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HomeMy WebLinkAbout03.11.25 Planning Packet Meeting Location: Farmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION Tuesday, March 11, 2025 7:00 PM Page 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. Approve Planning Commission Minutes Approve the minutes from the February 11, 2025 regular meeting. Agenda Item: Approve Planning Commission Minutes - Pdf 3 - 6 3. PUBLIC HEARINGS 4. DISCUSSION 4.1. Site Plan - R&L Carriers - 5260 208th Street W. 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 properties must be replatted into a single buildable lot and certain easements must be vacated. Agenda Item: Site Plan - R&L Carriers - 5260 208th Street W. - Pdf 7 - 62 4.2. Vermillion Commons 5th Addition Final Plat Recommend approval of the Vermillion Commons 5th 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 and utilities. 2. A Development Contract between the developer and City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the 63 - 84 Page 1 of 87 Development Contract shall be required. Agenda Item: Vermillion Commons 5th Addition Final Plat - Pdf 4.3. Harris Property Concept Plan - Lennar Review and provide feedback to staff and the developer regarding the attached concept plan. Agenda Item: Harris Property Concept Plan - Lennar - Pdf 85 - 87 5. ADJOURN Page 2 of 87 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Approve Planning Commission Minutes Meeting: Planning Commission - Mar 11 2025 INTRODUCTION: Attached, are the minutes from the February 11, 2025 regular meeting. DISCUSSION: Not applicable BUDGET IMPACT: Not applicable ACTION REQUESTED: Approve the minutes from the February 11, 2025 regular meeting. ATTACHMENTS: February 11 2025 PC Minutes Page 3 of 87 CITY OF FARMINGTON PLANNING COMMISSION MINUTES REGULAR MEETING February 11, 2025 1. CALL TO ORDER The meeting was called to order by Chair Rotty at 7:00pm Members Present: Rotty, Baerg, Windschitl, Snobeck, Tesky Members Absent: None Staff Present: Tony Wippler, Planning Manager Jared Johnson, Planning Coordinator 1.1 Election of Officers MOTION by Windschitl, second by Tesky to nominate Commissioner Rotty as Chair, Accepted by Rotty. MOTION by Rotty, second by Windschitl to nominate Commissioner Tesky as Vice Chair, Accepted by Tesky. 1.2 Appointments to committees Empire/Farmington Planning Advisory Committee (EFPAC)- Windschitl Castle Rock Discussion Group – Tesky Eureka Farmington Planning Group – Snobeck MUSA Review Committee – Rotty and Baerg MOTION by Snobeck, second by Tesky to assign as agreed. APIF MOTION CARRIED 2. APPROVAL OF MINUTES MOTION by Windschitl, second by Snobeck to approve minutes of Planning Commission for January 14th, 2025, regular meeting. APIF, MOTION CARRIED 3. PUBLIC HEARINGS NONE 4. DISCUSSION Potential Beekeeping Ordinance – Planning Coordinator Johnson presented how surrounding cities ordinances were outlined as well as common requirements. • Permit Process: Annual permit reviewed by staff. • Zoning: Allowed in Agricultural and Single-Family Residential Districts. • Colony Density: Number of colonies allowed depends on lot size. Lots less than 0.5 acres can have a maximum of two colonies. Majority of single-family lots in Farmington are less than 0.5 acres. • Colony Location: Only allowed in rear yard. • Setbacks: Varies from 10 feet to 20 feet from any lot line. Rosemount allows a minimum of 10 feet and Eagan has a minimum of 30 feet from an adjacent dwelling unit, deck, patio, swimming pool, or other outdoor living space. • Construction/Equipment: Colonies shall be kept in hives with removable frames and kept in good condition. Materials such as wax comb shall be promptly removed from the site to prevent robbing by other bees. Unused equipment shall be secured or stored indoors. Page 4 of 87 • Barrier/Screening: If a hive is kept within 25 feet of a lot line, a flyway barrier is required in between the hive and the lot line of at least 6 feet in height consisting of a wall, fence, or dense vegetation. Flyway barriers force the bees to fly upwards out of the hive. • Living Conditions: Each hive or colony shall be provided a convenient source of water. Hives shall be continuously managed to provide adequate and healthy living spaces to prevent swarming. • Behavior: If a colony exhibits aggressive behavior, the beekeeper shall promptly determine the cause and correct it. This includes requeening. • Nucleus Colony: For each colony allowed, there may be one nucleus colony in a hive. • Beekeeper Education: Applicants must demonstrate they have completed a full course on beekeeping. • Other Requirements: Fruit trees and other flowering trees may not be sprayed while in full bloom with any substance harmful to bees. If the beekeeper removes a swarm of bees from an undesirable location in the city, they shall be allowed to temporarily house the swarm for no more than 30 days. • Inspection: The city may inspect the property at any reasonable time to determine compliance with the ordinance. • Termination: Permits will terminate if expired, a transfer of ownership of the property, if a violation of the ordinance/permit requirements is occurring, or a public nuisance is declared. Commissioner Tesky asked regarding enforcement, would it be complaint based or like a yearly inspection? Planning Coordinator Johnson thought it would be complaint based and would also have annual permits so they would do a yearly inspection as well. Commissioner Tesky then asked if there would be education as well? Planning Coordinator Johnson did state that it would be a part of it. Commissioner Windschitl stated he liked the setbacks that Eagan was using. Commissioner Windschitl asked if the permit holder declined to allow them to check on compliance would they terminate the permit? Planning Manager Wippler stated that like a chicken permit they can terminate permits if applicants fail to comply. Chair Rotty recommended that they do put something in the permit that would allow for that. Commissioner Snobeck inquired about recommended fees, Planning Manager Wippler stated they would have a fee and it could be similar to the chicken permit fee. Commissioner Snobeck also said he did like how Eagan’s ordinance was specific. Snobeck then asked about the process for handling grievances? Planning Coordinator Johnson stated they would take complaints and go out to site to determine if due to hive or a natural environment. Planning Manager Wippler stated that we will work with the city’s Legal Council to establish guidelines in ordinance for enforcement. Commissioner Baerg asked regarding the fruit & flowering trees being treated, is it within the property or on surrounding properties? Planning Coordinator Johnson stated it would be on the property of the hive. Commissioner Baerg asked how many permits the other cities have had? Planning Coordinator Johson said he has only heard from Lakeville and they have issued one since they started in 2017. Page 5 of 87 Chair Rotty asked how the process would go. Planning Coordinator Johnson thought it would be like a