1.26% 1. 5 8 % 9 1 3 9 1 3 9 1 3 912 91 3 913 91 3 EOF:912.13 EOF:912.07 ST:221-CO INV: 907.46 INV: 907.46 INV: 907.46 ST:221.1-CO INV: 908.07 INV: 908.07 ST:221.2-RD INV: 908.12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL Y YYY SD E SDE [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E 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 XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T DE-UE C O CO CO CO CO CO 912 913 912 913 914 913 91 2 1 . 0 0 % 1 . 0 0 % 1 . 0 0 % 1 . 4 0 % 1 . 4 4 % 1. 5 0 % 1 . 5 1 % 1 . 4 2 % 1 . 2 5 % 1 . 5 1 % 1 . 6 6 % 1.74 % 9 1 3 915 911 912 913 914 912 913 913 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 1 . 9 1 % 1. 5 3 % 1 2 . 1 7 % 1.0 0 % EXISTING POND TO REMAIN BOP: 902.0 OE: 907.0 HWL: 911.0 ROOF DRAIN REROUTING TO BE COORDINATED WITH MEP 1 . 0 0 % ST:230-CB RIM: 911.24 DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) EXISTING BUILDING FFE = 917.55 ST:210-CB RIM: 911.15 ST:1510-EX. DI 1 . 0 0 % 914.42 912.73 ME:912.73 913.38 ME:913.18 913.38 913.38 ME:913.39 FC:911.17 TC:912.00 FC:912.81 TC:913.64 FC:911.31 TC:912.14 ME:912.70 ME:912.73 ME:912.86 ME:914.00 912.73 912.73 FFE=917.55 913.38 913.38 FC:911.72 TC:912.55 ME:911.89 912.06 912.27 912.15 912.26 913.84 913.03 915.07 914.99 914.88 1 . 3 0 % 2.6 2 % 910 909911912 910 908909 911 910 915915 908 909 911 912 913 914 914 912 913 91 3 91 3 91 3 BW:909.43 TW:912.43 BW:909.43 TW:912.43 BW:909.22 TW:912.10 BW:909.17 TW:912.17 ST:371-CB-D RIM: 911.33 ST:381-CB-D RIM: 911.21 ST:391-CB-D RIM: 911.36 2.44% 1.26% 1. 5 8 % EOF:912.29 EOF:912.04 EOF:912.19 9 1 3 9 1 3 91 3 912 91 2 9 1 3 912 91 3 913 91 3 912 EOF:911.98 EOF:912.13 EOF:912.07 ST:221-CO INV: 907.46 INV: 907.46 INV: 907.46 ST:221.1-CO INV: 908.07 INV: 908.07 ST:221.2-RD INV: 908.12 Y Y Y YYYY Y Y Y Y Y Y SPOT GRADE SCHEMATIC MANHOLE DROP / YARD INLET WINDOW / AREA INLET CATCH BASIN (CURB INLET) 6" ASSUMES 6" HT. FROM TOP OF HOOD TO FLOW LINE. CONTRACTOR SHALL HOLD TOP OF HOOD ELEV. AND INSTALL PER STRUCTURE STANDARD DETAIL. ST:100-DI; -YI RIM:ELEV. ST:100-WI; -AI RIM:ELEV. ST:100-MH RIM:ELEV. ST:100-FES INV:ELEV. ST:100-HW INV:ELEV. ST:100-WW INV:ELEV. ST:100-CB RIM:ELEV. CURB & GUTTER 6" TC:100.50 TP:100.00 RETAINING WALL TW:ELEV. BW:ELEV. ASSUMES 6" HT. FROM FC TO TC PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED SPOT GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ; FC:BOTTOM OF CURB FG:FINAL GRADE ME:MATCH EXISTING HP:HIGHT POINT TW:TOP OF WALL BW:BOTTOM OF WALL FFE:FINISHED FLOOR ELEV. TP:107.89 2.00% 4:1 PROP. SLOPE GRADE PROP. RUN:RISE EOF:EMERGENCY OVERFLOW ELEVATION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH GR A D I N G & DR A I N A G E P L A N - I N S E T 4 C405 04 / 0 9 / 2 0 2 5 JA C MK B AL W 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 - G R D G D R N G - D E T L - D Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 1 5 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G I N S E T S . d w g C403 C404 NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE MATCH LINE MA T C H L I N E MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 4 2 o f 1 9 7 925 925 925 H. Scale:1"=40' | V. Scale: 1"=4' 100-FES TO 170-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 90 6 . 2 5 90 9 . 6 2 0 91 1 . 3 2 5 91 1 . 0 9 5 1+00 91 1 . 3 3 91 1 . 5 5 6 91 1 . 6 5 6 91 1 . 4 7 2 2+00 91 1 . 8 4 91 1 . 1 5 4 91 1 . 2 8 1 91 1 . 4 0 8 3+00 91 1 . 5 4 91 1 . 6 5 4 91 1 . 7 9 0 91 1 . 9 5 8 4+00 91 2 . 1 5 91 2 . 3 3 7 90 7 . 3 7 91 2 . 4 7 8 90 9 . 3 1 91 2 . 6 1 3 5+00 91 1 . 5 91 2 . 7 2 91 1 . 5 0 91 2 . 5 2 2 91 0 . 8 4 91 2 . 1 3 2 91 0 . 9 2 91 2 . 1 5 3 6+00 91 1 . 8 91 2 . 4 5 91 2 . 5 0 91 2 . 7 4 1 91 3 . 1 4 91 3 . 0 3 5 91 3 . 2 1 925 925925925 116 LF OF ClASS III 15" RCP @ 0.21% 209 LF OF ClASS III 18" RCP @ 0.21% 127 LF OF ClASS III 24" RCP @ 0.21% 51 LF OF ClASS IV 30" RCP @ 0.25% 122 LF OF ClASS III 30" RCP @ 0.25% 51 LF OF ClASS III 30" RCP @ 0.25% ST : 1 6 0 - C B RI M : 9 1 3 . 2 5 IN V O U T : 9 0 9 . 2 0 ( 1 5 " R C P ) ( 1 5 0 ) ST : 1 5 0 - C B RI M : 9 1 1 . 9 9 IN V I N : 9 0 8 . 9 6 ( 1 5 " R C P ) ( 1 6 0 ) IN V O U T : 9 0 8 . 7 1 ( 1 8 " R C P ) ( 1 4 0 ) ST : 1 4 0 - C B RI M : 9 1 1 . 8 0 IN V I N : 9 0 8 . 2 8 ( 1 8 " R C P ) ( 1 4 1 ) IN V I N : 9 0 8 . 2 8 ( 1 8 " R C P ) ( 1 5 0 ) IN V O U T : 9 0 7 . 7 8 ( 2 4 " R C P ) ( 1 3 0 ) ST : 1 3 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 7 . 5 1 ( 2 4 " R C P ) ( 1 3 1 ) IN V I N : 9 0 7 . 5 1 ( 2 4 " R C P ) ( 1 4 0 ) IN V O U T : 9 0 7 . 0 1 ( 3 0 " R C P ) ( 1 2 0 ) ST : 1 2 0 - C B RI M : 9 1 1 . 4 8 IN V I N : 9 0 6 . 8 8 ( 3 0 " R C P ) ( 1 3 0 ) IN V O U T : 9 0 6 . 7 8 ( 3 0 " R C P ) ( 1 1 0 ) ST : 1 1 0 - C B RI M : 9 1 0 . 8 8 IN V I N : 9 0 6 . 4 8 ( 3 0 " R C P ) ( 1 2 0 ) IN V I N : 9 0 6 . 9 8 ( 2 4 " R C P ) ( 1 1 1 ) IN V O U T : 9 0 6 . 3 8 ( 3 0 " R C P ) ( 1 0 0 ) ST : 1 0 0 - 3 0 ' ' - F E S RI M : 9 0 9 . 1 2 IN V I N : 9 0 6 . 2 5 ( 3 0 " R C P ) ( 1 1 0 ) PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET YI YARD INLET RD ROOF DRAIN ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, YI: CENTER OF GRATE OR LID INV: FES: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET FES WITH RIPRAP APRON FES FLARED END SECTION 925 H. Scale:1"=40' | V. Scale: 1"=4' 110-CB TO 114-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 0 . 8 8 90 7 . 5 5 91 1 . 2 5 5 90 9 . 9 3 91 0 . 8 4 8 91 0 . 8 1 91 0 . 9 7 3 1+00 91 1 . 0 91 1 . 1 0 91 0 . 9 5 91 1 . 2 2 3 91 0 . 9 2 91 1 . 3 4 8 91 0 . 7 6 91 1 . 4 7 3 2+00 91 0 . 6 91 1 . 6 0 91 0 . 4 0 91 1 . 7 9 9 91 0 . 2 8 91 2 . 0 3 4 91 0 . 2 7 91 2 . 2 8 4 3+00 91 0 . 1 91 2 . 5 4 90 9 . 7 9 91 2 . 8 2 0 90 9 . 5 5 91 2 . 9 6 1 90 9 . 5 0 91 2 . 8 7 3 182 LF OF ClASS IV 15" RCP @ 0.48% 162 LF OF ClASS IV 18" RCP @ 0.48% 43 LF OF ClASS III 24" RCP @ 0.48% ST : 1 1 0 - C B RI M : 9 1 0 . 8 8 IN V I N : 9 0 6 . 4 8 ( 3 0 " R C P ) ( 1 2 0 ) IN V I N : 9 0 6 . 9 8 ( 2 4 " R C P ) ( 1 1 1 ) IN V O U T : 9 0 6 . 3 8 ( 3 0 " R C P ) ( 1 0 0 ) ST : 1 1 3 - C B RI M : 9 1 2 . 6 5 IN V O U T : 9 0 9 . 5 7 ( 1 5 " R C P ) ( 1 1 2 ) ST : 1 1 2 - C B RI M : 9 1 1 . 6 2 IN V I N : 9 0 8 . 7 0 ( 1 5 " R C P ) ( 1 1 3 ) IN V O U T : 9 0 8 . 4 5 ( 1 8 " R C P ) ( 1 1 1 ) ST : 1 1 1 - C B RI M : 9 1 0 . 8 1 IN V I N : 9 0 7 . 6 8 ( 1 8 " R C P ) ( 1 1 2 ) IN V O U T : 9 0 7 . 1 8 ( 2 4 " R C P ) ( 1 1 0 ) H. Scale:1"=40' | V. Scale: 1"=4' 200-FES TO 230-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 90 6 . 2 5 90 9 . 6 2 0 91 2 . 1 8 5 91 1 . 1 6 1 1+00 91 1 . 2 2 91 1 . 2 7 3 91 2 . 0 9 2 91 1 . 1 4 9 2+00 91 1 . 0 4 91 0 . 9 3 2 91 0 . 8 2 4 91 0 . 7 1 6 3+00 H. Scale:1"=40' | V. Scale: 1"=4' H. Scale:1"=40' | V. Scale: 1"=4' 140-CB TO 141-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 130-CB TO 131-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 1 . 1 5 0+00 91 1 . 7 9 16 LF OF ClASS IV 30" RCP @ 0.10% 71 LF OF ClASS III 36" RCP @ 0.10% 20 LF OF ClASS V 24" RCP @ 0.50%20 LF OF ClASS V 18" RCP @ 1.00% ST : 1 3 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 7 . 5 1 ( 2 4 " R C P ) ( 1 3 1 ) IN V I N : 9 0 7 . 5 1 ( 2 4 " R C P ) ( 1 4 0 ) IN V O U T : 9 0 7 . 0 1 ( 3 0 " R C P ) ( 1 2 0 ) ST:131-CB RIM:910.35 INV OUT:907.61 (24" RCP)(130) ST : 1 4 0 - C B RI M : 9 1 1 . 8 0 IN V I N : 9 0 8 . 2 8 ( 1 8 " R C P ) ( 1 4 1 ) IN V I N : 9 0 8 . 2 8 ( 1 8 " R C P ) ( 1 5 0 ) IN V O U T : 9 0 7 . 7 8 ( 2 4 " R C P ) ( 1 3 0 ) ST:141-CB RIM:910.96 INV OUT:908.48 (18" RCP)(140) ST : 2 4 0 - C B RI M : 9 1 0 . 6 1 ST:230-CB RIM:911.24 INV OUT:906.90 (30" RCP)(220) ST : 2 1 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 6 . 8 2 ( 3 0 " R C P ) ( 2 1 1 ) IN V I N : 9 0 6 . 8 2 ( 3 0 " R C P ) ( 2 2 0 ) IN V O U T : 9 0 6 . 3 2 ( 3 6 " R C P ) ( 2 0 0 ) ST : 2 0 0 - 3 6 ' ' - F E S RI M : 9 0 9 . 6 7 IN V I N : 9 0 6 . 2 5 ( 3 6 " R C P ) ( 2 1 0 ) 67 LF OF ClASS IV 30" RCP @ 0.10% ST : 2 2 0 - C B RI M : 9 1 1 . 3 0 IN V I N : 9 0 6 . 8 8 IN V I N : 9 0 6 . 8 8 IN V O U T : 9 0 6 . 8 8 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 4 0 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g ST O R M PR O F I L E S C406 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 3 o f 1 9 7 H. Scale:1"=40' | V. Scale: 1"=4' 210-CB TO 212-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 1 . 1 5 91 1 . 0 9 6 91 1 . 0 4 0 91 0 . 9 8 4 1+00 90 7 . 9 91 0 . 9 3 91 1 . 1 4 91 0 . 8 7 2 91 1 . 4 5 91 0 . 8 1 7 91 3 . 1 7 91 0 . 7 6 1 2+00 91 4 . 8 91 0 . 7 0 91 4 . 3 1 91 0 . 6 4 9 91 5 . 6 7 91 0 . 5 9 3 H. Scale:1"=40' | V. Scale: 1"=4' 118 LF OF ClASS IV 30" RCP @ 0.10% 134 LF OF ClASS IV 18" RCP @ 0.75% ST : 2 1 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 6 . 8 2 ( 3 0 " R C P ) ( 2 1 1 ) IN V I N : 9 0 6 . 8 2 ( 3 0 " R C P ) ( 2 2 0 ) IN V O U T : 9 0 6 . 3 2 ( 3 6 " R C P ) ( 2 0 0 ) ST : 2 1 1 - C B RI M : 9 1 0 . 8 9 IN V I N : 9 0 6 . 9 4 ( 1 8 " R C P ) ( 2 1 2 ) IN V O U T : 9 0 6 . 9 4 ( 3 0 " R C P ) ( 2 1 0 ) ST : 2 1 2 - C B RI M : 9 1 0 . 5 9 IN V O U T : 9 0 7 . 9 4 ( 1 8 " R C P ) ( 2 1 1 ) PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET YI YARD INLET RD ROOF DRAIN ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, YI: CENTER OF GRATE OR LID INV: FES: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET FES WITH RIPRAP APRON FES FLARED END SECTION 925 925 H. Scale:1"=40' | V. Scale: 1"=4' 320-SWALE TO 321-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 925 H. Scale:1"=40' | V. Scale: 1"=4' 310-SWALE TO 312-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 330-SWALE TO 331-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 300-SWALE TO 301-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 340-SWALE TO 341-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 4 . 4 90 7 . 5 3 0+50 11 LF OF ClASS IV 15" RCP @ 0.50% 0+00 91 3 . 6 90 7 . 2 7 0+50 7 LF OF ClASS III 15" RCP @ 1.00% 0+00 91 4 . 3 91 4 . 2 8 0+50 0+00 91 4 . 2 90 7 . 9 4 0+50 22 LF OF ClASS IV 15" RCP @ 0.50% 22 LF OF ClASS IV 18" RCP @ 0.50% 0+00 91 2 . 8 90 6 . 6 7 0+50 6 LF OF ClASS III 15" RCP @ 1.00% 925 925 925 925 925 925 ST : 3 0 1 - C B - D RI M : 9 1 0 . 8 8 IN V O U T : 9 0 6 . 7 4 ( 1 5 " R C P ) ( 3 0 0 ) ST:300-SWALE RIM:908.19 INV IN:906.67 (15" RCP)(301) ST:310-SWALE RIM:909.07 INV IN:907.27 (15" RCP)(311) ST:320-SWALE RIM:909.05 INV IN:907.53 (15" RCP)(321) ST : 3 2 1 - C B - D RI M : 9 1 0 . 2 4 IN V O U T : 9 0 7 . 5 8 ( 1 5 " R C P ) ( 3 2 0 ) ST : 3 3 1 - C B - D RI M : 9 1 0 . 4 9 IN V O U T : 9 0 7 . 8 4 ( 1 5 " R C P ) ( 3 3 0 ) ST:330-SWALE RIM:909.25 INV IN:907.73 (15" RCP)(331) ST : 3 4 1 - C B - D RI M : 9 1 0 . 8 9 IN V O U T : 9 0 8 . 0 5 ( 1 8 " R C P ) ( 3 4 0 ) ST:340-SWALE RIM:909.74 INV IN:907.94 (18" RCP)(341) ST : 3 1 1 - C B - D RI M : 9 1 1 . 6 2 IN V I N : 9 0 8 . 2 5 ( 4 " P V C ) ( 3 1 2 ) IN V O U T : 9 0 7 . 3 4 ( 1 5 " R C P ) ( 3 1 0 ) H. Scale:1"=40' | V. Scale: 1"=4' 350-SWALE TO 351-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 925 925 0+00 91 3 . 5 90 8 . 1 6 0+50 22 LF OF ClASS IV 15" RCP @ 1.00% 22 LF OF ClASS IV 18" RCP @ 0.50% ST:350-SWALE RIM:909.68 INV IN:908.16 (15" RCP)(351)ST : 3 5 1 - C B - D RI M : 9 1 1 . 3 1 IN V O U T : 9 0 8 . 3 8 ( 1 5 " R C P ) ( 3 5 0 ) H. Scale:1"=40' | V. Scale: 1"=4' 360-SWALE TO 362-DI 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4'H. Scale:1"=40' | V. Scale: 1"=4'H. Scale:1"=40' | V. Scale: 1"=4' -0+25 0+00 90 7 . 6 90 8 . 7 3 0+50 7 LF OF ClASS V 18" RCP @ 2.00% H. Scale:1"=40' | V. Scale: 1"=4' 370-SWALE TO 371-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 -0+25 0+00 91 1 . 7 90 9 . 3 4 0+25 11 LF OF ClASS V 15" RCP @ 3.00% H. Scale:1"=40' | V. Scale: 1"=4' 380-SWALE TO 381-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 -0+25 0+00 91 1 . 8 90 9 . 2 5 0+25 11 LF OF ClASS V 15" RCP @ 2.00% ST : 3 6 1 - C B - D RI M : 9 1 0 . 9 7 IN V I N : 9 0 8 . 8 7 ( 4 " P V C ) ( 3 6 2 ) IN V O U T : 9 0 8 . 8 7 ( 1 8 " R C P ) ( 3 6 0 ) ST:360-SWALE RIM:910.25 INV IN:908.73 (18" RCP)(361) ST : 3 7 1 - C B - D RI M : 9 1 1 . 3 3 IN V O U T : 9 0 9 . 6 8 ( 1 5 " R C P ) ( 3 7 0 ) ST:370-SWALE RIM:910.86 INV IN:909.34 (15" RCP)(371) ST : 3 8 1 - C B - D RI M : 9 1 1 . 2 1 IN V O U T : 9 0 9 . 4 9 ( 1 5 " R C P ) ( 3 8 0 ) ST:380-SWALE RIM:911.06 INV IN:909.26 (15" RCP)(381) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A ( 2 ) Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 4 9 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g ST O R M PR O F I L E S C407 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 4 o f 1 9 7 H. Scale:1"=40' | V. Scale: 1"=4'H. Scale:1"=40' | V. Scale: 1"=4' H. Scale:1"=40' | V. Scale: 1"=4' 400-FES TO 420-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' H. Scale:1"=40' | V. Scale: 1"=4' 410-CB TO 411-CB 895 900 905 910 915 920 925 0+00 91 1 . 9 90 6 . 2 5 91 2 . 0 8 90 9 . 6 2 0 91 2 . 1 3 91 1 . 1 2 6 91 2 . 1 3 91 0 . 1 0 8 1+00 91 2 . 0 91 0 . 0 5 91 1 . 9 8 90 9 . 9 9 4 2+00 70 LF OF ClASS III 15" RCP @ 1.00% H. Scale:1"=40' | V. Scale: 1"=4' 71 LF OF ClASS III 24" RCP @ 0.25% -0+25 0+00 91 2 . 1 91 0 . 1 2 91 2 . 2 5 91 0 . 1 7 5 91 2 . 4 3 91 0 . 2 3 2 91 3 . 2 9 91 0 . 2 9 0 1+00 98 LF OF ClASS IV 15" RCP @ 1.00% H. Scale:1"=40' | V. Scale: 1"=4' 380-SWALE TO 381-CB 895 900 905 910 915 920 925 0+25 11 LF OF ClASS V 15" RCP @ 2.00% H. Scale:1"=40' | V. Scale: 1"=4' 390-SWALE TO 391-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 -0+25 0+00 91 2 . 0 90 9 . 3 0 0+25 12 LF OF ClASS V 15" RCP @ 2.00% ST : 3 9 1 - C B - D RI M : 9 1 1 . 3 6 IN V O U T : 9 0 9 . 5 3 ( 1 5 " R C P ) ( 3 9 0 ) ST:390-SWALE RIM:910.82 INV IN:909.30 (15" RCP)(391) ST : 4 1 0 - C B RI M : 9 1 0 . 1 2 IN V I N : 9 0 6 . 4 3 ( 1 5 " R C P ) ( 4 1 1 ) IN V I N : 9 0 6 . 4 3 ( 1 5 " R C P ) ( 4 2 0 ) IN V O U T : 9 0 6 . 4 3 ( 2 4 " R C P ) ( 4 0 0 ) ST : 4 2 0 - C B - D RI M : 9 0 9 . 9 6 IN V O U T : 9 0 7 . 1 3 ( 1 5 " R C P ) ( 4 1 0 ) ST : 4 0 0 - 2 4 ' ' - F E S RI M : 9 0 8 . 5 8 IN V I N : 9 0 6 . 2 5 ( 2 4 " R C P ) ( 4 1 0 ) ST : 4 1 0 - C B RI M : 9 1 0 . 1 2 IN V I N : 9 0 6 . 4 3 ( 1 5 " R C P ) ( 4 1 1 ) IN V I N : 9 0 6 . 4 3 ( 1 5 " R C P ) ( 4 2 0 ) IN V O U T : 9 0 6 . 4 3 ( 2 4 " R C P ) ( 4 0 0 ) ST : 4 1 1 - C B RI M : 9 1 0 . 3 4 IN V O U T : 9 0 7 . 4 0 ( 1 5 " R C P ) ( 4 1 0 ) PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET YI YARD INLET RD ROOF DRAIN ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, YI: CENTER OF GRATE OR LID INV: FES: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET FES WITH RIPRAP APRON FES FLARED END SECTION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A ( 5 ) Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 5 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g ST O R M PR O F I L E S C408 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 5 o f 1 9 7 H. Scale:1"=40' | V. Scale: 1"=4' 10-OCS TO 1100-EX-CB 895 900 905 910 915 895 900 905 910 915 0+00 90 9 . 9 90 6 . 2 5 90 9 . 6 0 90 9 . 6 1 8 90 9 . 5 8 91 0 . 9 3 9 90 9 . 5 5 91 0 . 