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3.2 Christian Brothers Automotive Corporation3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht REPORT DATE: 1 June 2023 120-DAY DATE: 4 July 2023 RE: Otsego – Christian Brothers Automotive TPC FILE: 101.02 BACKGROUND Christian Brothers Automotive has submitted plans for development of a minor auto repair use on Lot 1, Block 1, Great River Centre of Otsego. The subject site is located at the northeast corner of Parrish Avenue (CSAH 42) and 87th Street. Great River Centre of Otsego is zoned PUD, Planned Unit Development District with uses as allowed within the B-1, Retail Business District, which requires consideration of a PUD Development Stage Plan application. A public hearing to consider the application had been noticed for 17 April 2023. The public hearing was cancelled at the applicant’s request to allow them to discuss approval for their project with Target Corporation, which through private covenants, has review authority for any uses within that block. Target Corporation granted their approval and a public hearing was renoticed for the Planning Commission meeting on 5 June 2023. Exhibits: Site Location Map Project narrative dated March 6, 2023/Scope Of Work CUP Narrative dated March 6, 2023 Target Corporation letter dated May 15, 2023 Signage Plan dated 04/04/2023 (7 sheets) Exterior Elevations dated 3.3.23 Site Development Plans dated 04/12/2023 (16 sheets) Landscape Plan dated 03/01/2023 (5 sheets) Site Photometric Plan dated 3.3.23 Item 3.2 2 ANALYSIS Comprehensive Plan. The 2012 Comprehensive Plan guides the subject site within the Great River Centre of Otsego for commercial land use as part of the City’s primary retail, service, and office area within the community. The Comprehensive Plan includes the following goal and related policies to guide consideration of the proposed development: Goal #1: Develop a cohesive land use pattern that ensures compatibility and functional relationships among activities. 2. Cluster land complementary uses and activities into functionally related sub-units of the community as determined by physical barriers, homogeneous land use characteristics and service area boundaries. 9. Analyze all development proposals on an individual basis from a physical, economic and social standpoint within the context of the entire community to determine appropriate uses. The proposed minor auto repair use will serve both local and regional patrons consistent with the intended land uses for this commercial area. Special consideration must be given to the proposed use at this location abutting Parrish Avenue (CSAH 42), which the Planning Commission has previously identified as the City’s “main street” as to how the minor auto repair relates to the character of the commercial area, the Great River Centre of Otsego, and immediately surrounding uses in terms of functional and aesthetic compatibility. PUD District. The City Council approved a PUD District for the Great River Centre of Otsego on 13 March 2006. The PUD District Design Guidelines designate the subject site for General Merchandise / Highway Commercial consistent with the guidance of the Comprehensive Plan to locate business that serve regional markets. The PUD District was amended on 23 March 2023 to establish to be allowed uses based upon the uses and performance standards within the B-1, Retail Business District subject to approval of a PUD Development Stage Plan. Minor auto uses are allowed within the B-1 District subject to the performance standards established by Section 11-75- 6.F of the Zoning Ordinance. 3 As a conditional use within the B-1 District, the decision to approve or deny an application is to be made based on compliance with the criteria and performance standards established by the Zoning Ordinance. The City may impose such stipulations as it deems necessary to mitigate potential adverse impacts of a conditional use for a specific development proposal. If the development proposal complies with the provisions of the Zoning Ordinance and reasonable conditions can address potential adverse impacts of the conditional use, then the developer has an expectation that the City will approve the request. Surrounding Uses. The subject site is located at what the PUD Design Guidelines identify as the gateway to the Great River Center of Otsego and access to the primary anchor tenant. The table below outlines the existing and planned land uses surrounding the subject site. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Target/Retail East Commercial PUD District Undeveloped South Commercial PUD District Bank office Realty office Minor auto repair West Commercial B-1 District ALDI Parkview Retail (undeveloped) The proposed minor auto repair use at this location expands service businesses within the City’s primary commercial area, as well as creates opportunity for business interchange with other uses in the area. However, minor auto repair uses have several inherent characteristics, such as noise and outdoor storage of vehicles that can affect compatibility with surrounding uses. Target, in its letter inexplicably waiving the requirements of the private covenants, states that it “does not typically consider a light automotive service and maintenance service use to be in alignment with a first-class retail shopping center”. We agree. To this end, it is necessary through the Conditional Use Permit process to ensure that the proposed use will be compatible and complimentary to existing and planned land uses in the area by requiring conditions to mitigate potential negative effects of the use at the gateway to the Great River Centre of Otsego, which may impact perception of the overall development. Operations. The provisions of Section 11-75-6.F of the Zoning Ordinance establish performance standards intended to ensure that operation of a minor auto repair use is compatible with surrounding uses:  Hours. Section 11-75-6.F.1 of the Zoning Ordinance limits the hours of operation for minor auto repair uses to 7:00AM to 10:00PM unless otherwise extended by the City Council. City staff recommends this requirement be made a condition of approval. 4  Noise. Section 11-75-6.F.2 of the Zoning Ordinance requires that all repair activities be conducted within the principal building with overhead doors to the service area(s) closed at all times, except when moving vehicles in and out. The developer discussed asking for flexibility from this requirement as they do not intend on providing air conditioning within the service bay. Compliance with the requirement is a specific standard necessary for approval of the use and cannot be given flexibility outside of a variance application. City staff recommends this condition be made a condition of approval.  Fire Code. Section 11-75-6.F.4 of the Zoning Ordinance requires that storage of all flammable materials, including liquids and rags conform with the applicable provisions of the Minnesota State Fire Code. City staff recommends this requirement be made a condition of approval.  Outdoor Storage. Section 11-75-6.F.5 of the Zoning Ordinance requires storage of damaged vehicles, vehicles being repaired, and vehicle parts and accessory equipment be completely inside a principal or accessory building. City staff recommends a condition prohibiting overnight parking of any vehicles outside of the principal building. Exterior Materials. The exterior materials used on the proposed building consist of three colors of brick with a limestone veneer wainscot. The large overhead doors to the service bays on the east and west elevation have large amounts of glass for visibility of activity within the building. Section 11-17-4.D.1 of the Zoning Ordinance requires the exterior finish of the proposed building to be comprised of a minimum 65 percent Grade A materials, and not more than 35 percent Grade B materials, or not more than 10 percent Grade C materials. The exterior materials used for the proposed building are all Grade A materials and the exterior finish of the building exceeds the requirements of the Zoning Ordinance. Building Height. The GRC PUD District establishes height envelope limits within the development intended to protect the viewshed of the primary retail tenant (SuperTarget) from Parrish Avenue (CSAH 42) and TH 101. Buildings constructed on the subject site are limited to one story or a height of 24 feet. The proposed building is a one-story structure with a height of 19 feet as defined by the Zoning Ordinance measured to the mid-point of the highest pitched roof. The height of the proposed building complies with the Zoning Ordinance and GRC PUD Design Guidelines. Landscape Plan. There are six existing trees along Parrish Avenue (CSAH 42) and three existing trees along 87th Street abutting Lot 1, Block 1 that are to remain with the development of the subject site. The health of the existing trees that are to be preserved will need to be field verified by City staff and replaced if needed. 