chicken permit, city staff review the application, then send out notification to neighbors but no public hearing would be required. Chair Rotty recommended commission follows same process and that there is some type of education required in the ordinance. He asked if they would include all zoning districts? Planning Coordinator Johnson suggested only allowing in zoning districts that have single family uses. Chair Rotty asked who would determine what aggressive behaviors are? Planning Manager Wippler said that would come from the neighbors’ complaints. Chair Rotty asked about the barriers. Planning Coordinator Johnson suggested doing the barrier and having coverage the full length of lot line. The commission suggested maybe 10ft in length and 6ft high. Chair Rotty asked if the hives are year-round? Commissioner Baerg said from personal experience the bees do hibernate in the winter; the hive has to be brought in from outside. Commissioner Windschitl recommended something like Minnesota Beekeepers Association could be good resource for training. Commissioner Baerg also shared that if going to sell honey the USDA would inspect. 4.2 Open meeting law- Planning Manager Wippler shared a packet from the League of Minnesota Cities overviewing the open meeting laws. • Prohibits actions from being taken at a secret meeting where the interested public cannot be fully informed of the decisions of public bodies or detect improper influences. • Ensures the public’s right to be informed. • Gives the public an opportunity to present its views. • Avoid gathering in a quorum (this commission would be 3 or more) if present at a social gathering, do not discuss, decide or receive city business • Avoid serial discussions (discussions of less than quorum) avoid phone calls, texts, and social media posts. • There are some exceptions to the open meeting law, including the city council discussing labor negotiations. 5. ADJOURN MOTION by Tesky, second by Windschitl to adjourn meeting at 7:35pm. APIF MOTION CARRIED. Respectfully submitted, Tony Wippler, Planning Manager Page 6 of 87 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Site Plan - R&L Carriers - 5260 208th Street W. Meeting: Planning Commission - Mar 11 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. The subject property is addressed as 5260 208th Street W. DISCUSSION: 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 tranfer 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. The site is zoned I (Industrial) and the minimum setbacks are as follows: Page 7 of 87  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. BUDGET IMPACT: Not applicable ACTION REQUESTED: 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 properties must be replatted into a single buildable lot and certain easements must be vacated. ATTACHMENTS: 2025-0108 - R+L Farmington Construction Documents - signed Page 8 of 87 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 4 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 01 / 0 8 / 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 SCM PLAN C410 SCM DETAILS C411 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 9 o f 8 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 3 : 4 5 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 0 o f 8 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 01/08/2025 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 3 : 5 1 p 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 1 o f 8 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 01/08/2025 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 3 : 5 3 p 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 2 o f 8 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 01/08/2025 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 3 : 5 8 p 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 8 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 01/08/2025 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 0 2 p 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 8 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 EXISTING GUARD SHACK TO BE REMOVED EXISTING TREE TO BE REMOVED A B C D E F G H I J 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 X X X X X X X X X X X X X X 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 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 2 0 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 5 o f 8 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. 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 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 HYDRANTS TO BE REMOVED AND RELOCATED 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 A B C D E F G H I 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 2 0 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 6 o f 8 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 3 2 p 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 01 / 0 8 / 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. 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 7 o f 8 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 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 INSPECTOR NOTES TO CONTRACTOR CITY OF FARMINGTON ENGINEERING DEPARTMENT 430 THIRD STREET FARMINGTON, MN 55024 (651) 280-6800 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 3 5 p 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 01 / 0 8 / 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 8 o f 8 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 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 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 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 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 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 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 5 2 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 1 9 o f 8 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 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 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 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 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 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 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 5 4 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 2 0 o f 8 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 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 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 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 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 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 4 : 5 7 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 2 1 o f 8 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 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 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 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 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 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 5 : 0 4 p 