7 0 5 1+00 90 9 . 8 91 0 . 0 8 90 9 . 9 0 91 0 . 2 9 9 90 9 . 9 4 91 0 . 3 4 9 90 9 . 9 8 91 0 . 4 1 6 2+00 91 0 . 0 91 0 . 4 7 91 0 . 1 9 91 0 . 6 1 6 91 0 . 3 4 91 0 . 7 2 4 91 0 . 4 5 91 0 . 7 9 1 3+00 91 0 . 6 91 0 . 8 8 91 0 . 6 4 91 0 . 9 1 5 91 0 . 6 6 91 0 . 9 0 0 91 0 . 7 9 91 0 . 9 7 9 4+00 91 1 . 3 91 1 . 4 3 91 1 . 8 0 91 1 . 9 0 5 91 2 . 9 7 91 3 . 0 1 9 91 3 . 1 9 5+00 91 3 . 5 91 3 . 7 9 91 4 . 0 8 91 4 . 2 4 6+00 91 3 . 9 91 3 . 4 7 91 3 . 1 3 91 2 . 6 3 7+00 91 1 . 8 91 0 . 2 1 91 0 . 3 5 5 90 9 . 3 8 90 9 . 7 4 6 91 0 . 3 6 90 9 . 3 7 8 8+00 91 0 . 7 91 0 . 3 4 90 8 . 8 5 9+00 358 LF OF ClASS III 30" RCP @ 0.13% 83 LF OF ClASS III 30" RCP @ 0.10% 395 LF OF ClASS III 30" RCP @ 0.14% 30 LF OF ClASS III 30" RCP @ 0.14% ST : 1 1 - M H RI M : 9 1 0 . 0 8 IN V I N : 9 0 4 . 4 7 IN V O U T : 9 0 4 . 4 7 ST : 1 0 - O C S - 6 0 " RI M : 9 0 9 . 0 0 IN V O U T : 9 0 4 . 5 5 ST : 1 2 - M H RI M : 9 1 2 . 5 5 IN V I N : 9 0 3 . 9 9 IN V O U T : 9 0 3 . 9 9 ST : 1 3 - M H RI M : 9 0 9 . 8 8 IN V I N : 9 0 3 . 4 4 IN V I N : 9 0 5 . 9 0 IN V O U T : 9 0 3 . 4 4 ST : 1 1 0 0 - E X . C B RI M : 9 0 7 . 6 9 IN V I N : 9 0 3 . 4 0 IN V I N : 9 0 3 . 4 0 IN V O U T : 9 0 3 . 4 0 IN V O U T : 9 0 3 . 4 0 SEE STO-19 R1642 R1642 R1642 SEE STO-10 R3067V R3067V R3067V EXISTING SEE STO-10 R3067V CASTING TYPE N/A N/A N/A R3067V R3067V R3067V R3067V N/A R3067V SEE STO-10 R3067V R3067V N/A R3067V R3067V R3067V R3067V R3067V R3067V R3067V R3067V R3067V R3067V STRUCTURE DATA TABLE STR. No. 10 11 12 13 100 110 111 112 113 120 130 131 140 141 150 160 200 210 211 212 TYPE OCS-60" MH MH MH 30''-FES CB-MH 36''-FES RIM ELEV. 909.00' 910.08' 912.55' 909.88' 909.12' 910.88' 910.81' 911.62' 912.65' 911.48' 911.15' 910.35' 911.80' 910.96' 911.99' 913.25' 909.67' 911.15' 910.89' 910.59' PIPES IN SIZE @ INV. 30" RCP @ 904.47' 30" RCP @ 903.99' 30" RCP @ 903.44' 15" RCP @ 905.90' 30" RCP @ 906.25' 30" RCP @ 906.48' 24" RCP @ 906.98' 18" RCP @ 907.68' 15" RCP @ 908.70' 30" RCP @ 906.88' 24" RCP @ 907.51' 24" RCP @ 907.51' 18" RCP @ 908.28' 18" RCP @ 908.28' 15" RCP @ 908.96' 36" RCP @ 906.25' 30" RCP @ 906.82' 30" RCP @ 906.82' 18" RCP @ 906.94' FROM NODE 10 11 12 1111 110 120 111 112 113 130 131 140 141 150 160 210 211 220 212 PIPE OUT INVERT: (LENGTH of SIZE @ SLOPE) 904.55': (83' of 30" RCP - @ 0.10%) 904.47': (358' of 30" RCP - @ 0.13%) 903.99': (395' of 30" RCP - @ 0.14%) 903.44': (30' of 30" RCP - @ 0.14%) 906.38': (51' of 30" RCP - @ 0.25%) 907.18': (43' of 24" RCP - @ 0.48%) 908.45': (162' of 18" RCP - @ 0.48%) 909.57': (182' of 15" RCP - @ 0.48%) 906.78': (122' of 30" RCP - @ 0.25%) 907.01': (51' of 30" RCP - @ 0.25%) 907.61': (20' of 24" RCP - @ 0.50%) 907.78': (127' of 24" RCP - @ 0.21%) 908.48': (20' of 18" RCP - @ 1.00%) 908.71': (209' of 18" RCP - @ 0.21%) 909.20': (116' of 15" RCP - @ 0.21%) 906.32': (71' of 36" RCP - @ 0.10%) 906.94': (118' of 30" RCP - @ 0.10%) 907.94': (134' of 18" RCP - @ 0.75%) TO NODE 11 12 13 1100 100 110 111 112 110 120 130 130 140 140 150 200 210 211 60 x 60 inch Rectangular Structure Slab Top Cylindrical Structure 48 dia 24 dia Frm 6 FrHt 6 Slab 6 Wall 6 Floor Slab Top Cylindrical Structure 48 dia 24 dia Frm 6 FrHt 6 Slab 6 Wall 6 Floor Slab Top Cylindrical Structure 48 dia 24 dia Frm 6 FrHt 6 Slab 6 Wall 6 Floor 30 inch Flared End Section 67 x 74 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure 36 x 36 Rect Structure 36 x 30 Frm 36 inch Flared End Section 67 x 74 48 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure STRUCTURE DATA TABLE STR. No. 220 221 221.1 221.2 222 223 230 240 300 301 310 311 312 320 321 330 331 340 341 350 TYPE CB-MH CO CO RD CO RD SWALE CB-D-MH SWALE RD SWALE SWALE SWALE SWALE RIM ELEV. 911.30' 912.73' 913.34' 913.38' 912.73' 913.28' 911.24' 910.61' 908.19' 910.88' 909.07' 911.62' 913.38' 909.05' 910.24' 909.25' 910.49' 909.74' 910.89' 909.68' PIPES IN SIZE @ INV. 30" RCP @ 906.88' 4" PVC @ 906.88' 4" PVC @ 907.46' 4" PVC @ 907.46' 4" PVC @ 908.07' 4" PVC @ 908.97' 18" RCP @ 906.90' 15" RCP @ 906.67' 15" RCP @ 907.27' 4" PVC @ 908.25' 15" RCP @ 907.53' 15" RCP @ 907.73' 18" RCP @ 907.94' 15" RCP @ 908.16' FROM NODE 230 221 221.1 222 221.2 223 240 301 311 312 321 331 341 351 PIPE OUT INVERT: (LENGTH of SIZE @ SLOPE) 906.88': (67' of 30" RCP - @ 0.10%) 907.46': (102' of 4" PVC - @ 0.57%) 908.07': (61' of 4" PVC - @ 1.00%) 908.12': (5' of 4" PVC - @ 1.00%) 908.97': (263' of 4" PVC - @ 0.57%) 909.28': (55' of 4" PVC - @ 0.57%) 906.90': (16' of 30" RCP - @ 0.10%) 908.04': (146' of 18" RCP - @ 0.78%) 906.74': (6' of 15" RCP - @ 1.00%) 907.34': (7' of 15" RCP - @ 1.00%) 909.38': (105' of 4" PVC - @ 1.07%) 907.58': (11' of 15" RCP - @ 0.50%) 907.84': (22' of 15" RCP - @ 0.50%) 908.05': (22' of 18" RCP - @ 0.50%) TO NODE 210 220 221 221.1 221 222 220 230 300 310 311 320 330 340 36 x 36 Rect Structure 36 x 30 Frm 12 inch Cylindrical Structure 12 inch Cylindrical Structure 12 inch Cylindrical Structure 12 inch Cylindrical Structure 12 inch Cylindrical Structure 48 inch Cylindrical Structure 48 inch Cylindrical Structure N/A 72 inch Cylindrical Structure 72 inch Cylindrical Structure 12 inch Cylindrical Structure 72 inch Cylindrical Structure 72 inch Cylindrical Structure 72 inch Cylindrical Structure STRUCTURE DATA TABLE STR. No. 351 360 361 362 370 371 380 381 390 391 400 410 411 420 500 501 1100 TYPE CB-D-MH SWALE RD SWALE SWALE SWALE 24''-FES CB-MH CB-MH SWALE RD EX. CB RIM ELEV. 911.31' 910.25' 910.97' 913.38' 910.86' 911.33' 911.06' 911.21' 910.82' 911.36' 908.58' 910.12' 910.34' 909.96' 907.36' 913.38' 907.69' PIPES IN SIZE @ INV. 18" RCP @ 908.73' 4" PVC @ 908.87' 15" RCP @ 909.34' 15" RCP @ 909.26' 15" RCP @ 909.30' 24" RCP @ 906.25' 15" RCP @ 906.43' 15" RCP @ 906.43' 4" PVC @ 906.97' 30" RCP @ 903.40' 15" RCP @ 903.40' FROM NODE 361 362 371 381 391 410 411 420 501 13 1550 PIPE OUT INVERT: (LENGTH of SIZE @ SLOPE) 908.38': (22' of 15" RCP - @ 1.00%) 908.87': (7' of 18" RCP - @ 2.00%) 909.38': (177' of 4" PVC - @ 0.29%) 909.68': (11' of 15" RCP - @ 3.00%) 909.49': (11' of 15" RCP - @ 2.00%) 909.53': (12' of 15" RCP - @ 2.00%) 906.43': (71' of 24" RCP - @ 0.25%) 907.40': (98' of 15" RCP - @ 1.00%) 907.13': (70' of 15" RCP - @ 1.00%) 909.38': (81' of 4" PVC - @ 2.96%) 903.40': (8' of 15" RCP - @ 11584.41%) 903.40': (43' of 15" RCP - @ 2082.34%) TO NODE 350 360 361 370 380 390 400 410 410 500 1560 1650 72 inch Cylindrical Structure N/A 72 inch Cylindrical Structure 12 inch Cylindrical Structure 72 inch Cylindrical Structure 72 inch Cylindrical Structure 72 inch Cylindrical Structure 24 inch Flared End Section 67 x 74 48 inch Cylindrical Structure 48 inch Cylindrical Structure 72 inch Cylindrical Structure 12 inch Cylindrical Structure 36 x 36 Rect Structure 36 x 30 Frm CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH CB-MH N/A N/A N/A N/A N/A CASTING TYPE N/A N/A N/A N/A N/A N/A R3067V R3067V R3067V R3067V R3067V R3067V R3067V R3067V N/A N/A N/A N/A N/A N/A CB-MH CB-MH CB-D-MH CB-D-MH CB-D-MH CB-D-MH N/A N/A N/A N/A N/A N/A N/A CASTING TYPE CB-D-MH CB-D-MH CB-D-MH CB-D-MH CB-D-MH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A ( 4 ) Ap r i l 0 9 , 2 0 2 5 0 9 : 1 5 : 5 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g ST O R M PR O F I L E S C409 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 6 o f 1 9 7 H. Scale:1"=40' | V. Scale: 1"=4' CONCRETE SWALE 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 1 . 9 90 6 . 2 5 91 1 . 7 6 90 6 . 3 0 1 91 1 . 8 8 90 6 . 3 5 2 91 2 . 0 7 90 6 . 4 0 2 1+00 91 2 . 3 90 6 . 4 5 91 2 . 4 3 90 6 . 5 0 4 91 2 . 5 0 90 6 . 5 5 5 91 2 . 6 8 90 6 . 6 0 5 2+00 91 2 . 8 90 6 . 6 6 91 2 . 7 8 90 6 . 7 0 7 91 2 . 8 0 90 6 . 7 5 7 91 3 . 0 0 90 6 . 8 0 8 3+00 91 3 . 2 90 6 . 8 6 91 3 . 3 5 90 6 . 9 1 0 91 3 . 3 7 90 6 . 9 6 0 91 3 . 2 9 90 7 . 0 1 1 4+00 91 3 . 2 90 7 . 0 6 91 3 . 3 4 90 7 . 1 1 2 91 3 . 5 0 90 7 . 1 6 3 91 3 . 5 7 90 7 . 2 1 4 5+00 91 3 . 6 90 7 . 2 6 91 3 . 5 7 90 7 . 3 1 5 91 3 . 7 4 90 7 . 3 6 6 91 3 . 9 3 90 7 . 4 1 7 6+00 91 4 . 2 90 7 . 4 7 91 4 . 4 2 90 7 . 5 1 8 91 4 . 5 2 90 7 . 5 6 9 91 4 . 3 8 90 7 . 6 2 0 7+00 91 4 . 2 90 7 . 6 7 91 4 . 2 5 90 7 . 7 2 1 91 4 . 2 2 90 7 . 7 7 2 91 4 . 0 5 90 7 . 8 2 3 8+00 91 4 . 0 90 7 . 8 7 91 4 . 1 1 90 7 . 9 2 4 91 4 . 0 3 90 7 . 9 7 5 91 3 . 8 2 90 8 . 0 2 5 9+00 91 3 . 7 90 8 . 0 8 91 3 . 5 7 90 8 . 1 2 7 91 3 . 5 0 90 8 . 1 7 7 91 3 . 4 3 90 8 . 2 2 8 10+00 91 3 . 3 90 8 . 2 8 91 3 . 2 2 90 8 . 3 3 0 91 3 . 0 5 90 8 . 3 8 0 91 2 . 3 1 90 8 . 4 3 1 11+00 91 1 . 4 90 8 . 4 8 STA:0+00.00 ELEV:906.25 STA:11+00.00 ELEV:908.48 PROPOSED CENTERLINE OF CONCRETE SWALE A A B B C C 0.20% 0.20% 0.20% PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET YI YARD INLET RD ROOF DRAIN ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, YI: CENTER OF GRATE OR LID INV: FES: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET FES WITH RIPRAP APRON FES FLARED END SECTION H. Scale:1"=40' | V. Scale: 1"=4' SECTION A-A 905 910 915 905 910 915 0+00 91 2 . 0 90 9 . 3 8 91 1 . 8 9 90 9 . 3 6 4 0+50 H. Scale:1"=40' | V. Scale: 1"=4' SECTION B-B 905 910 915 905 910 915 0+00 91 3 . 1 90 9 . 8 4 91 3 . 1 1 91 1 . 5 7 4 0+50 H. Scale:1"=40' | V. Scale: 1"=4' SECTION C-C 905 910 915 905 910 915 0+00 91 4 . 3 91 0 . 8 9 0+50 STA:0+08.51 ELEV:909.54 STA:0+08.00 ELEV:907.64 DEPTH:1.89' DEPTH:1.55' STA:0+16.00 ELEV:906.84 STA:0+16.28 ELEV:908.39 DEPTH:1.38' STA:0+20.16 ELEV:907.75 STA:0+16.00 ELEV:906.37 10-YEAR STAGING 10-YEAR STAGING 10-YEAR STAGING 3:1 SIDE SLOPE 3:1 SIDE SLOPE 3:1 SIDE SLOPE RETAINING WALL RETAINING WALL RETAINING WALL STA:0+09.00 ELEV:911.38STA:0+00.00 ELEV:910.89 STA:0+17.00 ELEV:912.41 STA:0+00.00 ELEV:909.84 STA:0+25.00 ELEV:909.36STA:0+00.00 ELEV:909.38 YYYYYYYYYYYYYYYYYYYY Y Y SDESDESDESDESDE S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] X X X X X X X X X X X X XXX X X X XXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX 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 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 X X X X X C C B B A A Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A ( 3 ) Ap r i l 0 9 , 2 0 2 5 0 9 : 1 6 : 0 8 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g NORTH ST O R M PR O F I L E S C410 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 7 o f 1 9 7 H. Scale:1"=40' | V. Scale: 1"=4' 311-CB TO 312-RD 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 361-CB TO 362-RD 895 900 905 910 915 920 925 895 900 905 910 915 920 925 H. Scale:1"=40' | V. Scale: 1"=4' 220-CB TO 223-RD 900 905 910 915 920 925 930 900 905 910 915 920 925 930 -0+25 0+00 91 1 . 3 0 91 1 . 6 3 9 90 9 . 4 3 91 1 . 9 6 6 91 2 . 5 8 91 2 . 3 0 2 1+00 91 1 . 8 91 2 . 6 9 91 2 . 2 4 91 2 . 7 3 0 90 7 . 6 5 91 2 . 7 3 0 91 2 . 7 3 0 2+00 91 2 . 7 3 91 2 . 7 3 0 91 2 . 7 3 0 91 2 . 7 3 0 3+00 91 2 . 7 3 91 1 . 2 5 91 2 . 7 3 0 91 1 . 8 3 91 2 . 7 3 0 91 2 . 4 2 91 2 . 8 3 0 4+00 91 2 . 1 91 3 . 0 8 4+50 ST : 2 2 3 - R D RI M : 9 1 3 . 2 8 IN V O U T : 9 0 9 . 2 8 ( 4 " P V C ) ( 2 2 2 ) 55 LF OF 4" PVC @ 0.57% ST : 2 2 2 - C O RI M : 9 1 2 . 7 3 IN V I N : 9 0 8 . 9 7 ( 4 " P V C ) ( 2 2 3 ) IN V O U T : 9 0 8 . 9 7 ( 4 " P V C ) ( 2 2 1 ) 263 LF OF 4" PVC @ 0.57% ST : 2 2 1 - C O RI M : 9 1 2 . 7 3 IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 1 . 1 ) IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 2 ) IN V O U T : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 0 ) 102 LF OF 4" PVC @ 0.57% ST : 2 2 0 - C B RI M : 9 1 1 . 3 0 IN V I N : 9 0 6 . 8 8 ( 3 0 " R C P ) ( 2 3 0 ) IN V I N : 9 0 6 . 8 8 ( 4 " P V C ) ( 2 2 1 ) IN V O U T : 9 0 6 . 8 8 ( 3 0 " R C P ) ( 2 1 0 ) H. Scale:1"=40' | V. Scale: 1"=4' 221-CO TO 221.1-RD 900 905 910 915 920 925 930 900 905 910 915 920 925 930 -0+25 0+00 91 1 . 8 91 2 . 7 3 91 2 . 0 8 91 2 . 9 8 0 91 2 . 3 7 91 3 . 2 3 0 1+00 ST:221.2-RD RIM:913.38 INV OUT:908.12 (4" PVC)(221.1) 5 LF OF 4" PVC @ 1.00% ST : 2 2 1 . 1 - C O RI M : 9 1 3 . 3 4 IN V I N : 9 0 8 . 0 7 ( 4 " P V C ) ( 2 2 1 . 2 ) IN V O U T : 9 0 8 . 0 7 ( 4 " P V C ) ( 2 2 1 ) 61 LF OF 4" PVC @ 1.00% ST : 2 2 1 - C O RI M : 9 1 2 . 7 3 IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 1 . 1 ) IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 2 ) IN V O U T : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 0 ) H. Scale:1"=40' | V. Scale: 1"=4' 500-SWALE TO 501-RD 900 905 910 915 920 925 930 900 905 910 915 920 925 930 -0+25 0+00 91 3 . 4 90 7 . 9 7 91 3 . 2 1 91 2 . 1 7 8 91 3 . 1 0 91 2 . 6 0 9 91 3 . 0 2 91 3 . 0 5 1 1+00 ST : 5 0 1 - R D RI M : 9 1 3 . 3 8 IN V O U T : 9 0 9 . 3 8 ( 4 " P V C ) ( 5 0 0 ) 81 LF OF 4" PVC @ 2.96% ST:500-SWALE RIM:907.36 INV IN:906.97 (4" PVC)(501) ST : 2 2 1 - C O RI M : 9 1 2 . 7 3 IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 1 . 1 ) IN V I N : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 2 ) IN V O U T : 9 0 7 . 4 6 ( 4 " P V C ) ( 2 2 0 ) -0+25 0+00 91 3 . 6 91 1 . 6 2 91 3 . 4 5 91 2 . 0 2 7 91 3 . 4 3 91 2 . 4 3 0 91 3 . 3 5 91 2 . 8 3 9 1+00 91 3 . 7 91 3 . 2 8 1+50 -0+25 0+00 90 7 . 0 91 0 . 9 7 91 1 . 2 4 6 91 1 . 5 7 2 91 1 . 9 9 8 1+00 90 8 . 8 91 2 . 4 8 91 1 . 2 6 91 2 . 8 6 3 91 1 . 3 6 91 3 . 1 1 0 91 1 . 2 7 91 3 . 3 5 7 2+00 ST : 3 1 1 - C B - D RI M : 9 1 1 . 6 2 IN V I N : 9 0 8 . 2 5 ( 4 " P V C ) ( 3 1 2 ) IN V O U T : 9 0 7 . 3 4 ( 1 5 " R C P ) ( 3 1 0 ) ST : 3 1 2 - R D RI M : 9 1 3 . 3 8 IN V O U T : 9 0 9 . 3 8 ( 4 " P V C ) ( 3 1 1 ) 105 LF OF 4" PVC @ 1.07% ST : 3 6 1 - C B - D RI M : 9 1 0 . 9 7 IN V I N : 9 0 8 . 8 7 ( 4 " P V C ) ( 3 6 2 ) IN V O U T : 9 0 8 . 8 7 ( 1 8 " R C P ) ( 3 6 0 ) ST : 3 6 2 - R D RI M : 9 1 3 . 3 8 IN V O U T : 9 0 9 . 3 8 ( 4 " P V C ) ( 3 6 1 ) 177 LF OF 4" PVC @ 0.29% PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET YI YARD INLET RD ROOF DRAIN ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, YI: CENTER OF GRATE OR LID INV: FES: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET FES WITH RIPRAP APRON FES FLARED END SECTION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 0 5 S T R M P R O F - A ( 6 ) Ap r i l 0 9 , 2 0 2 5 0 9 : 1 6 : 1 3 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g NORTH ST O R M PR O F I L E S C411 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 4 8 o f 1 9 7 D BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDE S D E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SDE SD E SD E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X T DE - U E DE - U E DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE - U E DE-UEDE-UEDE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE-U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 6'' W 90 5 91 0 90 6 90 7 90 8 90 9 91 1 910 911 910 90 6 90 8 91 1 904 906 9 0 9 91 0 90 5 90 6 90 7 90 8 90 9 91 0 910 908 910 912 912 911 906 910 15' 15' 10' 91 1 915 912 912 912 913 914 916 917 918 919 915 9 1 1 9 1 1 912 9 1 2 9 1 3 914 916 917 918 910 910 91 0 910 911 91 1 912 912 912 911 912 910 911 912 910 911 912 9 1 0 91 1 91 1 9 1 1 91 2 91 2 91 2 91 3 91 3 91 3 91 4 91 0 91 0 91 0 91 0 910 910 910 911 9 1 1 15' DRAINAGE EASEMENT PROPERTY LINE TOP OF BERM ELEVATION = 910.00' BOTTOM OF POND ELEVATION = 903.25' 15' DRAINAGE EASEMENT 9 1 5 9 1 2 9 1 3 9 1 4 9 1 6 915 914914 914 PROPOSED STORMWATER BMP TOP OF BERM: 910.00'' PERMANENT POOL ELEVATION: 906.25' BOTTOM OF POND: 902.25' 90 6 90 7 90 8 90 9 907 908 909 90 3 90 4 91 0 9 0 7 9 0 8 90 7 90 9 91 0 909 907 911 91 2 91 1 91 1 911 912 913 10' SAND FILTRATION BENCH START ELEVATION: 906.25' END ELEVATION: 907.25' 90 5 905904 906 907 906 905 906 905 90 5 905906905906 90 3 FOREBAY TOP OF BERM ELEVATION: 907.25 13' 13' MAINTENANCE BENCH 13' 13' MAINTENANCE BERM CONCRETE SWALE INV: 906.25 90 3 90 4 MIN 0.5% SLOPE TO OCS MIN 0.5% SLOPE TO OCS 907 908 909 90 7 9 0 8 9 0 9 905 903 904 10' SAND FILTRATION BENCH START ELEVATION: 906.25' END ELEVATION: 907.25' ST:113-CB ST:112-CB ST:120-CB ST:110-CB ST:230-CB ST:210-CB ST:1690-CB ST:211-CB ST:111-CB ST:240-CB ST:212-CBST:411-CBST:410-CB ST:420-CB-D ST:11-MH ST:200-36''-FES INV: 906.25 ST:400-24''-FES INV: 906.25 ST:10-OCS-60" RIM: 909.00 INV OUT: 904.55 ST:100-30''-FES INV: 906.25 PROPOSED CLEAN INV. ELEV. = 904.65' (TYP.) TOP OF POND IS EXTENTS OF LINER. TOP OF POND IS EXTENTS OF LINER. 