5 A landscape plan has been submitted for new plantings to be installed within Lot 1, Block 1 with the development. The proposed landscape plan includes additional deciduous trees at the corners of the parking area. We recommend an additional tree be added at the northeast corner of the lot. We also recommend a double row of native grass clumps be provided parallel to the north and south lot lines to improve screening the off-street parking area. The types of plantings are appropriate for the subject site and the sizes of proposed plantings comply with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance An irrigation system is required to be installed by Section 5-2-3.C.2 of the City Code. The landscape plan details are to be modified in to indicate that an irrigation system is required. Installation of the irrigation system will be subject to verification by the Zoning Administrator. Lot Requirements. There are no minimum lot area or width requirements for subdivision of lots within the GRC PUD District. Lot 1, Block 1 is 1.01 acres in area and is 184 feet in width as measured at the front setback line parallel to 87th Street. The necessary area and width of a specific lot is to be based on required setbacks and a functional site plan in terms of access and circulation. Setbacks. The following setbacks are required of the subject site based on the requirements of the GRC PUD District Design Guidelines and the B-1 District. The PUD Development Stage Plan complies with these requirements. Parrish Ave (CSAH 42) 87th St. East North Parking ROW Interior 30ft. 30ft. 0ft. 0ft. 15ft. 5ft. Off-Street Parking. The subject site is accessed via drive aisles within the off-street parking area for SuperTarget within Lot 2, Block 1. There is a landscaped island at the north and east lines of the subject site separating the interior circulation for the minor auto repair from the SuperTarget parking area and locating the access point for the subject site on its east side. The site plan provides for appropriate access and traffic management between the subject site and SuperTarget parking. Section 11-21-8 of the Zoning Ordinance requires that automotive repair uses provide one off- street parking stall for each 200 square feet of net building area. The proposed building is 6,000 square feet in area thus requiring 27 off-street parking stalls. The site plan provides for 36 parking stalls, a surplus of 9 stalls. The off-street parking stalls are designed as nine feet wide by 18 feet deep (with two foot overhang) at the perimeter of the lot that are accessed via 26 foot wide drive aisles in compliance with Section 11-21-7.B of the Zoning Ordinance. The parking area is shown to be surfaced with asphalt and concrete and surrounded by perimeter concrete curb as required by Section 11-21-7.C and D of the Zoning Ordinance. The construction specifications for the off- street parking area are to be subject to review and approval of the City Engineer. 6 Pedestrians. There is an existing trail along the east side of Parrish Avenue (CSAH 42) abutting the subject site’s west lot line and a sidewalk along the north side of 87th Street abutting the south lot line of the subject site. The site plan provides for a connection from the office area of the proposed building to the trail on Parrish Avenue (CSAH 42) to allow for pedestrian access. Exterior Lighting. The design and location of exterior lighting within the subject site must comply with Section 11-16-6 of the Zoning Ordinance. An exterior lighting plan, including photometric measurements, has been submitted. The intensity of the lighting measured at the property lines complies with the Zoning Ordinance. The fixtures all use a 90 degree horizontal shield except for the decorative fixtures on the building elevations. These fixtures will require shielding so that the light sources are not directly visible as required by the Zoning Ordinance. Waste Storage. The site plan illustrates an enclosure for trash and recycling container storage at the northeast corner of the lot. The details for construction of the waste storage enclosure are to comply with Section 11-18-4.C of the Zoning Ordinance and are subject to review and approval of the Zoning Administrator. Signs. The GRC PUD District Design Guidelines allow signs on the subject property including wall signs on each of the four sides of the principal building. Any freestanding sign is to be collocated either on the gateway monument sign at the Parrish Avenue (CSAH 42) and 87th Street intersection or the Freeway Pylon sign adjacent to TH 101. The submitted sign plans include 74 square foot signs on the east and west elevations of the proposed building and 78 square foot signs on the north and south elevations of the building. The proposed wall sigs comply with GRC PUD Design Guidelines. Target, in their letter dated May 15, 2023, noted that the private covenants do not allow a previously proposed freestanding sign and allow wall signs only on two of the four walls of the principal building. The applicant has removed the freestanding sign from their plans. The City will review only for compliance with the requirements of the Zoning Ordinance. 