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 5 : 0 4 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 2 2 o f 8 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 D DD 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 Ja n u a r y 1 3 , 2 0 2 5 1 0 : 1 3 : 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 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W INSPECTOR NOTES TO CONTRACTOR CITY OF FARMINGTON ENGINEERING DEPARTMENT 430 THIRD STREET FARMINGTON, MN 55024 (651) 280-6800 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 01 / 0 8 / 2 0 2 5 Pa g e 2 3 o f 8 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 SD E SDESDESDESDESDESDESDESDE 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 X DE - U E DE - U E 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 SDESDESDESDESDESDESDESDE 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 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 RR#3 RR #2 RR #4 SF 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 Ja n u a r y 1 3 , 2 0 2 5 1 0 : 1 3 : 3 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 01 / 0 8 / 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 01 / 0 8 / 2 0 2 5 Pa g e 2 4 o f 8 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 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 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 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 Ja n u a r y 1 3 , 2 0 2 5 1 0 : 1 3 : 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 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 01 / 0 8 / 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 01 / 0 8 / 2 0 2 5 Pa g e 2 5 o f 8 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 D E - U E D E - U E D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 Ja n u a r y 1 3 , 2 0 2 5 1 0 : 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 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 01 / 0 8 / 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 01 / 0 8 / 2 0 2 5 Pa g e 2 6 o f 8 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 129 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X 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 Ja n u a r y 1 3 , 2 0 2 5 1 0 : 1 3 : 5 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 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 01 / 0 8 / 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 01 / 0 8 / 2 0 2 5 Pa g e 2 7 o f 8 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 6 : 4 2 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 2 8 o f 8 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 6 : 4 5 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 2 9 o f 8 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 6 : 5 0 p 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.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, 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: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.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. 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 0 o f 8 7 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 PROPOSED STORMWATER BMP SEE SHEET C410 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 7 : 1 9 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET 10050100 200 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 1 o f 8 7 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 SDESDESDESDESDESDESDESDE 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 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 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 SD E SDESDESDESDESDESDESDESDE 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 X T DE - U E DE - U E 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 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. 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 7 : 4 1 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 2 o f 8 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 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 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 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 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 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. 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 7 : 5 5 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 3 o f 8 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 D E - U E D E - U E D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 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. 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 8 : 0 8 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 4 o f 8 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 TIE INTO EXISTING PAVEMENT 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T 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 TIE INTO EXISTING PAVEMENT 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. 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 8 : 2 2 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 5 o f 8 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. 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 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 91 0 910 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 8 906 908 EXISTING POND TO REMAIN BOP: 902.0 OE: 907.0 HWL: 911.0 91 0 90 4 90 6 90 8 9 1 0 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 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 % 2.26% 2.3 6 % 3.5 1 % 3 . 2 0 % 2.0 5 % 1.10% 4.8 8 % 2.4 7 % 1.8 2 % FFE:913.10 FFE:913.10 PROPOSED WET POND TOP: 909.8 PERMANENT POOL: 906.25' BOP: 903.25' 910 910 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 8 : 4 7 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 6 o f 8 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 SDESDESDESDESDESDESDESDE 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 D 9 1 1 91 1 9 1 1 9 1 2 9 1 3 1.36 % 2.34% 3 5 . 2 9 % 905 910 906 907 908 909 90 7 90 9 90 6 91 0 90 7 90 8 90 9 905906 907 908 909 90 6 90 7 90 9 PROPOSED WET POND TOP: 909.8 PERMANENT POOL: 906.25' BOP: 903.25' 33. 3 3 % 10.00% 905 910 906 907 908 909 10.00% 10 . 0 0 % HP HP HP 912 910 9 1 0 91 0 91 1 910 907 908 909 906 0 . 6 2 % 10.00% 25 . 0 0 % 10 . 0 0 % 25.00% ST:10-OCS-60" RIM: 909.00 ST:11-MH RIM: 909.90 ST:114-CB RIM: 912.89 ST:113-CB RIM: 911.94 ST:112-CB RIM: 911.30 ST:111-CB RIM: 910.81 ST:110-CB RIM: 911.37 ST:100-30''-FES RIM: 908.92 ST:200-36''-FES RIM: 909.67 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 1 9 1 2 907 908 909 10 . 1 1 % 6.95% 1 . 3 6 % 11.40% 25 . 0 0 % FC:912.50 TC:913.00 FC:911.93 TC:912.43 FC:911.47 TC:911.97 FC:911.72 TC:912.22 FC:911.46 TC:911.96 FC:911.71 TC:912.21 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:906.38906.39 909.40 906.35 909.35 906.35 909.35 909.70 906.30 906.30 909.70 906.26 906.26 0. 5 9 % FC:915.17 TC:915.67 FC:915.36 TC:915.86 EOF:911.87 EOF:911.31 EOF:913.39 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 SD E SDESDESDESDESDESDESDESDE 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 X T DE - U E DE - U E 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 % 1.36 % 0.59 % 2.25 % 2.34% 4. 