10 ' 10 ' PROPOSED CLEAN INV. ELEV. = 904.65' (TYP.) 10' ST:220-CB 906 907 91 0 EOF SPILLWAY ELEVATION = 909.0' Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 1 0 - S C M - D E T E N T I O N Ap r i l 0 9 , 2 0 2 5 0 9 : 1 6 : 4 1 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 1 0 - S C M . d w g 0 GRAPHIC SCALE IN FEET 50 25 50 100 NORTH N.T.S. STORMWATER DRAINTILE DETAIL1 6" PERFORATED DRAINTILE, SLOPED @ 0.50% (MIN.) FOR 10 LF AT OCS LOW POINTS PROPOSED OUTLET CONTROL STRUCTURE 6" PERFORATED DRAINTILE WITH 2" MINIMUM COARSE FILTER AGGREGATE ON ALL SIDES PER MNDOT SECTION 3149.2H, WRAP AGGREGATE MATERIAL WITH GEOTEXTILE FABRIC PER MNDOT SPEC SECTION 3733, TYPE 1PROPOSED STORM SEWER OUTLET PIPE 8" 4" 8" COARSE FILTER AGGREGATE (PER GEOTEXTILE FABRIC 6" PERFORATED DRAIN TILE (PER MNDOT 3733 TYPE 1) NON-WOVEN MNDOT 3149.2.H) NOT TO SCALE PROPOSED STORMWATER BMP PROFILE VIEW NOT TO SCALE 10 3 1 4 1 VARIES 1 101 1 10 - OCS STRUCTURE DETAIL PROPOSED STORMWATER BMP PLAN VIEW SC M P L A N C412 04 / 0 9 / 2 0 2 5 JA C MK B AL W EXFILTRATION NOTE: THE EXFILTRATION RATE OF THE FILTRATION BASINS WILL BE TESTED AT THE END OF CONSTRUCTION TO ENSURE RATES ARE MEETING OR EXCEEDING THE DESIGN RATE (1.5 IN/HR). IF THE DESIGN RATE IS NOT BEING MET, MEDIA WILL BE AMENDED UNTIL IT CAN MEET OR EXCEED THE DESIGN RATE. 6" DRAINTILE ELEV.= 904.55' 909.00' OUTFALL PIPE ELEV. ELEV. = 904.55' 5' WEIR WALL ELEV. = 908.40' 30" x 6" ORIFICE ELEV.= 907.00' BOTTOM OF POND EL: 903.25' FOREBAY/ PERMANENT POOL EL: 906.25' 10-OCS, SEE DETAIL MNDOT 3149.2.12 FINE FILTER SAND TOP OF BERM EL: 910.00' 12" THICK LOW PERMEABILITY LINER IS REQUIRED. LINER SHALL CONSIST OF ML, CL, OR CH SOILS AND HAVE A PERMEABILITY NO GREATER THAN 1X10 ^-7 CM/S. OUTFALL CONTROL OUTLET PIPE 100-YR HWL EL: 908.94' 10' MAINTENANCE BENCH WITH 10:1 SLOPE HIGH WATER TABLE EL: 907.4' WATER QUALITY STAGING EL: 906.51' MNDOT 3149.2.12 FINE FILTER SAND POND LINER TO LINE SAND FILTRATION BENCH 24" DEEP SAND FILTRATION BENCH WITH 6" DRAIN TILE. SEE DETAIL THIS SHEET. 0.5% SLOPE TO OUTFALL CONNECT FILTRATION DRAIN TILE TO OUTLET CONTROL STRUCTURE POND SKIMMER OPENING ELEV = 902.25' SKIMMER OPENING ELEV. = 902.25' TOP OF FOREBAY EL: 907.25' PROPOSED FOREBAY ORIFICE EL: 908.4' TOP: 909' 04 / 2 5 / 2 0 2 5 . Pa g e 4 9 o f 1 9 7 EXISTING GRADE 6' 10' 1' 1' 1' 1' 6'25' MAX EMBANKMENT CORE PERMANENT CONTROL STRUCTURE OUTLET PIPE SHALL BE RCP, O-RING WATER-TIGHT PIPE EMBANKMENT. SEE EMBANKMENT NOTES AND SPECIFICATIONS TOP OF EMBANKMENT. TO BE CONSTRUCTED AT 5% - 10% HIGHER THAN DESIGN HEIGHT TO ALLOW FOR SETTLING. EXTEND MINIMUM 4' OR AT LEAST 2' INTO RESIDUAL SOIL ANTI-SEEP COLLAR SHOULD BE PLACED MINIMUM 2' FROM PIPE JOINTS UNLESS FLANGED JOINTS ARE USED. ANTI-FLOATATION BLOCKS FOR TEMPORARY OR PERMANENT RISERS. PERMANENT STRUCTURE BURIED DEEPER FILLED WITH CONCRETE TO THE INVERT ELEVATION (REFERENCE POND DETAILS THIS SET). ALL EMBANKMENTS SHALL BE CONSTRUCTED WITH A MINIMUM OF 2 ANTI-SEEP COLLARS. SHALL EXTEND A MINIMUM OF 2' BEYOND THE EXTERIOR OF THE PIPE OR AT LEAST 1' INTO UNDISTURBED SOIL Not to Scale EMBANKMENT DETAIL THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS: 1.BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, SC, SM, CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS. 2.BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (PI) BETWEEN 15 AND 30 (ASTM D4318). 3.MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER. 4.ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. BELOW ARE THE REQUIREMETS FOR EMBANKMENT CONSTRUCTION. THESE REQUIREMENTS SHALL SERVE AS GUIDE FOR CONSTRUCTION OF THE SEDIMENT BASIN'S EMBANKMENT ASSOCIATED WITH THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW AND CONFIRM THE BELOW REQUIREMENTS MEET OR EXCEED THE GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. EMBANKMENTS SHALL BE CONSTRUCTED PER THE DIRECTION OF A GEOTECHNICAL ENGINEER. A.SUBGRADE PREPARATION: 1.AREA UNDER EMBANKMENTS AND PONDS SHALL BE UNDERCUT, CLEANED, GRUBBED AND STRIPPED OF ANY UNSATISFACTORY MATERIAL, VEGETATION, OR ROOT MAT TO A DEPTH OF AT LEAST 1 FOOT, UNLESS OTHERWISE DIRECTED BY OWNER'S CTL TO UNDERCUT FURTHER TO REACH RESIDUAL MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. 2.CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. 3.SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES. 4.PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. 5.STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. 6.HAUL OBJECTIONABLE MATERIAL TO A DESIGNATED DISPOSAL AREA. 7.AT A MINIMUM, PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN ON THE PLAN OR AS NEEDED BASED ON FIELD CONDITIONS. 8.DURING THE INITIAL CONSTRUCTION, CONSTRUCT EMBANKMENTS SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE UPSTREAM AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. B.SEEPAGE KEY PLACEMENT (OR CUT-OFF TRENCH IF SHOWN ON PLANS) 1.SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS AND EXTEND UP INTO BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE TOP OF BANK FOR PERMANENT PONDS SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AT LEAST 2 FEET INTO STABLE RESIDUAL SOIL, WHICHEVER IS GREATER. A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN THE SIDEWALL SOILS AND SEEPAGE KEY FILL, BUT AT NO TIME GREATER THAN 1:1. 2.MATERIAL AND COMPACTION REQUIREMENTS SHALL BE THE SAME AS THOSE FOR THE EMBANKMENT. C.EMBANKMENT FILL AND CLAY LINER PLACEMENT 1.FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. EXISTING SLOPES GREATER THAN 4(H): 1(V) SHALL BE BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON DRAWINGS. 2.CONSTRUCT THE EMBANKMENT TO AN ELEVATION 5-10 PERCENT HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING. 3.IN ORDER TO ACHIEVE THE REQUIRED DEGREE OF COMPACTION NEAR THE FACES OF FILL SLOPES, THE FILL SLOPES SHALL BE OVERBUILT AND CUT BACK TO THE DESIGN SLOPES, MINUS TOPSOIL DEPTH. 4.SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. 5.PLACE A MINIMUM OF FOUR INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE GROWTH. 6.CLAY LINER TO HAVE A MINIMUM LIQUID LIMIT OF 45 AND A PLASTICITY INDEX ABOVE 20. FILL SHOULD BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D698. MATERIALS SHOULD BE PLACED AND COMPACTED AT MOISTURE CONTENTS VARYING BETWEEN 1% DRY AND 3% WET OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D698. D.OUTLET PIPE FILL PLACEMENT 1.FOR PERMANENT PONDS (OR TEMPORARY SEDIMENT BASINS TO BE CONVERTED TO PERMANENT PONDS), PIPES SHALL BE WATERTIGHT REINFORCED CONCRETE PIPE (RCP) AND SHALL BE BEDDED PER THE SPECIFICATIONS OF THE CROSS-SECTIONS AND TRENCH BEDDING DETAILS. A DRAINAGE DIAPHRAGM OR ANTI-SEEP COLLARS SHALL BE INSTALLED AS SHOWN ON THE PLANS. 2.FOR TEMPORARY SEDIMENT BASINS, PIPES SHALL BE WATERTIGHT CORRUGATED METAL PIPE (CMP) AND AT LEAST ONE ANTI-SEEP COLLAR SHALL BE INSTALLED AND SECURED TO THE PIPE WITH A MINIMUM PROJECTION OF 1.5 FEET AROUND BARREL CONDUITS, 8-INCHES OR LARGER IN DIAMETER. LOCATE THE COLLAR SLIGHTLY DOWNSTREAM FROM THE DAM CENTERLINE. CONNECTION BETWEEN THE COLLAR AND THE PIPE SHALL BE WATERTIGHT. 3.FILL OF THE PIPE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS UP TO 2 FEET ABOVE THE CULVERTS. 4.DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS 5.ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. 6.CARE SHALL BE TAKEN IN THE FIELD DURING OUTLET PIPE INSTALLATION TO PROTECT AGAINST FUTURE PIPING. ALSO, CARE SHALL BE TAKEN TO NOT RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. 7.PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. 8.IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. E.OUTLET CONTROL STRUCTURE PLACEMENT 1.REFER TO THE POND CROSS-SECTIONS AND DETAILS FOR THE OUTLET CONTROL STRUCTURE REQUIREMENTS. 2.PLACE THE STRUCTURE ON A SMOOTH FOUNDATION OF IMPERVIOUS SOIL. SOIL BEARING PRESSURE SHALL BE AT LEAST 1,800 POUNDS PER SQUARE FOOT (PSF) UNDER AND WITHIN 5 FEET OF THE STRUCTURES. 3.ANTI-FLOATATION COLLARS SHALL BE CONSTRUCTED BY: 3.1.EXTENDING THE PRE-CAST CONCRETE OR CMP STRUCTURE INTO THE BOTTOM OF THE POND AND FILLING WITH 150 POUND PER CUBIC FOOT (PCF) CONCRETE TO THE DEPTH SPECIFIED IN THE DETAILS. 3.2.EXTENDING THE PRE-CAST CONCRETE OR CMP STRUCTURE INTO THE BOTTOM OF THE POND TO THE DEPTH OF THE CONCRETE BLOCK SHOWN IN THE DETAILS AND POUR A CONCRETE BLOCK (150 PCF) AROUND THE STRUCTURE AND IN THE BOTTOM OF THE STRUCTURE. 4.PIPE CONNECTIONS TO THE STRUCTURES, WHETHER TEMPORARY OR PERMANENT, SHALL BE SECURELY ATTACHED WATERTIGHT. 5.DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE STRUCTURES. F.EMERGENCY SPILLWAY (IF SHOWN ON THE PLAN) 1.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. 2.THE SPILLWAY SHALL BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGES AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W. FAIRCLOTH & SON.). 3.PLACE RIP-RAP PER THE PLAN AND DETAILS ON THE FABRIC. TOP OF RIP-RAP SHALL EQUAL TOP OF SPILLWAY ELEVATION. TOE IN NON WOVEN FILTER FABRIC. MINIMUM IF ON ALL SIDES. Not to Scale EMBANKMENT NOTES AND SPECIFICATIONS C C EMERGENCY SPILLWAY (IF SHOWN ON PLANS) 3' MIN 1' SEE OUTLET CONTROL STRUCTURE PROFILE 50' TOP OF BERM ELEVATION 936 NON-WOVEN GEOTEXTILE FABRIC SECTION A-A 3' MIN 1' POND 3' MIN TIE-IN EMBANKMENT NON-WOVEN GEOTEXTILE FABRIC EMERGENCY SPILLWAY WEIR INVERT ELEV:935 FT RIP RAP SEE PLAN VIEW FOR SIZE AND DEPTH OF APPLICATION TIE IN MIN. 1.0' ALL SIDES SCALE:REV.12/01/2017 1' MIN TIE-IN EXTEND RIP RAP AND NON WOVEN FILTER FABRIC TO NATURAL GROUND EMERGENCY SPILLWAY NOT TO SCALE ES CLASS I RIP RAP EXISTING OR PROPOSED FINISHED GRADE 2.0' NORMAL DEPTH 2.5' MIN. SLO P E 3 : 1 M A X NON-WOVEN GEOTEXTILE FABRIC REV.12/01/2017 TYPICAL E-SPILLWAY DRAINAGE CHANNEL SECTION NOT TO SCALE EXTEND TO TIE INTO NATURAL GROUND RIP RAP LINING MNDOT SPEC 3601 CLASS IV 18" THICK TIE IN MIN. 1.0' ALL SIDES AND AT CONFLUENCE FIELD QUALITY CONTROL 1.LABORATORY TESTING §PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216, ASTM D5084, AND ASTM D4318. §TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT OR CLAY LINER FILL MATERIAL PLACED, WHEN MATERIALS USING FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY THE ENGINEER. §SAMPLE SIZE SHALL BE 50-LB. §TESTING IN ACCORDANCE WITH ASTM D5084 SHOULD BE PERFORMED ON A REPRESENTATIVE SOIL SPECIMEN REMOLDED TO A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AND AT MOISTURE CONTENTS VARYING BETWEEN 1 PERCENT DRY AND 3 PERCENT WET OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D698. PERMEABILITY OF THE SPECIMEN SHOULD CONFORM TO THE SPECIFICATIONS IN SECTION C.6. 2.IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS §PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. §FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: §EMBANKMENT FILL: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ. FT. §PIPE INSTALLATION: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE. 3.WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST AT NO ADDITIONAL COST TO THE OWNER. 4.SPECIAL OBSERVATIONS §SPECIAL OBSERVATIONS SHALL BE PERFORMED BY THE OWNER'S CIVIL CONSTRUCTION TESTING CONSULTANT AND/OR THEIR GEOTECHNICAL SUB-CONSULTANT AS THE EMBANKMENT, OUTLET CONTROL STRUCTURE, OUTFALL PIPE, AND RIP-RAP IS CONSTRUCTED FOR EACH POND OR BASIN. §CONTRACTOR SHALL CONTACT THE ENGINEER 72 HOURS IN ADVANCE OF BEGINNING SAID CONSTRUCTION SO ENGINEERING OBSERVATIONS CAN BE SCHEDULED DURING THE COURSE OF THE WORK. §THE NUMBER OF REQUIRED OBSERVATIONS TO BE DETERMINED BETWEEN THE ENGINEER AND THE OWNER. Not to Scale EMBANKMENT FIELD QUALITY CONTROL Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C4 1 1 - S C M - D T L S Ap r i l 2 5 , 2 0 2 5 1 1 : 1 2 : 2 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 4 1 0 - S C M . d w g SC M D E T A I L S C413 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 5 0 o f 1 9 7 UTILITY PLAN NOTES 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 2.REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER, NOTES, MATERIALS, AND REQUIREMENTS. 3.SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES, ZONING AND USE, AND EXISTING UTILITY LOCATIONS AND SIZES. 4.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 5.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 6.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 7.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 8.MINIMUM DEPTH TO WATERMAIN SHALL BE 7.5' TO TOP OF PIPE. 9.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 10.WATER LINES SHALL BE AS FOLLOWS 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241 11.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 12.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 13.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 14.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7.5' OF COVER AND MAXIMUM OF 10' OF COVER ON ALL WATERLINES. 15.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 16.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 17.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 18.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 19.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 20.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 21.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF FARMINGTON AND/ OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 22.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 23.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 24.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 25.CONTRACTOR SHALL REFERENCE ARCH/ MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 26.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 27.