7 Stormwater. The PUD Development Stage Plan application includes a grading plan and stormwater management calculations. Stormwater for the Great River Centre of Otsego development is partially managed through regional stormwater basins, except for infiltration of in accordance with updated stormwater management requirements of the Minnesota Pollution Control Agency adopted after Great River Centre of Otsego was initially developed. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. Utilities. Lot 1, Block 1 will be served by City sewer and water utilities via existing trunk service lines adjacent to the subject site. The developer will be required to pay Utility Availability Charges for the lot in accordance with the provisions of Title 8, Chapter 1 of the City Code at the time the PUD Development Stage Plan is approved. Utility Connection Charges for the proposed use will be required to be paid in accordance with the provisions of Title 8, Chapter 1 of the City Code at the time a building permit is issued. All utility issues are subject to review and approval of the City Engineer. SIPA. A Site Improvement Performance Agreement (SIPA) is required by Section 11-9-7 of the Zoning Ordinance to provide for construction of the project improvements within the subject site. The City Attorney will draft the required documents, which are subject to approval by resolution of the City Council concurrent with the PUD Development Stage Plan application. RECOMMENDATION The proposed Christian Brothers Automotive minor auto repair use development is an allowed use based on the guidance of the Comprehensive Plan and requirements of the Zoning Ordinance, including the GRC PUD District. The specific location of the use at the gateway to the Great River Centre of Otsego does raise concerns about its potential negative effects for compatibility with surrounding uses and the character of the development necessitating conditions to address these concerns. Our office recommends approval of the PUD Development Stage Plan application as outlined below. POSSIBLE ACTIONS A. Motion to recommend approval of a PUD Development Stage Plan for Christian Brothers Automotive, subject to the following conditions: 1. The subject site shall be developed in accordance with the site and building plans submitted to the City subject to the stipulations, limitations, and conditions as approved by the City Council in accordance with Section 11-9-4 of the Zoning Ordinance. 2. Operations: 8 a. The allowed hours of operation shall be between 7:00AM to 10:00PM. b. All repair activities shall be conducted within the principal building and overhead doors to the service bays shall be closed at all times, except when moving vehicles in and out. c. Storage of all flammable materials, including liquids and rags shall conform with the applicable provisions of the Minnesota State Fire Code. d. All vehicles shall be stored completely inside the principal building between the hours of 10:00PM and 7:00AM; there shall be no outdoor parking upon the subject site between these hours. 3. Existing trees within or abutting Lot 1, Block 1 to be preserved shall be in good health and condition or be replaced with similar species, as determined by the Zoning Administrator. 4. The landscape plan shall be revised to add a deciduous tree at the northeast corner of the subject site and two rows of native grass clumps parallel to the north and south lot lines, subject to review and approval of the Zoning Administrator. 5. An irrigation system shall be installed in accordance with Section 5-2-3.C.2 of the City Code, subject to review and approval of the Zoning Administrator. 6 The site plan shall be revised to eliminate the two off-street parking stalls north of the site access. 7. The construction specifications for the off-street parking area are to be subject to review and approval of the City Engineer. 8. All exterior lighting fixtures shall have a 90 degree horizontal cut-off and shielding so that the light source is not directly visible, subject to review and approval of the Zoning Administrator. 9. The exterior materials and design of the waste container enclosure shall comply with Section 11-18-4 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 10. The sign plan shall be revised to remove the proposed freestanding sign in compliance with the GRC PUD Design Guidelines. 9 11. Installation of any signs upon the property shall require issuance of a sign permit subject to review and approval of the Zoning Administrator. 12. All grading, drainage, and erosion control plans shall be subject to review and approval of the City Engineer. 13. The developer shall pay Utility Availability Charges for the lot concurrent with approval of the PUD Development Stage Plan and execution of the Site Improvement Performance Agreement. 