6 4 % 1.09% 3 5 . 2 9 % 905 910 906 907 908 909 90 7 90 9 90 6 91 0 90 7 90 8 90 9 905906 907 908 909 90 6 90 7 90 9 PROPOSED WET POND TOP: 909.8 PERMANENT POOL: 906.25' 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 912 910 9 1 0 91 0 91 1 910 907 908 909 906 0 . 6 2 % 10.00% 25 . 0 0 % 10 . 0 0 % 25.00% ST:10-OCS-60" RIM: 909.00 ST:11-MH RIM: 909.90 915 9 0 9 ST:114-CB RIM: 912.89 ST:113-CB RIM: 911.94 ST:220-CB RIM: 911.24 ST:112-CB RIM: 911.30 ST:111-CB RIM: 910.81 ST:110-CB RIM: 911.37 ST:410-CB RIM: 910.11 ST:100-30''-FES RIM: 908.92 ST:200-36''-FES RIM: 909.67 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.33 ST:212-CB RIM: 910.58 ST:211-CB RIM: 910.88 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 1 9 1 2 907 908 909 10 . 1 1 % 6.95% 1 . 3 6 % 11.40% 25 . 0 0 % FC:911.31 TC:912.14 FC:912.50 TC:913.00 911.05 FC:912.26 TC:912.76 FC:912.26 TC:912.76 FC:913.14 TC:913.64 FC:912.12 TC:912.62 FC:911.93 TC:912.43 FC:911.91 TC:912.41 FC:911.47 TC:911.97 FC:911.72 TC:912.22 FC:911.46 TC:911.96 FC:911.71 TC:912.21 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:906.38906.39 909.40 906.35 909.35 906.35 909.35 909.70 906.30 906.30 909.70 906.26 906.26 0. 5 9 % 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:911.87 EOF:911.31 EOF:913.39 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 9 : 1 7 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 7 o f 8 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 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 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% 0.59 % 2.25 % 2 . 2 4 % 2. 4 0 % 1. 4 2 % 1.88% 1.0 6 % 1.9 9 % 4. 6 4 % 1.09% 0 . 7 8 % 91 1 9 1 1 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 91 1 1 . 5 8 % 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: 909.88 915 914 91 3 91 4 9 0 9 ST:170-CB RIM: 913.25 ST:142-CB RIM: 912.85 ST:230-CB RIM: 910.61 ST:140-CB RIM: 911.88 ST:220-CB RIM: 911.24 ST:150-CB RIM: 912.27 ST:160-CB RIM: 912.21 ST:141-CB RIM: 911.04 ST:130-CB RIM: 911.15 ST:131-CB RIM: 910.35 ST:120-CB RIM: 911.66 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 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: 910.99 915.15 ME:913.19 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:911.73 TC:912.23 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:912.26 TC:912.76 ME:911.55 FC:916.76 TC:916.76 FC:912.82 TC:913.32 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:911.97 TC:912.47 FC:911.89 TC:912.39 FC:912.12 TC:912.62 FC:911.93 TC:912.43 FC:911.91 TC:912.41 912.26 912.58 912.92 911.66 APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO FIELD VERIFY LOCATION 91 2 91 2 91 3 915 915 914 914 911 912 913 911 912 912 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 1. 8 5 % 1. 9 0 % 1 . 5 5 % 1 . 8 7 % 915.97 FC:916.18 TC:916.68 FC:916.56 TC:917.06 FC:916.51 TC:917.01 FC:916.14 TC:916.64FC: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:917.10 916.72 917.12 917.02 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:912.71 EOF:912.77 EOF:912.38 EOF:911.18 EOF:911.65 911 EOF:911.44 EOF:912.16 913 912 913 91 3 912 913 91 2 91 2 91 3 91 3 912 91 2 91 0 91 0 91 0 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 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% 1.36 % 0.59 % 2.25 % 2.34% 2 . 2 4 % 2. 4 0 % 1. 4 2 % 1.88% 1.0 6 % 1.9 9 % 4. 6 4 % 1.09% 0 . 7 8 % 91 1 9 1 1 SAWCUT CLEAN EDGE AND WEDGE ASPHALT TO EXISTING 33. 3 3 % EXISTING POND TO REMAIN 91 1 1 . 5 8 % 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 910 907 908 909 906 ST:12-MH RIM: 912.55 ST:13-MH RIM: 909.88 915 914 91 3 91 4 9 0 9 ST:170-CB RIM: 913.25 ST:114-CB RIM: 912.89 ST:142-CB RIM: 912.85 ST:230-CB RIM: 910.61 ST:113-CB RIM: 911.94 ST:140-CB RIM: 911.88 ST:220-CB RIM: 911.24 ST:150-CB RIM: 912.27 ST:160-CB RIM: 912.21 ST:141-CB RIM: 911.04 ST:112-CB RIM: 911.30 ST:130-CB RIM: 911.15 ST:131-CB RIM: 910.35 ST:120-CB RIM: 911.66 ST:110-CB RIM: 911.37 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:911.73 TC:912.23 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:912.26 TC:912.76 ME:911.89 ME:911.55 FC:916.76 TC:916.76 FC:912.82 TC:913.32 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:911.97 TC:912.47 FC:911.89 TC:912.39 FC:912.12 TC:912.62 FC:911.93 TC:912.43 FC:911.91 TC:912.41 FC:911.47 TC:911.97 FC:911.72 TC:912.22 FC:911.46 TC:911.96 FC:911.71 TC:912.21 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 1. 8 5 % 1. 9 0 % 1 . 5 5 % 1 . 8 7 % 915.97 FC:916.18 TC:916.68 FC:916.56 TC:917.06 FC:916.51 TC:917.01 FC:916.14 TC:916.64FC: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:917.10 916.72 917.12 917.02 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:912.71 EOF:912.77 EOF:912.38 EOF:911.18 EOF:911.65 911 EOF:911.44 EOF:912.16EOF:911.87 EOF:913.39 913 912 913 91 3 912 913 91 2 91 2 91 3 91 3 912 91 2 91 0 91 0 91 0 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 9 : 3 4 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 8 o f 8 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 D E - U E D E - U E D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 910 911 912 91 1 91 2 913 9 1 0 9 1 0 9 1 1 9 1 1 912 9 1 2 9 1 2 9 1 2 912 912 913 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 5 % 1 . 3 7 % 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: 910.11 91 1 913 914 9 1 4 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.33 ST:212-CB RIM: 910.58 ST:211-CB RIM: 910.88 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 % 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 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: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: 911.46 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:912.19 912 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 S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 910 911 912 91 1 91 2 913 9 1 0 9 1 0 9 1 1 9 1 1 912 9 1 2 9 1 2 9 1 2 913 912 913 912 913 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 5 % 1 . 3 7 % 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 . 2 9 % 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 % 910 907 908 909 912 910 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:220-CB RIM: 911.24 ST:351-CB-D RIM: 911.31 ST:341-CB-D RIM: 910.89 ST:410-CB RIM: 910.11 91 1 913 914 9 1 4 ST:420-CB-D RIM: 909.96 ST:411-CB RIM: 910.33 ST:212-CB RIM: 910.58 ST:211-CB RIM: 910.88 ST:210-CB RIM: 911.15 DOCK HEIGHT = 50" (MEASURED FROM TOP OF PAVEMENT TO TOP OF DOCK) 1 . 0 0 % 10 . 