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED ALERT TO CONTRACTOR: *PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. *CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. *CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. UTILITY LEGEND E E EE T POWER UNDERGROUND GG G G G G T GAS LINE SS SS SS GRAVITY SEWER Lat SS:05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER MFW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 6'' W 6'' W 6 ' ' W 6 ' ' W S SS SSSSSSSSSSSSSSSSS SS G Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 1 3 4 ' G A S E A S E M E N T D DD CO CO CO CO CO CO CO 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 6' ' F M PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS PROPOSED STORMWATER BMP SEE SHEET C412 WATER LINE - FIRE LINE FITTINGS & STRUCTURES SERVICE CONNECTION GATE VALVE * TEE * 90° BEND * 45° BEND * 22.55° BEND * 11.25° BEND * CAP/PLUG * BALL VALVE REDUCER WATER METER *WITH THRUST BLOCKING METER VAULT * FIRE HYDRANT * FIRE DEPT. CONNECTION POST INDICATOR VALVE BACKFLOW PREVENTER ABOVE GROUND BACKFLOW PREVENTER BELOW GROUND * BLOW OFF VALVE SERVICE ENTRY POINT * VERTICAL BEND IRRIGATION CONTROL VALVE FIRE HYDRANT ASSEMBLY SIZE SHOWN AT SYMBOL LOCATION W FWWATER LINE FIRE LINE W IR Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R UT I L I T Y P L A N - OV E R A L L C501 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 04 / 2 5 / 2 0 2 5 . Pa g e 5 1 o f 1 9 7 UTILITY LEGEND E E EE T POWER UNDERGROUND GG G G G G T GAS LINE SS SS SS GRAVITY SEWER Lat SS:05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER MFW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER WATER LINE - FIRE LINE FITTINGS & STRUCTURES SERVICE CONNECTION GATE VALVE * TEE * 90° BEND * 45° BEND * 22.55° BEND * 11.25° BEND * CAP/PLUG * BALL VALVE REDUCER WATER METER *WITH THRUST BLOCKING METER VAULT * FIRE HYDRANT * FIRE DEPT. CONNECTION POST INDICATOR VALVE BACKFLOW PREVENTER ABOVE GROUND BACKFLOW PREVENTER BELOW GROUND * BLOW OFF VALVE SERVICE ENTRY POINT * VERTICAL BEND IRRIGATION CONTROL VALVE FIRE HYDRANT ASSEMBLY SIZE SHOWN AT SYMBOL LOCATION W FWWATER LINE FIRE LINE W IR CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED S SSSSSSSSSSSSSSSSSSS BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE S D E SD E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X X X X X X X X X X T DE - U E DE - U E DE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE-UE D E - U E DE - U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) D PROPOSED STORMWATER BMP SEE SHEET C401 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT Y Y Y YYYY Y Y Y Y Y Y S SS SS SS SS SS SS SS SS BSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 X X X X X X X X X X X X X X X X X X X X X X X X DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) D PROPOSED STORMWATER BMP SEE SHEET C401 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R UT I L I T Y P L A N - IN S E T 1 C502 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 402040 80 NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C503 C504 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 5 2 o f 1 9 7 UTILITY LEGEND E E EE T POWER UNDERGROUND GG G G G G T GAS LINE SS SS SS GRAVITY SEWER Lat SS:05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER MFW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER WATER LINE - FIRE LINE FITTINGS & STRUCTURES SERVICE CONNECTION GATE VALVE * TEE * 90° BEND * 45° BEND * 22.55° BEND * 11.25° BEND * CAP/PLUG * BALL VALVE REDUCER WATER METER *WITH THRUST BLOCKING METER VAULT * FIRE HYDRANT * FIRE DEPT. CONNECTION POST INDICATOR VALVE BACKFLOW PREVENTER ABOVE GROUND BACKFLOW PREVENTER BELOW GROUND * BLOW OFF VALVE SERVICE ENTRY POINT * VERTICAL BEND IRRIGATION CONTROL VALVE FIRE HYDRANT ASSEMBLY SIZE SHOWN AT SYMBOL LOCATION W FWWATER LINE FIRE LINE W IR CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED Y Y Y YYYY Y Y Y Y Y Y 6''W 6'' W 6''W 6'' W SS SSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SS SS SS BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L Y Y Y Y Y Y Y SD E S D E SD E 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 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 XX 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 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 X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE Y Y Y Y Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) S EXISTING TERMINAL BUILDING 76,230 SF D D EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER TAP LOCATION EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING PRIVATE 8" DIP WATER LINE SALVAGED HYDRANT TO BE REINSTALLED SALVAGED HYDRANT TO BE REINSTALLED EXISTING SANITARY SEWER CONNECTION EXISTING 8" PVC SSWR LATERAL EXISTING 20' DRAINAGE UTILITY EASEMENT 69.8 LF OF 6" DIP WATER LINE 74.1 LF OF 6" DIP WATER LINE 6" GATE VALVE WET TAP EXISTING 8" WATERMAIN WITH 8" X 6" SADDLE 6" GATE VALVE EXISTING 12" PVC SANITARY SEWER MAIN EXISTING 16" DIP WATER MAIN PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT WET TAP EXISTING 8" WATERMAIN WITH 8" X 6" SADDLE 6''W 6''W 6''W 6'' W SS SSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SS SS SS BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L Y YYY Y Y Y Y Y Y Y Y Y SD E SDE SDE S D E SD E [ ] 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 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 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 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 X X X X X X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE DE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y 208TH STREET WEST (100 FOOT WIDE ROADWAY EASEMENT PER DOC. NO. 2368307) S EXISTING TERMINAL BUILDING 76,230 SF D D EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT W/ GATE VALVE EXISTING WATER TAP LOCATION EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING PRIVATE 8" DIP WATER LINE SALVAGED HYDRANT TO BE REINSTALLED SALVAGED HYDRANT TO BE REINSTALLED EXISTING SANITARY SEWER CONNECTION EXISTING 8" PVC SSWR LATERAL EXISTING 20' DRAINAGE UTILITY EASEMENT 69.8 LF OF 6" DIP WATER LINE 74.1 LF OF 6" DIP WATER LINE 6" GATE VALVE WET TAP EXISTING 8" WATERMAIN WITH 8" X 6" SADDLE 6" GATE VALVE EXISTING 12" PVC SANITARY SEWER MAIN EXISTING 16" DIP WATER MAIN PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT WET TAP EXISTING 8" WATERMAIN WITH 8" X 6" SADDLE CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R UT I L I T Y P L A N - IN S E T 2 C503 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 3 - U T I L I N S E T 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 7 : 5 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 3 - U T I L I N S E T 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 7 : 5 2 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C502 C505 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 5 3 o f 1 9 7 UTILITY LEGEND E E EE T POWER UNDERGROUND GG G G G G T GAS LINE SS SS SS GRAVITY SEWER Lat SS:05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER MFW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER WATER LINE - FIRE LINE FITTINGS & STRUCTURES SERVICE CONNECTION GATE VALVE * TEE * 90° BEND * 45° BEND * 22.55° BEND * 11.25° BEND * CAP/PLUG * BALL VALVE REDUCER WATER METER *WITH THRUST BLOCKING METER VAULT * FIRE HYDRANT * FIRE DEPT. CONNECTION POST INDICATOR VALVE BACKFLOW PREVENTER ABOVE GROUND BACKFLOW PREVENTER BELOW GROUND * BLOW OFF VALVE SERVICE ENTRY POINT * VERTICAL BEND IRRIGATION CONTROL VALVE FIRE HYDRANT ASSEMBLY SIZE SHOWN AT SYMBOL LOCATION W FWWATER LINE FIRE LINE W IR CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED Y Y Y YYYY Y Y Y Y Y Y 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W W BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 1 3 4 ' G A S E A S E M E N T PROPOSED TERMINAL BUILDING EXPANSION 76,230 SF CO EXISTING 24" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT EXISTING 16" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT 1,849 LF OF PROPOSED 8" DIP WATER LINE PROPOSED 20' DRAINAGE UTILITY EASEMENT 68 LF OF 6" DIP WATER LINE 45 DEGREE BEND 73.9 LF OF 6" DIP WATER LINE PROPOSED FIRE HYDRANT 6" GATE VALVE 8"X8"X6" TEE PROPOSED FIRE HYDRANT 6" GATE VALVE 8"X8"X6" TEE 8" GATE VALVE 8" GATE VALVE 45 DEGREE BEND 4" STORM RAIN CONDUCTOR PIPING 4" STORM RAIN CONDUCTOR PIPING 4" STORM RAIN CONDUCTOR PIPING 4" STORM RAIN CONDUCTOR PIPING CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". 8"X8"X1.25" TEE 63.9 LF OF 1.25" PVC DOMESTIC COLD WATER PIPING. MINIMUM INVERT TO BE 4' BELOW GRADE 1.25" GATE VALVE 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W W 6 ' ' W 6 ' ' W BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L BS L Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y SD E SDESDESDESDESDESDESDESDE SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) (1 5 0 F O O T W I D E P U B L I C R I G H T O F W A Y ) DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 9 3 1 3 4 ' G A S E A S E M E N T CO CO CO EXISTING 24" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT EXISTING 16" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT 1,849 LF OF PROPOSED 8" DIP WATER LINE PROPOSED 20' DRAINAGE UTILITY EASEMENT PROPOSED 20' DRAINAGE UTILITY EASEMENT 68 LF OF 6" DIP WATER LINE 45 DEGREE BEND 73.9 LF OF 6" DIP WATER LINE PROPOSED FIRE HYDRANT 6" GATE VALVE 8"X8"X6" TEE PROPOSED FIRE HYDRANT 6" GATE VALVE 8"X8"X6" TEE 8" GATE VALVE 8" GATE VALVE 45 DEGREE BEND CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". 8"X8"X1.25" TEE 63.9 LF OF 1.25" PVC DOMESTIC COLD WATER PIPING. MINIMUM INVERT TO BE 4' BELOW GRADE 1.25" GATE VALVE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R UT I L I T Y P L A N - IN S E T 3 C504 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 402040 80 Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 4 - U T I L I N S E T 3 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 8 : 0 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 4 - U T I L I N S E T 3 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 8 : 0 6 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C505 C502 MATCH LINE MA T C H L I N E 04 / 2 5 / 2 0 2 5 . Pa g e 5 4 o f 1 9 7 UTILITY LEGEND E E EE T POWER UNDERGROUND GG G G G G T GAS LINE SS SS SS GRAVITY SEWER Lat SS:05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER MFW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER WATER LINE - FIRE LINE FITTINGS & STRUCTURES SERVICE CONNECTION GATE VALVE * TEE * 90° BEND * 45° BEND * 22.55° BEND * 11.25° BEND * CAP/PLUG * BALL VALVE REDUCER WATER METER *WITH THRUST BLOCKING METER VAULT * FIRE HYDRANT * FIRE DEPT. CONNECTION POST INDICATOR VALVE BACKFLOW PREVENTER ABOVE GROUND BACKFLOW PREVENTER BELOW GROUND * BLOW OFF VALVE SERVICE ENTRY POINT * VERTICAL BEND IRRIGATION CONTROL VALVE FIRE HYDRANT ASSEMBLY SIZE SHOWN AT SYMBOL LOCATION W FWWATER LINE FIRE LINE W IR CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED Y Y Y YYYY Y Y Y Y Y Y 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 6 ' ' W 6 ' ' W G 6 ' ' W 6 ' ' W BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E X X X X X X X X X X X X X X X X X X X XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX T Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y CO CO CO CO CO CO EXISTING FIRE HYDRANT W/ GATE VALVE EXISTING GATE VALVE, TYP. EXISTING 12" DIP WATER MAIN EXISTING 8" DIP PRIVATE WATER LINE PROPOSED 20' DRAINAGE UTILITY EASEMENT 1,849 LF OF PROPOSED 8" DIP WATER LINE EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING SSWR CLEANOUT EXISTING 6" PVC SSWR PIPE73.7 LF OF 6" DIP WATER LINE PROPOSED FIRE HYDRANT EXISTING 8" DIP WATER LINE 6" GATE VALVE 8" X 8" X 6" TEE 8" GATE VALVE 8" GATE VALVE CONNECT TO EXISTING 8" DIP WATERLINE WITH A 45° BEND. CONTRACTOR TO FIELD VERIFY IF THERE IS A PLUG TO BE REMOVED. 8" 45° BEND 65 LF OF PROPOSED 6" SANITARY SEWER SERVICE LATERAL. CONTRACTOR TO MAINTAIN 18" SEPARATION FROM EXISTING STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM EXISTING STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". WET TAP EXISTING 8" WATERMAIN WITH 8" X 8" SADDLE 4" STORM RAIN CONDUCTOR PIPING CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". 6" STORM RAIN CONDUCTOR PIPING WET TAP EXISTING 8" WATERMAIN WITH 8" X 2" SADDLE 17 LF OF 2" PVC DOMESTIC COLD WATER PIPING. MINIMUM INVERT TO BE 4' BELOW GRADE RELOCATED GAS METER & UNDERGROUND SERVICE. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UNDERGROUND SERVICE AND CONNECTION POINT. 8" STORM RAIN CONDUCTOR PIPING. MINIMUM INVERT TO BE 7' BELOW GRADE. CONTRACTOR TO FIELD VERIFY THE TIE-IN INVERT WILL BE SUFFICIENT TO PROVIDE 1/8" SLOPE FALL TO THE EXISTING TIE-IN STORM LOCATIONS. MINIMUM INVERT TO BE 8' BELOW GRADE. CONTRACTOR TO FIELD VERIFY THAT THE TIW-IN INVERT WILL BE SUFFICIENT TO PROVIDE 1/8" SLOPE FALL TO THE EXISTING TIE-IN WASTE PIPING FOR THE EXISTING SERVICE LANE PIT 6" STORM RAIN CONDUCTOR PIPING 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 6 ' ' W 6 ' ' W G 6 ' ' W 6 ' ' W BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL Y YYY SD E SDE [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E 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 XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T DE-UE Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y C O CO CO CO CO CO EXISTING FIRE HYDRANT W/ GATE VALVE EXISTING GATE VALVE, TYP. EXISTING FDC EXISTING 12" DIP WATER MAIN EXISTING 8" DIP PRIVATE WATER LINE PROPOSED 20' DRAINAGE UTILITY EASEMENT 1,849 LF OF PROPOSED 8" DIP WATER LINE EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING SSWR CLEANOUT EXISTING 6" PVC SSWR PIPE73.7 LF OF 6" DIP WATER LINE PROPOSED FIRE HYDRANT EXISTING 8" DIP WATER LINE 6" GATE VALVE 8" X 8" X 6" TEE 8" GATE VALVE 8" GATE VALVE CONNECT TO EXISTING 8" DIP WATERLINE WITH A 45° BEND. CONTRACTOR TO FIELD VERIFY IF THERE IS A PLUG TO BE REMOVED. 8" 45° BEND 65 LF OF PROPOSED 6" SANITARY SEWER SERVICE LATERAL. CONTRACTOR TO MAINTAIN 18" SEPARATION FROM EXISTING STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". CONTRACTOR TO MAINTAIN 18" SEPARATION FROM EXISTING STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". WET TAP EXISTING 8" WATERMAIN WITH 8" X 8" SADDLE CONTRACTOR TO MAINTAIN 18" SEPARATION FROM PROPOSED STORM SEWER. INSULATE WHEN SEPARATION IS LESS THAN 24". WET TAP EXISTING 8" WATERMAIN WITH 8" X 2" SADDLE 17 LF OF 2" PVC DOMESTIC COLD WATER PIPING. MINIMUM INVERT TO BE 4' BELOW GRADE MINIMUM INVERT TO BE 8' BELOW GRADE. CONTRACTOR TO FIELD VERIFY THAT THE TIW-IN INVERT WILL BE SUFFICIENT TO PROVIDE 1/8" SLOPE FALL TO THE EXISTING TIE-IN WASTE PIPING FOR THE EXISTING SERVICE LANE PIT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R UT I L I T Y P L A N - IN S E T 4 C505 04 / 0 9 / 2 0 2 5 JA C MK B AL W NORTH Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 5 - U T I L I N S E T 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 8 : 1 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g Pl o t t e d B y : Bl a l o c k , M i t c h e l l S h e e t S e t : Fa r m i n g t o n L a y o u t : C5 0 5 - U T I L I N S E T 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 8 : 1 7 a m K: \ C H L _ P R J \ 0 1 6 9 6 0 R + L C a r r i e r s \ 0 1 2 F a r m i n g t o n M N \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 1 - U T I L - I N S E T S . d w g NORTH 1 2 3 4 VICINITY MAP NOT TO SCALE C503 C504 MATCH LINE MA T C H L I N E MATCH LINE MA T C H L I N E 0 GRAPHIC SCALE IN FEET 40 20 40 80 04 / 2 5 / 2 0 2 5 . Pa g e 5 5 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A SI T E D E T A I L S C601 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 5 6 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A SI T E D E T A I L S C602 04 / 0 9 / 2 0 2 5 JA C MK B AL W STOP 04 / 2 5 / 2 0 2 5 . Pa g e 5 7 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A COMPACTED SUBGRADE 8" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE 1.5" OF MNDOT SPEC 2360 SPWA34OC 2" OF MNDOT SPEC 2360 SPNWB33OC BITUMINOUS NON-WEARING COURSE PER GEOTECHNICAL REPORT NOTES: 1.VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS. 2.ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SPECIFICATIONS. Not to Scale STANDARD DUTY ASPHALT PAVEMENT BITUMINOUS WEARING COURSE P1 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 8" GRAVEL BASE COURSE 2.0" ASPHALT SURFACE COURSE 3.0" ASPHALT BINDER COURSE NOTES: 1.VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS. 2.ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SPECIFICATIONS. Not to Scale HEAVY DUTY ASPHALT PAVEMENTP2 SI T E D E T A I L S C603 04 / 0 9 / 2 0 2 5 JA C MK B AL W 96" min.96" min.96" min. **AISLE INTERNATIONAL 4" WIDE WHITE* PAINT STRIPES (TYP.) SYMBOL OF ACCESSIBILITY; BLUE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 45° 2' VAN NOTES: 1.CONFORM ALL SYMBOLS TO THE FHWA MUTCD CHAPTER 3B PAVEMENT AND CURB MARKINGS. SECTION 3B.19 PARKING SPACE MARKINGS, AND AS PROVIDED IN THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). 2.SEE SITE PLAN FOR ACTUAL DIMENSIONS 3.SEE ACCESSIBLE PARKING AND SIGNAGE STANDARDS DETAIL FOR SIGNAGE AND NOTES . 4.ONE IN SIX ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. WHITE* UNLESS ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS Not to Scale ACCESSIBLE PARKING MARKINGSF1 MUTCD R7-8 12"x18" B 12"x6" R7-8P 12"x18" R7-8 MUTCD A NOTES: 1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND THE U.S. ACCESS BOARD GUIDELINES AND STANDARDS. 3. SIGNAGE MUST NOT OBSTRUCT ACCESSIBLE ROUTE OR RAMPS. 4. ONE OUT OF EVERY SIX (6) ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. MUTCD BB PARKING SPACE PAVEMENT MARKINGS 8'8' SIGNAGE (SEE NOTE 4) A 8' B 8'8' ACCESSIBLE ROUTE (SEE NOTE 3) PE R P L A N 12"X9" PENALTY SIGN * 12"X9" PENALTY SIGN * * WITH WORDING AS REQUIRED BY STATE OR PER LOCAL CODE SITE PARKING VAN ACCESSIBLE SPACES = XXX TYPICAL ACCESSIBLE SPACES = XXX STANDARD PARKING SPACES = XXX TOTAL PARKING SPACES = XXX TYPICAL ACCESSIBLE SPACES VAN ACCESSIBLE Not to Scale ACCESSIBLE PARKING AND SIGNAGE STANDARDS 8' F2 NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF tRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. ED G E O F T R A V E L W A Y PAVED SURFACE NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE TRAFFIC SIGN, INCLUDING NO PARKING, ACCESSIBLE PARKING, AND STOP SIGNS. ACCESSIBLE PARKING SIGN LOCATIONS ARE 2-SIDED WHERE STALLS FACE EACH OTHER. SEE BREAK AWAY TUBE POST SQUARE TUBE BREAK AWAY POST PLAN VIEW PARTIAL ELEVATION GROUND SURFACE 5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 SERRATED FLANGED NUT Not to Scale SINGLE SIGN POST - BREAK AWAY 4" COMPACTED STONE BASE 8" CONCRETE (4,000 PSI) COMPACTED SUBGRADE LIGHT BROOM FINISH CONCRETE SEALANT NOTES: 1.VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS.. 2.CONTROL JOINTS FOR PEDESTRIAN AREA TO BE FORMED IN A 6'X6' PATTERN. 3.ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SPECIFICATIONS.PER GEOTECHNICAL REPORT Not to Scale HEAVY DUTY CONCRETE PAVEMENTP4 6" COMPACTED STONE BASE 6" CONCRETE (4,000 PSI) COMPACTED SUBGRADE LIGHT BROOM FINISH CONCRETE SEALANT NOTES: 1.VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS.. 2.CONTROL JOINTS FOR PEDESTRIAN AREA TO BE FORMED IN A 6'X6' PATTERN. 3.ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SPECIFICATIONS.PER GEOTECHNICAL REPORT Not to Scale STANDARD DUTY CONCRETE PAVEMENTP3 NOTE: CURB SLOPE TO MATCH P.C. CONCRETE BA C K O F C U R B SUBGRADE AND COMPACTION PAVEMENT SECTIONS, SUBBASE, SEE PAVING DETAILS FOR REQUIREMENTS. A TRAVERSE AND LOGITUDINAL. ADJACENT PAVEMENT, A REFERENCE PAVEMENT SECTION Not to Scale FLUSH CURBFC SI D E W A L K / FR O N T O F MATCH ADJACENT CURB OVERALL WIDTH TRANSITION TO ADJACENT CURB AND GUTTER MAY BE SUBJECT TO ADA REQUIREMENTS Max. 12:1 04 / 2 5 / 2 0 2 5 . Pa g e 5 8 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A SI T E D E T A I L S C604 04 / 0 9 / 2 0 2 5 JA C MK B AL W ADDITIONAL NOTES: All gate and Strain Posts set to 9'6". The fence support structure must be capable of withstanding the added strain of the tensioned wires of a Gallagher Security Fence. Significant force exists on a tensioned wire; with temperature changes a wire can get up to 40kg of force per wire. This maximum value should be allowed for in the design calculations. Top rail and bottom rail on the chain link will strengthen the fence (definitely top rail bottom is optional) 2” conduit from the control room to the fence line on both sides of the building 2” conduit under all the gate openings 04 / 2 5 / 2 0 2 5 . Pa g e 5 9 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A UT I L I T Y D E T A I L S C604 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 0 o f 1 9 7 C C C C C C C C 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 6'' W 6'' W 6 ' ' W 6 ' ' W S SS SSSSSSSSSSSSSSSSS SS G Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y BSL BSL BSL BSL BS L BS L BS L BS L BS L BSL BSL BSL BSL BS L BSL BSL BSL BS L BS L BS L BS L BS L BS L BSL BSL BSL YYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDE SDESDESDE SD E SD E SD E SDE SDE SDE SD E SD E S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E 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 X X X X X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXX X X X X X X X X XX X X XXXXXX XXXXXXXXXXXXXX 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 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 X X X T T T T DE-UE DE-UE DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UE DE - U E DE - U E DE - U E DE-UEDE-UEDE- U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE PROPOSED STORMWATER BMP SEE SHEET C412 PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN EXISTING GAS EASEMENT EXISTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. CONIFEROUS TREE AUP 9 AUSTRIAN PINE PINUS NIGRA B & B 6` HT. BFR 10 BALSAM FIR ABIES BALSAMEA B & B 6` HT. BHS 11 BLACK HILLS WHITE SPRUCE PICEA GLAUCA `DENSATA`B & B 6` HT. ERC 29 EASTERN RED CEDAR JUNIPERUS VIRGINIANA B & B 6` HT. MYS 11 MEYER SPRUCE PICEA MEYERI B & B 6` HT. NWS 7 NORWAY SPRUCE PICEA ABIES B & B 6` HT. SCP 17 SCOTCH PINE PINUS SYLVESTRIS B & B 6` HT. WHP 7 WHITE PINE PINUS STROBUS B & B 6` HT. ORNAMENTAL TREE ALS 3 AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`B & B 2" CAL. OVERSTORY TREE EXS 5 EXCLAMATION! SYCAMORE PLATANUS X ACERIFOLIA 'MORTON CIRCLE'B & B 2.5" CAL. FFM 8 SUGAR MAPLE ACER SACCHARUM `FALL FIESTA`B & B 2" CAL. HAC 3 COMMON HACKBERRY CELTIS OCCIDENTALIS B & B 2" CAL. SHL 3 SKYLINE HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE'B & B 2.5" CAL. STL 7 SENTRY LINDEN TILIA AMERICANA `MCKSENTRY`B & B 2" CAL. TLT 1 LIRIODENDRON TULIPIFERA TULIP TREE B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 46 GREY OWL JUNIPER JUNIPERUS VIRGINIANA `GREY OWL`#5 CONT.4` O.C. MGP 9 MUGO PINE PINUS MUGO `SLOWMOUND`#5 CONT.5` O.C. SGJ 50 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. DECIDUOUS SHRUBS CG 36 GRAY DOGWOOD CORNUS RACEMOSA #5 CONT.5` O.C. DBH 18 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.3` O.C. SWN 20 SUMMER WINE NINEBARK PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE'#5 CONT.4` O.C. ORNAMENTAL GRASSES BBB 40 BLACKHAWKS BIG BLUESTEM ANDROPOGON GERARDII 'BLACKHAWKS'#1 CONT.36" O.C. HMS 40 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH LANDSCAPE REQUIREMENTS REQUIRED SCREENING: LOADING AREAS, STORAGE YARDS, AND ALONG MINOR ARTERIAL/COLLECTOR ROADS. PROVIDED SCREENING:100% SCREENING OF LOADING AND STORAGE YARDS HAS BEEN PROVIDED WITH A DENSE PLANTING OF CONIFEROUS TREES, ORNAMENTAL TREES, AND SHRUBS. ADDITIONALLY CHAIN LINK FENCE HAS BEEN PROVIDED AROUND THE PERIMETER (REFER TO CIVIL PLANS). REQUIRED PARKING LOT PLANTS: 16 TREES = 319 / 20 PARKING SPACES 48 SHRUBS = 319/ 20 PARKING SPACES * 3 PROVIDED PARKING LOT PLANTS:27 TREES = 18 PROPOSED + 9 EXISTNG OVERSTORY TREES 161 SHRUBS = 158 PROPOSED + 3 EXISTING SHRUBS BOULEVARD TREES REMOVED: 3 OVERSTORY TREES BOULEVARD TREE REPLACED:3 OVERSTORY TREES IN-LIKE-KIND LANDSCAPE SUMMARY - INDUSTRIAL ZONING L101 L103 L102 L104 LA N D S C A P E PL A N - O V E R A L L L100 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 1 o f 1 9 7 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING CONIFEROUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL DISTURBED AREAS WITHIN BOUNDARY (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH SOUTHERN TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) TREE TO REMAIN - PROTECT IN PLACE (TYP.) SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) 36" - 48" BOULDERS - SEE DETAIL (TYP.) A B C D E F SEEDING KEYNOTES SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/SUPPLIER SPECIFICATION AND REQUIREMENTS. SB SSR WD STR C C S SS SS SS SS SS SS SS SS SS BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SD E SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 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 X X DE - U E DE - U E DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE D E - U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) PROPOSED STORMWATER BMP SEE SHEET C410 Y Y Y YYYY Y Y Y Y Y Y C C S SS SS SS SS SS SS SS SS BSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SDESDESDESDESDESDESDESDE SDE S D E SD E SD E SD E SD E SD E SD E SD E SDE SDE SDE SDE SDE SDE SDE S D E SD E SD E SD E SD E S D E SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] 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 X X X X X X X X X X X X X X X X X X X X X X X X DE-UE D E - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) PROPOSED STORMWATER BMP SEE SHEET C410 SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BFR BALSAM FIR BHS BLACK HILLS WHITE SPRUCE ERC EASTERN RED CEDAR MYS MEYER SPRUCE NWS NORWAY SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP OVERSTORY TREE EXS EXCLAMATION! SYCAMORE FFM SUGAR MAPLE HAC COMMON HACKBERRY SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN TLT LIRIODENDRON TULIPIFERA CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SWN SUMMER WINE NINEBARK ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R NORTH NORTH 3 VICINITY MAP NOT TO SCALE L102 L103 1 2 4 LA N D S C A P E PL A N - I N S E T 1 L101 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 2 o f 1 9 7 C C C C C C 6''W 6'' W 6''W 6'' W SS SSSSSSSSSSSSSSSSS SSSSSSSSSSSS SS SS SS Y Y Y Y Y Y Y Y Y Y Y Y Y Y BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L Y Y Y Y Y Y Y SD E S D E SD E 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 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 XX 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 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 X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS EXISTING 20' DRAINAGE/ UTILITY EASEMENT C C C C C C C 6''W 6''W 6''W 6'' W SS SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSS SS SS SS Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BS L BS L BS L BS L Y YYY Y Y Y Y Y Y Y Y Y SD E SDE SDE S D E SD E [ ] 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 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 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 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 X X X X X X X T T DE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UEDE-UE DE-UE D E - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE 208TH STREET WEST EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS EXISTING 20' DRAINAGE/ UTILITY EASEMENT LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING CONIFEROUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL DISTURBED AREAS WITHIN BOUNDARY (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH SOUTHERN TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) TREE TO REMAIN - PROTECT IN PLACE (TYP.) SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) 36" - 48" BOULDERS - SEE DETAIL (TYP.) A B C D E F SEEDING KEYNOTES SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/SUPPLIER SPECIFICATION AND REQUIREMENTS. SB SSR WD STR SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BFR BALSAM FIR BHS BLACK HILLS WHITE SPRUCE ERC EASTERN RED CEDAR MYS MEYER SPRUCE NWS NORWAY SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP OVERSTORY TREE EXS EXCLAMATION! SYCAMORE FFM SUGAR MAPLE HAC COMMON HACKBERRY SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN TLT LIRIODENDRON TULIPIFERA CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SWN SUMMER WINE NINEBARK ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PLANT SCHEDULE Y Y Y YYYY Y Y Y Y Y Y Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R MATCH LINE MA T C H L I N E L101 L104 NORTH NORTH 3 VICINITY MAP NOT TO SCALE 1 2 4 LA N D S C A P E PL A N - I N S E T 2 L102 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 3 o f 1 9 7 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W W BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING GAS EASEMENT 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W W BSL BS L BS L BSL BSL BSL BSL BSL BSLBSL BS L BS L BS L BS L BS L BS L BS L BS L BS L Y YYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y SD E SDESDESDESDESDESDESDESDE SDE [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE D E - U E D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXXX 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 X XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 X X X X X X X X X X X X X X X T DE-UE DE-UE DE-UE DE-UE DE-UEDE-UE DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE - U E DE-UE DE-UE DE-UE DE-UE DE-U E DE-UE DE-UEDE-UEDE-UEDE-UEDE-UEDE-UE C. S . A . H . N O . 