14. The developer shall pay applicable Utility Connection Charges for the proposed use at the time a building permit is issued. 15. All utility plans shall be subject to review and approval of the City Engineer. 16. The developer shall execute a Site Improvement Performance Agreement as drafted by the City Attorney and subject to approval by resolution of the City Council concurrent with the PUD Development Stage Plan application. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance including the GRC PUD District. C. Motion to table. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map Christian Brothers Automotive 461 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Scope of Work: Maintenance and Repair Automotive Computer Diagnostics If you can’t determine what ails your vehicle, bring it to Christian Brothers Automotive. We’ll find and repair all car problems. We use the same diagnostic equipment you can find from manufacturers, making us your one-stop location for all your automotive needs. Our ASE-Certified technicians will provide you with a detailed inspection and computer analysis of your vehicle. From the output, we’ll get you back on the road quickly. Check Engine Light Without the right equipment, you likely don’t know what your Check Engine Light means. A list of different things can make this light come on. Our tools can decipher what is happening with your car and tell you what work is needed. Don’t let your Check Engine Light freak you out; visit Christian Brothers Automotive for peace of mind. Vehicle Repairs After we’ve determined the issues hampering your vehicle, an ASE-Certified technician will describe them in detail, or even allow you to see them for yourself. Additionally, they will give you a cost estimate for repairs. You make the ultimate decision before we commence repairs. At Christian Brothers Automotive, we never settle for anything less than long-lasting repairs completed by experienced technicians. Our service includes repairs and maintenance on cooling systems, power steering, exhaust systems, engines, and tires. Brakes At Christian Brothers Automotive, we take pride in our integrity. We will never sell you only brake pads but we will also recommend the right components recommended by your auto manufacturer. Each vehicle varies whereas the alloys used in brake pads and rotors are often very specific. Incorrect brake pads can mean significant damage to rotors and other vital parts. The expert technicians at Christian Brothers Automotive will check to make sure your vehicle only receives the brake pads and components that are specifically engineered for it. Every brake job means resurfacing the rotors. The brake pads are just half of the relationship – without properly serviced rotors, your car will not stop as quickly as it should. Every rotor is resurfaced according to manufacturer specifications and lubricated properly to make sure the brake pads get the maximum durability. Fluid is an often overlooked component of the brake system. Brake fluid is checked for quantity, but not usually checked for quality. Your brake fluid can become dirty and create problems when it is supposed to be flowing to the calipers to stop your car. Clean, new brake fluid can help extend the life of your entire brake system and save you money on costly brake repairs in the future. Electrical System Most mechanical functions are now dependent on electrical components. Your car is controlled by a complex arrangement of wires, sensors and computers working together. If communication along those wires is interrupted, it could have major consequences for several components of your vehicle. Electrical systems are now more complicated, but more reliable and easier to diagnose and remedy with the proper equipment. At Christian Brothers Automotive, we have a full line of manufacturer certified diagnostic tools. The tools, scanners and equipment are the same or better than those used in dealership service departments. Our ASE certified technicians know your car’s electrical components and can quickly and effectively diagnose the problem. At Christian Brothers Automotive, we take a serious, targeted approach to pinpoint the problem and minimize the cost of your repair to one of the electrical components. Sometimes what seems like a major repair could merely be a software issue. Computers control your car. Starters, alternators, air conditioning systems and many other components are now computer controlled. Our ASE certified technicians will make sure you do not waste money on diagnostics and parts. Your battery could also be the culprit of an electrical system problem. A loose battery cable, a faulty wire or a dirty connection could appear