1 1 % 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: 911.46 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 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 XXXXXXXX X X X X X X X X X X X XXXXXXXXXXXX DE-UE DE-UE 9 1 0 9 1 0 9 1 1 9 1 1 9 1 2 9 1 2 9 1 2ST: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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 4 : 5 9 : 5 6 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 3 9 o f 8 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX T 913 913 91 4 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 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T 912 913 912 913 91 4 913 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:220-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: 911.46 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 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 0 : 1 0 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 0 o f 8 7 925 925 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 . 8 0 3 91 1 . 6 1 2 1+00 91 1 . 8 6 91 2 . 1 1 4 91 2 . 1 2 9 91 1 . 6 5 3 2+00 91 2 . 0 3 91 1 . 1 5 4 91 1 . 2 7 9 91 1 . 4 0 4 3+00 91 1 . 5 3 91 1 . 6 5 4 91 1 . 7 7 9 91 1 . 9 0 4 4+00 91 2 . 0 3 91 2 . 1 5 4 91 2 . 2 8 6 91 2 . 4 8 2 5+00 91 0 . 6 91 2 . 6 1 91 1 . 7 0 91 2 . 4 9 0 91 0 . 9 6 91 2 . 2 9 5 91 0 . 8 7 91 2 . 3 2 6 6+00 91 1 . 7 91 2 . 5 7 91 2 . 4 5 91 2 . 8 1 4 91 3 . 0 9 91 3 . 0 5 7 91 3 . 2 8 91 3 . 3 0 1 925 925925925 925 925 ST : 1 7 0 - C B RI M : 9 1 3 . 2 5 IN V O U T : 9 0 9 . 2 0 116 LF OF 15" HDPE @ 0.25% ST : 1 6 0 - C B RI M : 9 1 2 . 2 1 IN V I N : 9 0 8 . 9 1 IN V O U T : 9 0 8 . 6 6 116 LF OF 18" HDPE @ 0.25% ST : 1 5 0 - C B RI M : 9 1 2 . 2 7 IN V I N : 9 0 8 . 3 7 IN V O U T : 9 0 8 . 3 7 77 LF OF 18" HDPE @ 0.25% ST : 1 4 0 - C B RI M : 9 1 1 . 8 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 4 3 IN V O U T : 9 0 7 . 6 8 146 LF OF 24" HDPE @ 0.25% ST : 1 3 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 7 . 3 1 IN V I N : 9 0 7 . 3 1 IN V O U T : 9 0 6 . 8 1 51 LF OF 30" HDPE @ 0.25% ST : 1 2 0 - C B RI M : 9 1 1 . 6 6 IN V I N : 9 0 6 . 6 8 IN V O U T : 9 0 6 . 6 8 122 LF OF 30" HDPE @ 0.25% ST : 1 1 0 - C B RI M : 9 1 1 . 3 7 IN V I N : 9 0 6 . 3 8 IN V I N : 9 0 6 . 8 8 IN V O U T : 9 0 6 . 3 8 51 LF OF 30" HDPE @ 0.25% ST : 1 0 0 - 3 0 ' ' - F E S RI M : 9 0 8 . 9 2 IN V I N : 9 0 6 . 2 5 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' 110-CB TO 114-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 1 . 3 7 90 7 . 5 5 91 1 . 3 9 6 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 1 91 1 . 7 2 3 91 0 . 3 1 91 1 . 8 4 8 91 0 . 3 0 91 2 . 0 1 5 3+00 91 0 . 2 91 2 . 3 2 90 9 . 8 2 91 2 . 6 4 9 90 9 . 5 5 91 2 . 8 7 5 90 9 . 5 0 91 3 . 2 3 1 ST : 1 1 0 - C B RI M : 9 1 1 . 3 7 IN V I N : 9 0 6 . 3 8 IN V I N : 9 0 6 . 8 8 IN V O U T : 9 0 6 . 3 8 ST : 1 1 4 - C B RI M : 9 1 2 . 8 9 IN V O U T : 9 0 9 . 5 7 120 LF OF 12" RCP @ 0.50% ST : 1 1 3 - C B RI M : 9 1 1 . 9 4 IN V I N : 9 0 8 . 9 7 IN V O U T : 9 0 8 . 7 2 129 LF OF 18" RCP @ 0.50% ST : 1 1 2 - C B RI M : 9 1 1 . 3 0 IN V I N : 9 0 8 . 0 8 IN V O U T : 9 0 8 . 0 8 97 LF OF 18" RCP @ 0.50% ST : 1 1 1 - C B RI M : 9 1 0 . 8 1 IN V I N : 9 0 7 . 5 9 IN V O U T : 9 0 7 . 0 9 43 LF OF 24" RCP @ 0.50% 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 H. Scale:1"=40' | V. Scale: 1"=4' 140-CB TO 142-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 0+00 91 1 . 8 8 0+00 91 1 . 8 8 90 9 . 3 2 91 2 . 2 6 5 91 0 . 6 2 91 3 . 2 0 6 ST : 1 3 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 7 . 3 1 IN V I N : 9 0 7 . 3 1 IN V O U T : 9 0 6 . 8 1 ST : 1 3 1 - C B RI M : 9 1 0 . 3 5 IN V O U T : 9 0 7 . 3 6 20 LF OF 24" RCP @ 0.25% ST : 1 4 0 - C B RI M : 9 1 1 . 8 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 4 3 IN V O U T : 9 0 7 . 6 8 ST : 1 4 1 - C B RI M : 9 1 1 . 0 4 IN V O U T : 9 0 8 . 2 3 20 LF OF 18" RCP @ 0.25% ST : 1 4 0 - C B RI M : 9 1 1 . 8 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 1 8 IN V I N : 9 0 8 . 4 3 IN V O U T : 9 0 7 . 6 8 ST : 1 4 2 - C B RI M : 9 1 2 . 8 5 IN V O U T : 9 0 8 . 5 7 56 LF OF 15" RCP @ 0.25% 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 0 : 2 6 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 1 o f 8 7 H. Scale:1"=40' | V. Scale: 1"=4' 360-SWALE TO 365-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+25 7 LF OF 18" RCP @ 2.00% ST : 3 6 1 - C B - D RI M : 9 1 0 . 9 7 IN V O U T : 9 0 8 . 8 7 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 . 5 90 9 . 4 3 0+25 ST : 3 7 1 - C B - D RI M : 9 1 1 . 4 6 IN V O U T : 9 0 9 . 6 9 11 LF OF 15" RCP @ 2.00% ST : 3 7 0 - S W A L E RI M : 9 1 0 . 9 8 IN V I N : 9 0 9 . 4 6 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 ST : 3 8 1 - C B - D RI M : 9 1 1 . 2 1 IN V O U T : 9 0 9 . 4 9 11 LF OF 15" RCP @ 2.00% ST : 3 8 0 - S W A L E RI M : 9 1 1 . 0 6 IN V I N : 9 0 9 . 2 6 ST : 3 6 0 - S W A L E RI M : 9 1 0 . 2 5 IN V I N : 9 0 8 . 7 3 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 H. Scale:1"=40' | V. Scale: 1"=4' 210-CB TO 213-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 . 9 9 7 1+00 91 2 . 1 1 91 2 . 2 3 4 91 1 . 2 2 7 91 1 . 1 1 9 2+00 91 1 . 0 1 91 0 . 9 0 3 91 0 . 7 9 4 91 0 . 6 8 6 0+00 91 1 . 1 5 91 1 . 0 9 4 91 1 . 0 3 7 91 0 . 9 8 1 1+00 90 7 . 9 91 0 . 9 2 91 1 . 1 4 91 0 . 8 6 8 91 1 . 4 5 91 0 . 8 1 1 91 3 . 1 7 91 0 . 7 5 5 2+00 91 4 . 8 91 0 . 7 0 91 4 . 3 1 91 0 . 6 4 2 91 5 . 6 7 91 0 . 5 8 5 H. Scale:1"=40' | V. Scale: 1"=4'H. Scale:1"=40' | V. Scale: 1"=4' ST : 2 3 0 - C B RI M : 9 1 0 . 6 1 IN V O U T : 9 0 7 . 5 4 146 LF OF 24" RCP @ 0.10% ST : 2 2 0 - C B RI M : 9 1 1 . 2 4 IN V I N : 9 0 7 . 4 0 IN V O U T : 9 0 6 . 9 0 76 LF OF 30" RCP @ 0.10% ST : 2 1 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 6 . 8 2 IN V I N : 9 0 6 . 8 2 IN V O U T : 9 0 6 . 3 2 71 LF OF 36" RCP @ 0.10% 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 ST : 2 1 0 - C B RI M : 9 1 1 . 1 5 IN V I N : 9 0 6 . 8 2 IN V I N : 9 0 6 . 8 2 IN V O U T : 9 0 6 . 3 2 ST : 2 1 1 - C B RI M : 9 1 0 . 8 8 IN V I N : 9 0 7 . 4 4 IN V O U T : 9 0 6 . 9 4 118 LF OF 30" RCP @ 0.10% ST : 2 1 2 - C B RI M : 9 1 0 . 5 8 IN V O U T : 9 0 7 . 5 7 134 LF OF 24" RCP @ 0.10% 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 H. Scale:1"=40' | V. Scale: 1"=4' 310-SWALE TO 311-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 0+00 91 4 . 4 90 7 . 5 3 0+50 ST : 3 2 1 - C B - D RI M : 9 1 0 . 2 4 IN V O U T : 9 0 7 . 5 8 ST : 3 2 0 - S W A L E RI M : 9 0 9 . 0 5 IN V I N : 9 0 7 . 5 3 11 LF OF 15" RCP @ 0.50% 0+00 91 3 . 6 90 7 . 2 7 0+50 ST : 3 1 1 - C B - D RI M : 9 1 1 . 6 2 IN V O U T : 9 0 7 . 3 4 7 LF OF 15" RCP @ 1.00% ST : 3 1 0 - S W A L E RI M : 9 0 9 . 0 7 IN V I N : 9 0 7 . 2 7 0+00 91 2 . 8 90 6 . 6 7 0+50 ST : 3 0 0 - S W A L E RI M : 9 0 8 . 1 9 IN V I N : 9 0 6 . 6 7 6 LF OF 15" RCP @ 1.00% ST : 3 0 1 - C B - D RI M : 9 1 0 . 8 8 IN V O U T : 9 0 6 . 7 4 925 925 925 925 925 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 H. Scale:1"=40' | V. Scale: 1"=4' 330-SWALE TO 331-CB 895 900 905 910 915 920 925 895 900 905 910 915 920 925 925 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 3 . 5 90 8 . 1 6 0+50 ST : 3 5 1 - C B - D RI M : 9 1 1 . 3 1 IN V O U T : 9 0 8 . 3 8 ST : 3 5 0 - S W A L E RI M : 9 0 9 . 6 8 IN V I N : 9 0 8 . 1 6 22 LF OF 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 ST : 3 3 0 - S W A L E RI M : 9 0 9 . 2 5 IN V I N : 9 0 7 . 7 3 22 LF OF 15" RCP @ 0.50% ST : 3 3 1 - C B - D RI M : 9 1 0 . 4 9 IN V O U T : 9 0 7 . 