3 1 ( E S S E X A V E N U E ) PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING GAS EASEMENT PROPOSED TERMINAL BUILDING EXPANSION LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING CONIFEROUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL DISTURBED AREAS WITHIN BOUNDARY (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH SOUTHERN TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) TREE TO REMAIN - PROTECT IN PLACE (TYP.) SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) 36" - 48" BOULDERS - SEE DETAIL (TYP.) A B C D E F SEEDING KEYNOTES SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/SUPPLIER SPECIFICATION AND REQUIREMENTS. SB SSR WD STR SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BFR BALSAM FIR BHS BLACK HILLS WHITE SPRUCE ERC EASTERN RED CEDAR MYS MEYER SPRUCE NWS NORWAY SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP OVERSTORY TREE EXS EXCLAMATION! SYCAMORE FFM SUGAR MAPLE HAC COMMON HACKBERRY SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN TLT LIRIODENDRON TULIPIFERA CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SWN SUMMER WINE NINEBARK ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PLANT SCHEDULE Y Y Y YYYY Y Y Y Y Y Y Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R L104 L101 MATCH LINE MA T C H L I N E NORTH NORTH 3 VICINITY MAP NOT TO SCALE 1 2 4 LA N D S C A P E PL A N - I N S E T 3 L103 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 4 o f 1 9 7 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 6 ' ' W 6 ' ' W G 6 ' ' W 6 ' ' W Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E X X X X X X X X X X X X X X X X X X X XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXX T 210TH S T R E E T W E S T PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING ELECTRICAL/HEATING UNITS TO REMAIN EXISTING 20' DRAINAGE/ UTILITY EASEMENT 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 6 ' ' W 6 ' ' W G 6 ' ' W 6 ' ' W Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL Y YYY SD E SDE [ ] DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE DE - U E DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E 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 XX 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 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T DE-UE 210TH S T R E E T W E S T PROPOSED MAINTENANCE BUILDING EXPANSION TO REMAIN OUTSIDE OF EXISTING GUE EASEMENT, +/- 3178 SF EXISTING POND TO REMAIN PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING ELECTRICAL/HEATING UNITS TO REMAIN EXISTING 20' DRAINAGE/ UTILITY EASEMENT LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING CONIFEROUS TREE TO REMAIN - PROTECT IN PLACE (TYP.) EXISTING SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL DISTURBED AREAS WITHIN BOUNDARY (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH SOUTHERN TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) TREE TO REMAIN - PROTECT IN PLACE (TYP.) SHRUBS TO REMAIN - PROTECT IN PLACE (TYP.) 36" - 48" BOULDERS - SEE DETAIL (TYP.) A B C D E F SEEDING KEYNOTES SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN SHORT GRASS ROADSIDE (SSR) SEED MIX (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/SUPPLIER SPECIFICATION AND REQUIREMENTS. SB SSR WD STR SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BFR BALSAM FIR BHS BLACK HILLS WHITE SPRUCE ERC EASTERN RED CEDAR MYS MEYER SPRUCE NWS NORWAY SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP OVERSTORY TREE EXS EXCLAMATION! SYCAMORE FFM SUGAR MAPLE HAC COMMON HACKBERRY SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN TLT LIRIODENDRON TULIPIFERA CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SWN SUMMER WINE NINEBARK ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PLANT SCHEDULE Y Y Y YYYY Y Y Y Y Y Y Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R L102 L103 MATCH LINE MA T C H L I N E NORTH NORTH 3 VICINITY MAP NOT TO SCALE 1 2 4 LA N D S C A P E PL A N - I N S E T 4 L104 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 5 o f 1 9 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © BY RE V I S I O N S No . DA T E DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . 42 6 6 1 KH A P R O J E C T 01 6 9 6 0 0 1 2 DA T E S C A L E AS S H O W N D E S I G N E D B Y D R A W N B Y C H E C K E D B Y R+ L C A R R I E R S FA R M I N G T O N PR E P A R E D F O R R+ L C A R R I E R S , I N C FA R M I N G T O N MI N N E S O T A Know what's below. before you dig.Call R DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L2001 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L2002 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L2003 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L2004 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L2005 4" 1" PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 16.GATOR BAGS RECOMMENDED TO ESTABLISH TREES OUTSIDE OF LIMITS OF IRRIGATION. SOIL 17.TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS LARGER THAN ONE INCH, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE TO BE BETWEEN 5.4 AND 7.0. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREES, SHRUBS AND PERENNIALS. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. 18.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 19.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) / WISDOT STANDARD SPECIFICATION 625 (TOPSOIL AND SALVAGED TOPSOIL) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 20.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, BUFF LIMESTONE, RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 21.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 22.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 23.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN/FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, EPA WATERSENSE CONTROLLER, PRESSURE REGULATED HEADS, AND APPROPRIATE TECHNOLOGY. ESTABLISHMENT 24.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 25.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 26.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 27.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES LA N D S C A P E DE T A I L S L200 04 / 0 9 / 2 0 2 5 JA C MK B AL W 04 / 2 5 / 2 0 2 5 . Pa g e 6 6 o f 1 9 7 Pa g e 6 7 o f 1 9 7 Pa g e 6 8 o f 1 9 7 Page 69 of 197 Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us May 22, 2025 City of Farmington 430 Third Street Farmington, MN 55024 Re: FARMINGTON INDUSTRIAL PARK 4TH ADDITION The Dakota County Plat Commission met on May 21, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 31 (Pilot Knob Rd.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat includes an expansion the R+L Carrier site. The right-of-way needs along CSAH 31 are 60 feet of half right of way, which have been met. Access to site is from 208th Street West, a city street with no access shown along CSAH 31. Restricted access should be shown along all of CSAH 31, including the 80-foot existing access opening. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on June 24, 2025. Traffic volumes on CSAH 31 are 6,784 ADT and are anticipated to be 11,500 ADT by the year 2040. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Page 70 of 197 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 - Jun 10 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 71 of 197 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 72 of 197 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 73 of 197 Page 74 of 197 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 7 5 o f 1 9 7 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 7 6 o f 1 9 7 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 7 7 o f 1 9 7 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 7 8 o f 1 9 7 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 7 9 o f 1 9 7 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 8 0 o f 1 9 7 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 8 1 o f 1 9 7 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 8 2 o f 1 9 7 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 8 3 o f 1 9 7 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 8 4 o f 1 9 7 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 8 5 o f 1 9 7 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 8 6 o f 1 9 7 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 8 7 o f 1 9 7 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 8 8 o f 1 9 7 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 8 9 o f 1 9 7 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 9 0 o f 1 9 7 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 9 1 o f 1 9 7 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 9 2 o f 1 9 7 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 9 3 o f 1 9 7 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 9 4 o f 1 9 7 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 9 5 o f 1 9 7 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 9 6 o f 1 9 7 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 9 7 o f 1 9 7 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 9 8 o f 1 9 7 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 9 9 o f 1 9 7 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 1 0 0 o f 1 9 7 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 1 0 1 o f 1 9 7 922 920 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 1 0 2 o f 1 9 7 922 920 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 1 0 3 o f 1 9 7 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 1 0 4 o f 1 9 7 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 1 0 5 o f 1 9 7 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 1 0 6 o f 1 9 7 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 1 0 7 o f 1 9 7 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 1 0 8 o f 1 9 7 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 1 0 9 o f 1 9 7 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 1 1 0 o f 1 9 7 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 1 1 1 o f 1 9 7 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 1 1 2 o f 1 9 7 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 1 1 3 o f 1 9 7 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 1 1 4 o f 1 9 7 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 1 1 5 o f 1 9 7 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 1 1 6 o f 1 9 7 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 1 1 7 o f 1 9 7 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 1 1 8 o f 1 9 7 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 1 1 9 o f 1 9 7 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 1 2 0 o f 1 9 7 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 1 2 1 o f 1 9 7 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 1 2 2 o f 1 9 7 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 DRAFT Pa g e 1 2 3 o f 1 9 7 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 1 2 4 o f 1 9 7 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 1 2 5 o f 1 9 7 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 1 2 6 o f 1 9 7 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 1 2 7 o f 1 9 7 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 1 2 8 o f 1 9 7 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 1 2 9 o f 1 9 7 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 1 3 0 o f 1 9 7 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 3 1 o f 1 9 7 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 3 2 o f 1 9 7 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 3 3 o f 1 9 7 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 3 4 o f 1 9 7 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 3 5 o f 1 9 7 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 3 6 o f 1 9 7 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 3 7 o f 1 9 7 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 3 8 o f 1 9 7 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 3 9 o f 1 9 7 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 4 0 o f 1 9 7 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 4 1 o f 1 9 7 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 4 2 o f 1 9 7 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Final Plat & Final PUD - Dakota Meadows Preserve 1st Addition Meeting: Planning Commission - Jun 10 2025 INTRODUCTION: Distinctive Land Development, LLC has submitted an application for final plat and final planned unit development for Dakota Meadows Preserve. The development is generally located near the southeast intersection of Denmark Avenue and 220th Street W and is adjacent to Dakota Electric to the north and Dakota County Fairgrounds to the east (see attached location map). The Dakota Meadows Preserve 1st Addition final plat consists of 42 single-family lots on 43.7 acres (see attached final plat). DISCUSSION: Final Plat The 42 single-family lots are part of the 134 overall single-family lots that were approved as part of the preliminary plat for this project. The Dakota Meadows Preserve 1st Addition final plat corresponds with the preliminary plat that was approved by the Planning Commission on April 8, 2025 and the City Council on April April 21, 2025. The minimum lot area proposed within this development (all phases) is 4,261 square feet. The average lot area within the 1st Addition is 5,392 square feet (lot sizes in the 1st Addition range from 4,261 square feet up to 9,060 square feet in size). The minimum lot width for the development is 40 feet. The proposed setbacks for the development are as follows:  Front yard setback: 20 feet (25 feet on sidewalk side)  Rear yard setback: 6 feet  Side yard setback: 5 feet  Side yard setback street (corner): 15 feet The final plat contains four outlots (labeled A-D). A description of the outlots are as follows: Outlot A: Combination of storm water ponding and wetland Outlot B: Combination of future development, storm water ponding, and open space Outlot C: Open space Page 143 of 197 Outlot D: Combination of storm water ponding and wetland. Outlots A and D will be deeded to the City with this final plat. Transportation and Access Access to this development will come from Denmark Avenue. A secondary emergency access will be provided towards the southern end of the development near the wetland area. The secondary access will consist of a 20-foot-wide enhanced trail section that will extend with this initial phase to the eastern boundary of Outlot D. Eventually, this trail would be extended with future phases to the north/south road (labeled Street C on the approved preliminary plat) located on the east side of the development. Additionally, there is a trail connection from the end of the cul-de-sac (labeled Street B on final plat) to the emergency access. The emergency access will have to be gated and closed to motorized vehicles of the general public. The roadway right-of-way within the development is shown to be 60 feet in width with the roadway width being 29 feet face of curb to face of curb. Please note, that a condition of approval of this final plat will be that the following street names be added to the final plat:  223rd Street W instead of Street A;  Denmark Trail for the portion of Street B north of the intersection with Street A;  Denmark Court for the cul-de-sac portion of Street B south of the intersection with Street A. Parks, Trails