to be a bigger problem than reality. If your battery is not receiving a charge, the alternator may need replacement. You will receive a full system check, not just a recommendation for parts you may not need. We check the basics before recommending a major repair. We care about your car and we respect your budget. AC Services At Christian Brothers Automotive, we do things differently. Our ASE-certified technicians do more than your ordinary air conditioning system check. Your car is a complex machine and it demands a full diagnostic treatment and service. A full air conditioning service at Christian Brothers Automotive means a full inspection to make sure we get to the root of the problem and not simply treat the symptoms. There is not a definitive way to predict a failure for your air conditioning system. However, when your car’s AC system needs service or repair, the right equipment and experience are important. Christian Brothers Automotive only uses expert, ASE-certified technicians and the latest tools and equipment for air conditioning service and repair. You cannot determine the source of a leak or diagnose a problem with the AC system without a thorough examination. Drivetrain & Suspension The drive train, also referred to as the power train, refers to the parts and systems that create power and deliver it to the road. It is a holistic system that makes your car travel safely down the road. The main parts of the drive train includes: the wheels, suspension, drive shaft, engine and transmission. A properly maintained power train means that the energy produced by your engine is being used in the most efficient way possible. Thus, you will have a more fuel efficient car and more miles per gallon. At Christian Brothers Automotive, we strive to make sure your suspension system is working at its optimal performance. Suspension Systems The suspension system is the bridge between the engine and the power it generates to the wheels and the impact the road has on the vehicle. Movement and inertia create incredible forces on your car’s frame. Your suspension system balances the vehicle. An improperly maintained suspension system can create an unsafe vehicle and unsafe driving conditions for you, your family and other drivers. The engine and transmission (along with the drive shaft and differential) move the car forward, but to make the vehicle manageable and driver-friendly, the suspension system absorbs the energy. A worn steering and suspension system can create excess noise, premature tire wear, vibrations and alignment damage. At Christian Brothers Automotive, we make sure your suspension system is fully operational and up to your vehicle’s manufacturer standards. Like all repairs and services at Christian Brothers Automotive, suspension, drive train, transmission and engine repair, services and maintenance are covered by our 24 month/ 24,000 mile warranty. Christian Brothers Automotive’s suspension service can repair or replace virtually all suspension components, including: bushings, sway arms, center links, ball joints, idler arms, pitman arms, tie rod sleeves, tie rod ends, struts, shock absorbers, coil springs, CV joints, CV boots, CV axle half shafts, universal joints and springs and any other manufacturer specific components your vehicle may need. Page 1 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 612-315-1272 March 6, 2023 City of Otsego 13400 90th Street NE Otsego, MN 55330 Attention: Daniel Licht, City Planner RE: Proposed Christian Brothers Automotive – Conditional Use Permit Christian Brothers Automotive is applying for a Conditional Use Permit (CUP) for the proposed light automotive repair for the property described in Exhibit A. This narrative provides an overview of the project, legal description and PIN for the property, compliance with current zoning, a nd stormwater management. Proposed Development Overview The project will consist of a ±6,000 square foot light automotive repair facility. The project will be located within the Great River Centre of Otsego development. Construction will consist of grading the Site, construction of an underground stormwater management area, utilities, parking, landscaping, and the proposed building with lighting. The property is currently a vacant lot with CR 42 to the west, private shared access drive to the east, parking for the existing Target development to the north, and 87th Street (public street) to the south. Two private driveway entrances are proposed to serve the site from the northeast and southeast. The automotive repair facility is currently not listed as a permitted use as part of the existing Planned Unit Development a Conditional Use Permit is req uired for development of “Light Automotive Repair” use. There