8 4 ST : 3 4 0 - S W A L E RI M : 9 0 9 . 7 4 IN V I N : 9 0 7 . 9 4 22 LF OF 18" RCP @ 0.50% ST : 3 4 1 - C B - D RI M : 9 1 0 . 8 9 IN V O U T : 9 0 8 . 0 5 925 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 4 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 ) Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 0 : 3 3 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 2 o f 8 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 895 900 905 910 915 920 925 895 900 905 910 915 920 925 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 3 91 2 . 1 3 91 0 . 1 0 5 1+00 91 2 . 0 91 0 . 0 5 91 1 . 9 8 90 9 . 9 9 4 2+00 ST : 4 2 0 - C B - D RI M : 9 0 9 . 9 6 IN V O U T : 9 0 6 . 6 0 70 LF OF 24" RCP @ 0.25% ST : 4 1 0 - C B RI M : 9 1 0 . 1 1 IN V I N : 9 0 6 . 4 3 IN V I N : 9 0 6 . 4 3 IN V O U T : 9 0 6 . 4 3 H. Scale:1"=40' | V. Scale: 1"=4' 71 LF OF 30" RCP @ 0.25% ST : 4 0 0 - 3 0 ' ' - F E S RI M : 9 0 9 . 1 2 IN V I N : 9 0 6 . 2 5 -0+25 0+00 91 2 . 1 91 0 . 1 1 91 2 . 2 5 91 0 . 1 7 1 91 2 . 4 3 91 0 . 2 2 7 91 3 . 2 9 91 0 . 2 8 4 1+00 1+25 ST : 4 1 0 - C B RI M : 9 1 0 . 1 1 IN V I N : 9 0 6 . 4 3 IN V I N : 9 0 6 . 4 3 IN V O U T : 9 0 6 . 4 3 98 LF OF 24" RCP @ 0.25% ST : 4 1 1 - C B RI M : 9 1 0 . 3 3 IN V O U T : 9 0 6 . 6 7 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 ST : 3 9 1 - C B - D RI M : 9 1 1 . 3 6 IN V O U T : 9 0 9 . 5 3 12 LF OF 15" RCP @ 2.00% ST : 3 9 0 - S W A L E RI M : 9 1 0 . 8 2 IN V I N : 9 0 9 . 3 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 4 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 ) Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 0 : 3 6 p 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 3 o f 8 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 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 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 YYYYYYYYYYYYYYYYYYY Y 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 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 4 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 ) Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 0 : 4 3 p 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 C409 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 4 o f 8 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 X T DE - U E DE - U E 6'' W 90 7 91 0 91 1 910 911 910 90 6 90 8 91 1 904 906 9 0 9 91 0 90 9 910 908 910 912 912 911 15' D D D D D D D D D D D D DD D 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 91 0 911 912 912 912 911 912 910 911 912 910 911 912 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 = 909.8 BOTTOM OF POND ELEVATION = 903.25' 15' DRAINAGE EASEMENT 9 1 5 9 1 2 913 9 1 4 9 1 6 915 914 PROPOSED STORMWATER BMP TOP OF BERM: 909.8 PERMANENT POOL ELEVATION: 906.25' BOTTOM OF POND: 903.25' 90 7 90 8 90 6 90 7 90 8 90 9 907 908 909 9 1 0 90 6 91 0 90 8 90 9 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 5 904 906 905 906 905 90 5 906 90 6 90 6 FOREBAY TOP OF BERM ELEVATION: 907.25 10' 10' MAINTENANCE BENCH 10' 10' MAINTENANCE BERM CONCRETE SWALE INV: 906.25 90 5 90 6 MIN 0.5% SLOPE TO OCS MIN 0.5% SLOPE TO OCS ST:114-CB ST:230-CB ST:113-CB ST:220-CB ST:210-CB ST:112-CB ST:211-CBST:212-CB ST:120-CB ST:420-CB-D ST:111-CB ST:110-CB ST:10-OCS-60" RIM: 909.00 INV OUT: 904.55 ST:411-CBST:410-CB ST:100-30''-FES INV: 906.25 ST:11-MH ST:200-36''-FES INV: 906.25 ST:400-30''-FES INV: 906.25 907 908 909 90 7 9 0 8 9 0 9 906 10' SAND FILTRATION BENCH START ELEVATION: 906.25' END ELEVATION: 907.25' 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 1 : 1 0 p 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 8" MIN.8" MIN. 6" PERFORATED DRAINTILE, SLOPED @ 0.50% (MIN.) FOR 10 LF AT CATCH BASIN LOW POINTS 6" PERFORATED DRAINTILE, SLOPED @ 0.50% (MIN.) FOR 10 LF AT CATCH BASIN LOW POINTSPROPOSED CATCH BASIN MANHOLE PROPOSED GRADE RIM ELEVATION PROPOSED GRADE 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 1 PROPOSED 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 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: 909.80' 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: 908.79' 10' MAINTENANCE BENCH WITH 10:1 SLOPE 10 - OCS STRUCTURE DETAIL PROPOSED STORMWATER BMP PLAN VIEW 6" 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 TOP OF FOREBAY EL: 907.25' SC M P L A N C410 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 5 o f 8 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 4 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 1 : 1 2 p 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 C411 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 6 o f 8 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 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 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 PROPOSED TERMINAL BUILDING EXPANSION +/- 72,017 SF +/- 108 DOORS EXISTING TERMINAL BUILDING 76,230 SF 100 DOORS D DD PROPOSED STORMWATER BMP SEE SHEET C410 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W NORTH 0 GRAPHIC SCALE IN FEET ########### 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 7 o f 8 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 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 SD E SDESDESDESDESDESDESDESDE 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 X T DE - U E DE - U E 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 EXISTING FIRE HYDRANT PROPOSED STORMWATER BMP SEE SHEET C401 S SSSSSSSSSSSSSSSSSSS EXISTING FIRE HYDRANT Y Y Y YYYY Y Y Y Y Y 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 SDESDESDESDESDESDESDESDE 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 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 EXISTING FIRE HYDRANT PROPOSED STORMWATER BMP SEE SHEET C401 S SS SS SS SS SS SS SS SS 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 4 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 01 / 0 8 / 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 8 o f 8 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 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 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 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 EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING SANITARY SEWER CONNECTION EXISTING 8" PVC SSWR LATERAL EXISTING 20' DRAINAGE UTILITY EASEMENT PROPOSED 6" DIP WATER LINE PROPOSED 6" DIP WATER LINE 6" GATE VALVE TEE 6" GATE VALVE TEE SS SSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SS SS SS EXISTING 12" PVC SANITARY SEWER MAIN EXISTING 16" DIP WATER MAIN PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT 8" GATE VALVE 8" GATE VALVE 6''W 6''W 6''W 6'' W 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 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 EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING SANITARY SEWER CONNECTION EXISTING 8" PVC SSWR LATERAL EXISTING 20' DRAINAGE UTILITY EASEMENT PROPOSED 6" DIP WATER LINE PROPOSED 6" DIP WATER LINE 6" GATE VALVE TEE 6" GATE VALVE TEE SS SSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SS SS SS EXISTING 12" PVC SANITARY SEWER MAIN