and Sidewalks The City will be taking cash-in-lieu of park dedication with this final plat. The attached construction plans show an 8-foot-wide trail along the northern boundary of the development that would provide a connection to Ash Street (220th Street W). There was significant discussion regarding this trail and its location at the April Planning Commission meeting. As the Commission is aware, the preliminary plat that was approved was conditioned upon staff continuing to work with the developer regarding the location of trail along the northern boundary and to have resolution regarding it prior to submittal of a final plat. The Parks and Recreation Commission reviewed the trail and its location at its May regular meeting. The Parks and Recreation Commission made a 4-0 recommendation for the developer to install an 8-foot-wide bituminous trail between lots 21 and 22 (pending City Engineer approval) on the preliminary plat and continue this trail along the northern boundary to Ash Street (220th Street W); a standard city sidewalk will be installed on the north side of Street A to Street C and on the west side of Street C running north to the trail; eliminate the sidewalk on the south side of Street A. Attached, for the Commission's reference, is the section of the approved preliminary plat showing the recommended location of trail and sidewalk. This recommendation has been forwarded to the Planning Commission as part of this final plat application. Trail will also be provided in the right-of-way of Denmark Avenue. Final Planned Unit Development Attached, is Ordinance No. 2025-003, which outlines the special development standards for this development, which are:  Reducing the minimum lot area to 4,261 square feet (typical minimum is 6,000 sf)  Reducing the minimum lot width to 40 feet (typical minimum is 60 feet) Page 144 of 197  Reducing the corner side yard setback to 15 feet (typical minimum is 20 feet)  Reducing the interior side yard setback to 5 feet (typical is 6 feet)  Increasing the building coverage percentage for lots to 50% (typical maximum is 35%)  The allowance for stormwater basins within the development to exceed the maximum detention pond depth of 8 feet as provided for the in the City's Engineering Guidelines. Engineering Review The Engineering Department has reviewed the Dakota Meadows Preserve 1st Addition final plat and recommend approval upon satisfaction of all engineering comments related to the construction plans for grading and utilities as well as the applicant entering into a development contract with the City and all security fees and costs paid. BUDGET IMPACT: Not applicable ACTION REQUESTED: Recommend approval of the Dakota Meadows Preserve 1st Addition final plat and final planned unit development (Ordinance No. 2025-003) contingent upon the following, and forward that recommendation on to the City Council: 1. Construction plans must be amended to reflect the recommendation from the Parks and Recreation and trails regarding meeting 14th regular its at made Commissions May sidewalks within this development. 2. The final plat must be amended to reflect the following Street Names: 223rd Street W instead of Street A; Denmark Trail for the portion of Street B north of the intersection with Street A; Denmark Court for the cul-de-sac portion of Street B south of the intersection with Street A. 3. A development contract between the developer and City of Farmington shall be executed and security and fees paid. Submission of all other documents required under the development contract shall be required. ATTACHMENTS: Dakota Meadows Preserve Location Map DAKOTA MEADOWS PRESERVE 1ST ADDITION 01-124153 - Dakota Meadows 1st Addition Util-Rev 00 (04-25-2025) Pre plat trail and sidewalk map PUD Ordinance Page 145 of 197 Dakota Meadows Preserve Location Map Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 600 feet 6/3/2025 Page 146 of 197 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Pa g e 1 4 7 o f 1 9 7 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Pa g e 1 4 8 o f 1 9 7 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Pa g e 1 4 9 o f 1 9 7 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Pa g e 1 5 0 o f 1 9 7 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Pa g e 1 5 1 o f 1 9 7 1ST ADDITION FUTURE ADDITION REGISTERED PROFESSIONAL CIVIL ENGINEER REGISTERED PROFESSIONAL LAND SURVEYOR DEVELOPER REG. NO. 42299 JOHN M. MOLINARO PETER J. HAWKINSON REG. NO. 45831 MATT ODENTHAL DISTINCTIVE LAND DEVELOPMENT, LLC 18466 KENYON AVENUE STE#100 LAKEVILLE, MN 55044 PREPARED BY PIONEER ENGINEERING, P.A. 2422 ENTERPRISE DRIVE MENDOTA HEIGHTS, MN 55120 01-ENG-124153-SHEET-COVR 1.00COVER SHEET I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OFDAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION LOCATION MAP INTERSECTION DETAILS STORM SEWER SCHEDULESTORM SEWER CONSTRUCTION LEGENDCOVER SHEET SHEET INDEX 1.00.1.01. 3.01-3.04.3.11. 4.11. DEWATERING PLAN2.00. SANITARY SEWER & WATERMAIN2.01-2.02. STREET CONSTRUCTION PLAN4.01-4.02. DAKOTA MEADOWS PRESERVE 1ST ADDITION UTILITY & STREET CONSTRUCTION PLAN FARMINGTON, MINNESOTA REMOVALS PLAN1.02. S1-S2 S3 S5 S4 MPCA MAP STORMWATER POLLUTION PREVENTIONPLAN PROPOSED HYDROLOGY PLANEXISTING HYDROLOGY PLAN R CONSTRUCTION TRAIL CONSTRUCTION PLAN5.01-5.02.SIGNAGE & STREET LIGHTING PLAN6.01. SEEDING & BASIN RESTORATION8.01.DETAILS9.01-9.09.MNDOT PEDESTRIAN RAMP DETAILS10.01. L1.LANDSCAPE PLANT1.TREE PRESERVATION PLAN EROSION CONTROL PLAN7.01. Pa g e 1 5 2 o f 1 9 7 01-ENG-124153-SHEET-LGND 1.01LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 3 o f 1 9 7 01-ENG-124153-SHEET-DEMO 1.02 REMOVALS PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 4 o f 1 9 7 01-ENG-124153-SHEET-DWAT 2.00DEWATERING PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 5 o f 1 9 7 01-ENG-124153-SHEET-SSWR 2.01SANITARY SEWER & WATERMAIN CONSTRUCTION STREET B I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 6 o f 1 9 7 01-ENG-124153-SHEET-SSWR 2.02SANITARY SEWER & WATERMAIN CONSTRUCTION STREET A I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 7 o f 1 9 7 01-ENG-124153-SHEET-STRM 3.01STORM SEWER CONSTRUCTION STREET B I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 8 o f 1 9 7 01-ENG-124153-SHEET-STRM 3.02STORM SEWER CONSTRUCTION STREET A/STREET B CUL-DE-SAC I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 5 9 o f 1 9 7 01-ENG-124153-SHEET-STRM 3.03STORM SEWER CONSTRUCTION BASIN 200/300/400/700 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 0 o f 1 9 7 01-ENG-124153-SHEET-STRM 3.04STORM SEWER CONSTRUCTION DENMARK AVE. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 1 o f 1 9 7 01-ENG-124153-SHEET-STRM-SCHD 3.11STORM SEWER SCHEDULE I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 2 o f 1 9 7 ℄℄ 01-ENG-124153-SHEET-ROAD 4.01STREET CONSTRUCTION PLAN STREET B I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 3 o f 1 9 7 ℄℄ 01-ENG-124153-SHEET-ROAD 4.02STREET CONSTRUCTION PLAN STREET A I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 4 o f 1 9 7 01-ENG-124153-SHEET-ROAD 4.11INTERSECTION DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION STREET B INTERSECTION W/ EXISTING ELAN SITE STREET A & STREET B INTERSECTION STREET A & DENMARK AVE. INTERSECTION STREET B CUL-DE-SAC & TRAIL INTERSECTION Pa g e 1 6 5 o f 1 9 7 01-ENG-124153-SHEET-TRAIL 5.01TRAIL CONSTRUCTION PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION TRAIL Pa g e 1 6 6 o f 1 9 7 01-ENG-124153-SHEET-TRAIL 5.02TRAIL CONSTRUCTION PLAN EMERGENCY ACCESS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 7 o f 1 9 7 CITY NATURAL AREA PROTECTED WETLAND BUFFER This is a protected Natural Area. The native CONSERVATION AREAplantings in this area provide shoreline stabilization for the ponds, reduce erosion, improve water quality by filtering pollutants, and provide a natural habitat for wildlife. Under City Ordinance, property adjacent to ponds should be left in a natural state and no mowing or clearing of vegetation in this area may occur. Dead trees or branches and native grasses provide an excellent habitat for native wildlife adjacent to ponds and should not be removed from the natural area. No vehicular traffic of any kind is allowed. The native trees and plantings in this city-owned area provide a natural habitat for wildlife and prevent erosion of steep slopes. Under City Ordinance, existing plant material within this conservation area should be left in a natural state and no clearing or removal of vegetation in this area may occur. Dead trees or branches provide excellent habitat for native wildlife and should not be removed from the conservation area. The plantings in this area contain native trees, flowering plants, shrubs and grasses that provide food for birds, fish and other native wildlife. The plants also help to hold soil and prevent erosion, improve water quality and provide natural habitats for animals. Under City Ordinance, no clearing or removal of vegetation in the buffer area is allowed. Dead trees or branches provide excellent habitat for native wildlife and should not be removed from the wetland buffer. 01-ENG-124153-SHEET-SIGN 6.01SIGNAGE & STREET LIGHTING PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 8 o f 1 9 7 LEGEND 01-ENG-124153-SHEET-EROS 7.01EROSION CONTROL PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 6 9 o f 1 9 7 · · · · · · · · 01-ENG-124153-SHEET-SEED 8.01SEEDING & BASIN RESTORATION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 0 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.01CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 1 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.02CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 2 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.03CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 3 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.04CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 4 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.05CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 5 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.06CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 6 o f 1 9 7 01-ENG-124153-SHEET-DTLS 9.07CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 7 o f 1 9 7 STOP 01-ENG-124153-SHEET-DTLS 9.08CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 8 o f 1 9 7 · · 01-ENG-124153-SHEET-DTLS 9.09CITY DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 7 9 o f 1 9 7 01-ENG-124153-SHEET-DTLS 10.01MNDOT PEDESTRIAN RAMP DETAILS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 29OF DAKOTA MEADOWS PRESERVE FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 04-25-2025 JMM SHA Name Reg. No.Date Revisions 1. XX-XX-2025 XXXXXXXXX Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 04-25-2025 John M. Molinaro LAKEVILLE, MN 55044 1ST ADDITION Pa g e 1 8 0 o f 1 9 7 · · · · · · · · · · · · · · · I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c S5OFDAKOTA MEADOWS FARMINGTON, MN 01-03-2025 JMM SHA Name Reg. No.Date Revisions 1. 02-10-2025 Carriage Change Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 01-03-2025 John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 LAKEVILLE, MN 55044 00-ENG-124153-SHEET-HYDR-SWPPP S1STORMWATER POLLUTION PREVENTION PLAN Pa g e 1 8 1 o f 1 9 7 00-ENG-124153-SHEET-HYDR-SWPPP S2STORMWATER POLLUTION PREVENTION PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c S5OFDAKOTA MEADOWS FARMINGTON, MN 01-03-2025 JMM SHA Name Reg. No.Date Revisions 1. 02-10-2025 Carriage Change Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 01-03-2025 John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 LAKEVILLE, MN 55044 Pa g e 1 8 2 o f 1 9 7 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c S5OFDAKOTA MEADOWS FARMINGTON, MN 01-03-2025 JMM SHA Name Reg. No.Date Revisions 1. 02-10-2025 Carriage Change Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 01-03-2025 John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 LAKEVILLE, MN 55044 00-ENG-124153-SHEET-HYDR-MPCA S3MPCA MAP Pa g e 1 8 3 o f 1 9 7 LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c S5OFDAKOTA MEADOWS FARMINGTON, MN 01-03-2025 JMM SHA Name Reg. No.Date Revisions 1. 02-10-2025 Carriage Change Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 01-03-2025 John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 LAKEVILLE, MN 55044 00-ENG-124153-SHEET-HYDR-EXIS S4EXISTING HYDROLOGY MAP Pa g e 1 8 4 o f 1 9 7 LEGEND I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c S5OFDAKOTA MEADOWS FARMINGTON, MN 01-03-2025 JMM SHA Name Reg. No.Date Revisions 1. 02-10-2025 Carriage Change Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 45831 01-03-2025 John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 LAKEVILLE, MN 55044 00-ENG-124153-SHEET-HYDR-PROP S5PROPOSED HYDROLOGY MAP Pa g e 1 8 5 o f 1 9 7 1OFJLT JLT L1LANDSCAPE PLAN c OFDAKOTA MEADOWS FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 01-03-2025Name Reg. No.Date Revisions 1. 01-15-2025 Client Comments Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS LAKEVILLE, MN 55044 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson 2. 02-10-2025 Carriage Change3. 04-02-2025 City Comments4-1-2025 Pa g e 1 8 6 o f 1 9 7 1OFJLT JLT Date Designed Drawn T1TREE PRESERVATION PLAN c OFDAKOTA MEADOWS FARMINGTON, MN DISTINCTIVE LAND DEV., LLC 18466 KENYON AVENUE #100 01-03-2025Name Reg. No.Date Revisions 1. 01-15-2025 Client Comments Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS LAKEVILLE, MN 55044 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson 2. 02-10-2025 Carriage Change3. 04-02-2025 City Comments TREE PROTECTION DETAILTREE PRESERVATION NOTES 4-1-2025 Pa g e 1 8 7 o f 1 9 7 Page 188 of 197 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA ORDINANCE NO. 2025-003 AN ORDINANCE AMENDING TITLE 10, CHAPTER 5, SECTION 19 OF THE FARMINGTON CITY CODE, ADDING PUD-2 – DAKOTA MEADOWS PRESERVE TO THE ZONING CODE AND ESTABLISHING DEVELOPMENT STANDARDS The City Council of the City of Farmington ordains: SECTION 1. Title 10, Chapter 5, Section 19(G) of the Farmington City Code is amended by adding the language as follows: (G) Planned Unit Development Districts 2. PUD-2 – Dakota Meadows Preserve (a) Development plans. The following plans are required to be reviewed and approved by the City and must be in conformance with all standards listed below: (1) Preliminary and Final Plat (2) Utility & Street Construction Plan (b) Special development standards. (1) Lot Area & Width. a. Reducing the minimum lot area to 4,261 square feet. b. Reducing the minimum lot width to 40 feet. (2) Building Setbacks. a. Reducing the corner side yard setback to 15 feet. b. Reducing the interior side yard setback to 5 feet. (3) Building Coverage. a. Increasing the building coverage percentage for lots to 50%. (4) Stormwater Pond Depth. Allowance for stormwater basins within the development to exceed the maximum detention pond depth of 8 feet as provided for in the City’s Engineering Guidelines. This ordinance includes the following changes relating to Title 10, Chapter 5, Section 19: • Creates development standards for lot area and width, building setbacks, building coverage and stormwater pond depth. Page 189 of 197 SECTION 3. EFFECTIVE DATE. This ordinance shall be effective upon its passage and publication according to law. Passed by the City Council of the City of Farmington, Minnesota, this 16th day of June 2025. ATTEST: Joshua Hoyt, Mayor Shirley R Buecksler, City Clerk Page 190 of 197 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Jared Johnson, Planning Coordinator Department: Community Development Subject: Draft Beekeeping Ordinance Meeting: Planning Commission - Jun 10 2025 INTRODUCTION: beekeeping potential a regarding discussions several held has Commission Planning The ordinance to allow honey bees to be kept on residential lots smaller than 2.5 acres. A draft ordinance was presented and discussed at the April 8, 2025 Planning Commission meeting. Based off feedback received from that meeting, staff has brought back a slightly revised draft ordinance for discussion. DISCUSSION: The following is an overview of what was included in the first draft ordinance that was presented and discussed at the April meeting:  Definitions section  Administrative permit to be approved by staff  Education requirements including proof of competition of a beekeeping basics course or three or more years of beekeeping experience  Only allowed in rear yard  Setbacks - 20 feet from lot lines, 30 feet from adjacent decks, patios, swimming pools, or other outdoor living space  Flyway barrier required if kept within 25 feet of a lot line or 35 feet from adjacent decks, patios, swimming pools, or other outdoor living space. The barrier must run parallel to the lot line for at least 10 feet in both directions in front of the hive entrance.  Inspections will be required upon issuance of the permit and each time a renewal permit is received.  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 the ordinance or permit is occurring, failure to allow an inspection, transfer of ownership of the property, or if a public nuisance is occurring. Hives that aren't removed after a permit is terminated will be deemed a public nuisance and may be abated by the city. After discussing the above standards, the Planning Commission proposed edits related to setbacks, flyway barriers, and removal timeframe for terminated permits. Staff has included the following edits in the attached draft ordinance: Page 191 of 197  Setbacks: An exemption was added to the 20-foot setback requirement from all property lines. If an adjacent property is a stormwater pond/wetland area, the setback shall be reduced to 5 feet.  Flyway Barrier: An additional option was added for a required flyway barrier. A flyway barrier may be placed to surround the hive on three sides rather than having to provide a parallel flyway barrier for a distance of 10 feet in both directions.  Hive Removal: Language was added allowing an alternative removal timeframe for hives with terminated permits. Hives will still need to be removed within 5 days of notice, but an alternative timeframe may be approved, if necessary, by the Planning Department. BUDGET IMPACT: Not applicable ACTION REQUESTED: Discussion only. Provide feedback to staff on the revised draft ordinance including any additions or edits. If none are needed, the next step would be to schedule a public hearing for the ordinance. ATTACHMENTS: Draft Beekeeping Ordinance Page 192 of 197 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING TITLES 6 AND 10 OF THE FARMINGTON CITY CODE AS IT RELATES TO THE KEEPING OF HONEY BEES The City Council of the City of Farmington ordains: SECTION 1. Tile 6, Chapter 4, Section 2(C) of the Farmington City Code is amended as follows (deleted text is stricken and added text is underlined): 6-4-2: KEEPING ANIMALS WITHIN THE CITY: (C) Farm Animals: Except as provided in this subsection, The the keeping of farm animals, with the exception of chickens on urban residential lots which are regulated under section 10-6-29 of this code, is a permitted accessory use in all zoning districts provided: 1. The minimum lot size is two and one-half (2 ½) acres. 2. Farm animals may not be confined in a pen, feedlot or building within one hundred feet (100') of any residential dwelling not owned or leased by the keeper of the animals, unless: (a) The animals were kept prior to the adoption of this section, or (b) The animals were kept after the adoption of this section but prior to the existence of a residence within one hundred feet (100’). 3. The provisions of Subsections (C)1. and (C)2. do not apply to the keeping of honey bees on urban residential lots which are regulated under section 10-6-31 of this code, and do not apply to the keeping of chickens on urban residential lots which are regulated under section 10-6-29 of this code. SECTION 2. Title 6, Chapter 6, Section 2 of the Farmington City Code is amended as follows (added text is underlined): 6-6-2: ABATEMENT: When any dwelling or any building, structure, excavation, business pursuit, matter or thing in or about a dwelling, or the lot on which it is situated, or the plumbing, sewerage, drainage, light or ventilation thereof, is in the opinion of the board of health, in a condition or in effect dangerous or detrimental to life or health (as set forth in section 6-6-1 of this section), the board of health may declare that the same, to the extent that it may specify, is a public nuisance, and shall order the same to be removed, abated, suspended, altered or otherwise improved or purified as the order shall specify. The board of health may also order or cause any dwelling or excavation, building, structure, sewer, plumbing pipe, passage, premises, ground, matter or thing in or about a dwelling, or the Page 193 of 197 lot on which it is situated, to be purified, cleansed, disinfected, removed, altered, repaired, or improved. If any order of the board of health issued under authority of the provisions hereof is not complied with, or so far complied with as may be regarded as reasonable, within fifteen (15) days after the service of said notice, or within such shorter time as may be designated, then such order may be executed by the board of health, through its officers, agents, employees or contractors and the cost thereof assessed against said property as provided by law. Any beehive that is kept pursuant to Section 10-6-31 of this code for which a permit has been terminated shall be removed by the beekeeper, as defined by Section 10-6-31 of this code, within five (5) days of the permit termination or a timeframe otherwise approved by the Planning Department. Any beehive that is not removed by the beekeeper within five (5) days shall be deemed a public nuisance as a safety hazard. The city shall remove the beehive on the order of the Director of Community Development, and shall charge the beekeeper for the costs of abatement. Any unpaid abatement cost may be assessed as an unpaid special charge pursuant to Minnesota Statutes § 429.101. SECTION 3. Title 10, Chapter 6, Section 31 is hereby added as follows into the Farmington City Code: 10-6-31: KEEPING OF HONEY BEES ON URBAN RESIDENTIAL LOTS (A) Definitions: The following definitions shall apply for this section: APIARY: The assembly of one or more colonies of honey bees on a single lot. APAIRY LOT: the lot upon which an apiary is located. BEEKEEPER: a person who either owns one (1) more colonies of honey bees and/or owns the property on which a honey bee colony is located. BEEKEEPING EQUIPMENT: anything used in the operation of an apiary, including but not limited to hive bodies, brood boxes, supers, hive frames, top and bottom boards, platforms, beekeeping tools or supplies, and extractors. COLONY: an aggregate of honey bees, consisting generally of one queen bee, worker bees, drone bees, or any combination thereof, and at times including brood, comb, pollen and honey. HIVE: the receptable intended for the habitation of a colony, which may be a “top bar” hive or a traditional multistoried 8-10 frame hive that has one or more brood boxes, plus any honey supers as may be added. HONEY BEE: all life stages of the common domestic honey bees, apis mellifera species. Page 194 of 197 NUCLEUS HIVE: a hive receptacle or hive body that is nine and five-eighths inches deep, and holds three to five frames and a small quantity of honey bees, which may include a queen, for particular beekeeping purposes, such as starting a new colony, introducing of a new queen to an existing colony, or rearing a new queen. SWARMING: the process where a queen bee leaves a colony with a large group of worker bees. (B) Administrative Permit Required: An administrative permit shall be required for the keeping of honey bees upon a property less than two and one-half (2 ½) acres in size and developed with a single-family dwelling within a residential zoning district. The keeping of honey bees on lots two and one-half (2 ½) acres and larger are regulated under section 6-4-2 of this code. An administrative permit application must be submitted to the Planning Department with a fee, as established by the City Council. Upon receipt of the administrative permit application, all adjacent property owners will be notified of the application. Supporting information/documents to be submitted to the Planning Department with an administrative permit application are: 1. Number of colony hives to be kept on the premises. The beekeeper must live on the property where the colony hives are kept. 2. Detailed site plan of the lot on which the colony hives are to be kept. The site plan shall show the lot dimensions, location of the colony hives, setbacks of the colony hives to property lines, setbacks of the colony hives from dwelling units, decks, patios, swimming pools, or other outdoor living spaces on adjacent properties, and the location, length, and materials of proposed flyway barriers. 3. Proof of completion of a beekeeping basics course through the University of Minnesota Bee Lab or a local beekeeper club/association within 12 months of the date of the application or proof of three or more consecutive years of actual beekeeping experience, established by substantiated evidence thereof, within five years immediately preceding the date of application. The Planning Department shall have the final determination if the education requirements are met or if additional evidence or education is needed. 4. Any other information the Planning Department deems necessary to evaluate the application for compliance with the requirements of this section. (C) Duration of Permit: An approved permit shall be valid for 1 year and must be renewed every year from its date of issuance. (D) Performance Standards: 1. The number of colony hives permitted on a lot is determined as follows: (a) Less than 0.5 acres: 2 colonies (b) 0.5 acres to less than 2.5 acres: 4 colonies (c) Larger than 2.5 acres: no restriction 2. Colony hives are only allowed in the rear yard 3. Colony hives shall observe the following setbacks: (a) 20 feet from any lot line or 5 feet if the lot line abuts a stormwater pond/wetland area with no adjacent trails. (b) 30 feet from decks, patios, swimming pools, or other outdoor living spaces on Page 195 of 197 adjacent properties 4. If a colony hive is kept within 25 feet of a lot line of the apiary site or within 35 feet of a dwelling unit, deck, patio, swimming pool, or other living space on an adjacent lot, a flyway barrier of at least six feet in height shall be required in accordance with the following requirements: (a) The flyway barrier shall either be a stone wall, solid fence, dense vegetation or combination thereof, in order that honey bees must fly over, rather than through, the material to reach the colony. The flyway barrier shall be constructed of high quality, durable materials and follow any other applicable City Code provisions herein. (b) If a flyway barrier is proposed to be dense vegetation, the initial planting may be four feet in height, so long as the vegetation reaches six feet in height or higher within two years of planting. The vegetation shall provide dense screening from six inches from grade to the top of the vegetation year-round. (c) The flyway barrier shall either continuously run parallel to the apiary site’s lot line for a distance of ten (10) feet in both directions in front of each hive entrance side or the flyway barrier shall surround three sides of the hive including the entrance and both sides of the hive to force the colony to go up and out of the hive rather than go straight, left, or right. 5. Colonies shall be kept in hives with removable frames and kept in good condition. 6. Each hive shall be continuously managed to provide adequate and healthy living spaces to prevent swarming. 7. All beekeeping equipment shall be kept in good condition and unused equipment shall be stored indoors. 8. Each colony shall be provided with a source of clean water. 9. For each colony allowed, there may also be one nucleus colony in a hive structure not to exceed one standard 9-5/8 inch depth ten (10) -frame hive body with no supers. 10. If a colony exhibits frequent aggressive behavior, the beekeeper shall take immediate action to address and correct it, including replacing the queen, if necessary. 11. Fruit trees and other flowering trees may not be sprayed while in full bloom with any substance harmful to honey bees. (E) Inspection: Upon issuance of the permit and full set up of the first hive, the permit holder shall permit the city to inspect the apiary lot. The apiary lot shall be inspected each time a renewal permit is received. The apiary lot may be inspected at any reasonable time to ensure compliance with this ordinance. (F) Termination: 1. An approved permit shall be terminated and the colony hives shall be removed from the apiary lot if any of the following occurs: (a) The permit expires without a renewal application being received. (b) The city finds a violation of the approved permit or this ordinance. (c) Failure to allow the city to inspect the apiary lot. (d) The keeping of honey bees in an unlawful manner so as to constitute a public nuisance or to otherwise adversely affect the health, safety or general welfare of the public. (e) A transfer of ownership of the property. Page 196 of 197 2. Any hive not removed after a permit has been terminated shall be deemed a public nuisance and may be abated pursuant to Section 6-6-2 of this code. SECTION 4. EFFECTIVE DATE. This ordinance shall be effective upon its passage and publication according to law. Passed by the City Council of the City of Farmington, Minnesota, this xx day of xx 2025. ATTEST: ____________________________ ______________________________ Joshua Hoyt, Mayor Shirley R Buecksler, City Clerk Page 197 of 197