EXISTING 16" DIP WATER MAIN PROPOSED TRANSFORMER AND ELECTRICAL EQUIPMENT 8" GATE VALVE 8" 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 1 4 p 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 1 4 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 4 9 o f 8 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 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 D E - U E D E - U E D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 EXISTING 24" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT EXISTING 16" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT PROPOSED 8" DIP WATER LINEPROPOSED 20' DRAINAGE UTILITY EASEMENT PROPOSED 6" DIP WATER LINE45 DEGREE BEND PROPOSED 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 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 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 S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 EXISTING 24" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT EXISTING 16" GAS LINE PER FARMINGTON INDUSTRIAL PARK 3RD EDITION PLAT PROPOSED 8" DIP WATER LINEPROPOSED 20' DRAINAGE UTILITY EASEMENT PROPOSED 6" DIP WATER LINE45 DEGREE BEND PROPOSED 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 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 2 5 p 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 2 5 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 0 o f 8 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 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE DE-UE DE-UE 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX T Y Y Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y Y Y Y Y Y Y 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 PROPOSED 8" DIP WATER LINE EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING SSWR CLEANOUT EXISTING 6" PVC SSWR PIPEPROPOSED 6" DIP WATER LINE PROPOSED FIRE HYDRANT EXISTING 8" DIP WATER LINE 6" GATE VALVE TEE PROPOSED 20' DRAINAGE UTILITY EASEMENT 8" GATE VALVE CONNECT TO EXISTING 8" 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 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T T 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 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 PROPOSED 8" DIP WATER LINE EXISTING FDC EXISTING GATE VALVE, TYP. EXISTING SSWR CLEANOUT EXISTING 6" PVC SSWR PIPEPROPOSED 6" DIP WATER LINE PROPOSED FIRE HYDRANT EXISTING 8" DIP WATER LINE 6" GATE VALVE TEE PROPOSED 20' DRAINAGE UTILITY EASEMENT 8" GATE VALVE CONNECT TO EXISTING 8" 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 4 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 01 / 0 8 / 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 3 6 p 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 Ja n u a r y 0 8 , 2 0 2 5 0 5 : 0 2 : 3 6 p 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 1 o f 8 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 2 o f 8 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W STOP 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 3 o f 8 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 4 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 01 / 0 8 / 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 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 4 o f 8 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 5 o f 8 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 6 o f 8 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 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 YYYYYYYYYYY Y Y Y Y Y Y Y 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-UE DE-UE D E - U E DE-UE DE-UE DE-UE DE-UE DE- U E DE- U E DE-UE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX 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 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 PROPOSED STORMWATER BMP SEE SHEET C410 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 CONTAINER CAL. OVERSTORY TREES NPO 5 NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS B & B 2.5" 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 8 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 OVERSTORY TREE FFM 8 SUGAR MAPLE ACER SACCHARUM `FALL FIESTA`B & B 2" CAL. HAC 3 COMMON HACKBERRY CELTIS OCCIDENTALIS B & B 2" CAL. PEE 1 PRAIRIE EXPEDITION AMERICAN ELM ULMUS AMERICANA 'LEWIS & CLARK' TM 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. 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 35 GRAY DOGWOOD CORNUS RACEMOSA #5 CONT.5` O.C. DBH 18 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.3` O.C. SEM 20 SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM`#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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 7 o f 8 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 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 SD E SDESDESDESDESDESDESDESDE 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 [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 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 SDESDESDESDESDESDESDESDE 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 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 OVERSTORY TREES NPO NORTHERN PIN OAK 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 FFM SUGAR MAPLE HAC COMMON HACKBERRY PEE PRAIRIE EXPEDITION AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SEM SEM FALSESPIREA 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 8 o f 8 7 C C C C C C 6''W 6'' W 6''W 6'' W 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 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 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 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 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 OVERSTORY TREES NPO NORTHERN PIN OAK 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 FFM SUGAR MAPLE HAC COMMON HACKBERRY PEE PRAIRIE EXPEDITION AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SEM SEM FALSESPIREA 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 5 9 o f 8 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 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 D E - U E D E - U E D E - U E 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 S D E [ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ] [ ][ ][ ][ ][ ][ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 D E - U E DE-UE DE-UE DE-UE DE-UE DE-UE DE-UE XXXXXXXX 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 X XXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 OVERSTORY TREES NPO NORTHERN PIN OAK 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 FFM SUGAR MAPLE HAC COMMON HACKBERRY PEE PRAIRIE EXPEDITION AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SEM SEM FALSESPIREA 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 6 0 o f 8 7 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E DE-UE DE-UE 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 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-UE DE-UE DE-UE DE - U E DE-UE DE-UE DE-UE DE- U E DE - U E DE- U E DE- U E 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 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X T 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 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 OVERSTORY TREES NPO NORTHERN PIN OAK 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 FFM SUGAR MAPLE HAC COMMON HACKBERRY PEE PRAIRIE EXPEDITION AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN CONIFEROUS SHRUBS GOJ GREY OWL JUNIPER MGP MUGO PINE SGJ SEA GREEN JUNIPER DECIDUOUS SHRUBS CG GRAY DOGWOOD DBH DWARF BUSH HONEYSUCKLE SEM SEM FALSESPIREA 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 4 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 20 2 5 01 / 0 8 / 2 0 2 5 Pa g e 6 1 o f 8 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 01 / 0 8 / 2 0 2 5 JA C MK B AL W 01 / 0 8 / 2 0 2 5 Pa g e 6 2 o f 8 7 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Vermillion Commons 5th Addition Final Plat Meeting: Planning Commission - Mar 11 2025 INTRODUCTION: U.S. Home, LLC (Lennar) has submitted an application for final plat for Vermillion Commons 5th Addition. The 5th Addition is located to the southeast of the Vermillion Commons 4th Addition and is just to the west of the intersection of Denmark Avenue and 220th Street W (see attached general location map). The final plat consists of 66 townhome lots on 7.25 acres (see attached final plat). DISCUSSION: The 66 townhome lots are part of the 134 overall unit count that were proposed with the preliminary plat for this project. The approved preliminary plat also contains 67 single-family lots that were final platted as Vermillion Commons 4th Addition. The Vermillion Commons 5th Addition final plat corresponds with the preliminary plat that was approved by the Planning Commission on June 11, 2024 and the City Council on June 17, 2024. The minimum setback from the private roadways will be 25 feet. The final plat contains 12 outlots (labeled A-L). Outlot A consists of the private roadway system servicing the development. The remaining outlots consists of common area around the townhome units and will be controlled by a Homeowners Association. Transportation and Parking Access for the 5th Addition will come from two access points along 218th Street W, one on the north side and the second near the southwest corner of the development. All streets within the 5th Addition will be private streets and will have a width of 24 feet. As shown on sheet C1.1 of the attached construction plans, a temporary access is shown extending from the main north/south private road (Rose Drive) out to 220th Street W. This provides a secondary emergency access for this site as the portion of 218th Street from the townhome development directly to the east will not be constructed yet due to on-going negotiations with Northern Natural Gas Company and the crossing of their pipelines with the roadway. Townhome dwellings require 2 off-street parking stalls per unit. Each townhome unit will provide a double car garage. Additionally, the townhome driveways will be a minimum of 25 feet in length allowing for additional parking on the driveway. The developer is also proposing an additional 26 Page 63 of 87 off-street "visitor" parking spaces throughout the 5th Addition. Parks, Trails and Sidewalks A 1.5 acre park was deeded to the city with the platting of Vermillion Commons 4th Addition (Outlot A Vermillion Commons 4th Addition). No additional park dedication or cash-in-lieu will be required with this final plat. Five-foot-wide sidewalks will be provided in the 4th Addition, specifically on the south and east side of 218th Street W, to service these townhome units. Planned Unit Development The 5th Addition is part of the final planned unit development that was approved in the 2024. The PUD allows for, among other things, private streets in the R-3 zoning district, and the reduced width of private streets to 24 feet. Engineering Review The Engineering Department has reviewed the Vermillion Commons 5th 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 developer entering into a Development Contract with the city and security fees and costs paid. BUDGET IMPACT: Not applicable ACTION REQUESTED: Recommend approval of the Vermillion Commons 5th 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 and utilities. 2. A Development Contract between the developer and 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: VERMILLION COMMONS 5TH ADDITION 2025-02-21 VC 5th - U&S Rev 1 Page 64 of 87 KNOW ALL PERSONS BY THESE PRESENTS: That DRP Bookbinder Multistate, LLC, a Delaware limited liability company, owner of the following described property: Outlot C, VERMILLION COMMONS 4TH ADDITION, according to the plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as VERMILLION COMMONS 5TH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created on this plat. In witness whereof said DRP Bookbinder Multistate, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . DRP Bookbinder Multistate, LLC By: , its STATE OF COUNTY OF This instrument was acknowledged before me on day of , 20 , by , the of DRP Bookbinder Multistate, LLC, a Delaware limited liability company, on behalf of the company. County, Printed Name My commission expires 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 . By: Todd B. Tollefson, Dakota County Surveyor COUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 25th day of June, 2024, the Board of Commissioners of Dakota County, Minnesota, approved this plat of VERMILLION COMMONS 5TH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. By: Attest: Chair, Dakota County Board Dakota 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 this day of , 20 . By: 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 VERMILLION COMMONS 5TH 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 . By: Amy A. Koethe, County Recorder I Marcus F. Hampton 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 ______________________________________________________________ Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20 , by Marcus F. Hampton. County, Minnesota Printed Name My commission expires January 31, CITY PLANNING COMMISSION, CITY OF FARMINGTON, MINNESOTA Approved by the Planning Commission of the City of Farmington, Minnesota at a regular meeting thereof on the day of , 20 . By: Chairperson CITY COUNCIL, CITY OF FARMINGTON, MINNESOTA This plat of VERMILLION COMMONS 5TH ADDITION was approved and accepted by the City Council of the City of Farmington, Minnesota at a regular meeting thereof held his day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By: Mayor Pa g e 6 5 o f 8 7 BEARINGS ARE BASED ON THE EAST LINE OF OUTLOT C, VERMILLION COMMONS 4TH ADDITION WHICH IS ASSUMED TO HAVE A BEARING OF S 00°48'47" W VICINITY MAP NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY L.S. NO. 47481. DENOTES FOUND 1/2 INCH BY 14 INCH IRON MONUMENT WITH CAP MARKED L.S. NO. 47481 DENOTES FOUND DAKOTA COUNTY MONUMENT DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE Pa g e 6 6 o f 8 7 Pa g e 6 7 o f 8 7 Pa g e 6 8 o f 8 7 G Pa g e 6 9 o f 8 7 G Pa g e 7 0 o f 8 7 G Pa g e 7 1 o f 8 7