are general conditions that must be met for all Conditional Use Permits as follows: - The proposed action is consistent with the specific policies and provisions of the City Comprehensive Plan The proposed development will maintain the City’s land use plan of commercial use for the development area - The proposed use is compatible with the present and future land uses of the area The present and future land uses of the area are commercial and ser vices-based in nature. The proposed development maintains the commercial land use, both existing and proposed, for the area - The proposed use conforms with all performance standards contained within th e Conditional Use Permit title and other provisions of the City’s municipal code The light automotive repair use conforms with standards of the City’s municipal code and Conditional Use Permit Page 2 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 612-315-1272 - Traffic generation of the proposed use is compatible with streets serving the property The planned unit development has been designed to accommodate traffic for the proposed development - The proposed use can be accommodated by existing public services and facilities and will not overburden the City’s service capacity The proposed use is adequately served by existing pub lic and private utilities on site. Refuse disposal and public services are provided to the proposed site. Property Legal Description and PIN (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. CP71501, COMMITMENT DATE FEBRUARY 3, 2023) LOT 1, BLOCK 1, GREAT RIVER CENTRE OF OTSEGO, WRIGHT COUNTY, MINNESOTA PARCEL ID NUMBER: 118239001010 Stormwater Management Stormwater management will be provided by an underground stormwater system. The system will be designed to meet the City of Otsego requirements for treating 1.1 inches of rainfall over the impervious area. Please contact me at (763) 251-1016 or christian.jones@kimley-horn.com should you have any questions or comments. Sincerely, Christian Jones, P.E. Project Manager 1 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g 87th St NE & Parrish Ave NE Otsego, MN 55330 D a l l a s O f f i c e 2711 LBJ Freeway Suite 400 Farmers Branch, TX 75234 s i g n & l i g h t i n g 2 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g SIGN 01: Exterior Front Channel Letters SIGN 02: Exterior Rear Channel Letters 74.3 74.3 78 78 SIGN 03: Exterior End Logo & Channel Letters SIGN 04: Exterior End Logo & Channel Letters Proposed SQUARE FEET CALCULATIONS SITE PLAN S EW N S I G N 4 S I G N 2 S I G N 3 S I G N 1 3 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g S I G N 1 S CALE: N.T.S. S CO P E O F WO R K: 1. FABRI C AT E, S H I P & IN STAL L (1) ON E N E W S E T - 22” INDI VI D UA L C H A N N E L L E T T E RS WITH BACK PA NE LS O N W IR E-WAYS. B U I L D I N G (F R O N T) E L E VAT I O N S CAL E: 3/32”=1’-0” (L H 10) I L LU MI N AT E D 22” C HA N N E L L E T T E R S W I T H BA C K PA N E LS O N W I R E-WAYS 106’-0” 37’-2” 24” 5 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g S I G N 2 37’-2” 24” S CALE: N.T.S. (L H 10) I L LU MI N AT E D 22” C HA N N E L L E T T E R S W I T H BA C K PA N E LS O N RAC E-WAY S B U I L D I N G (R E A R ) E L E VAT I O N S CAL E: 3/32”=1’-0” S CO P E O F WO R K: 1. FABRI C AT E, S H I P & IN STAL L (1) ON E N E W S E T - 22” INDI VI D UA L C H A N N E L L E T T E RS WITH BACK PA NE LS O N RAC E-WAYS. 106’-0” 7 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g 00000000 SC A L E: 3/32”=1’-0” S IGN 3 BUILDING (LEFT SIDE) ELEVATION SC OPE OF WORK: 1. FABRICATE, SHIP & INSTALL (1) ONE NEW (L H 10) I L LU M IN AT E D 14” C H A N N E L L E T T E RS & LO G O W I T H BA C K PA N ELS O N W I R E-WAYS 14” LED FACE LIT CHANNEL LETTER SET STACKED AND 22” LOGO WITH BACK PANEL ON WIRE-WAYS 15’-7” 60” 9 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g S IG N 4 SC A L E: 3/32”=1’-0”BUILDING (RIGHT SIDE) ELEVATION SC OPE OF WORK: 1. FABRICATE, SHIP & INSTALL (1) ONE NEW (L H 10) I L LU M IN AT E D 14” C H A N N E L L E T T E RS & LO G O W I T H BA C K PA N ELS O N W I R E-WAYS 14” LED FACE LIT CHANNEL LETTER SET STACKED AND 22” LOGO WITH BACK PANEL ON WIRE-WAYS 15’-7” 60” 11 :15 The purchaser agrees to hold the seller harmless against any cause for action for damages which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. 87th St NE & Parrish Ave NE Otsego MN 55330 Connie Keck JW Vx1103912 R1 03/06/23 04/04/23 This design and engineering is submitted as our proposal, and the right to use or exhibit in any form, is not authorized without written permission by Vixxo. Address City State Account Representative: Notes * * * * * Designer Design # Original Date Revision Date All electrical scope to be completed in a U.L. approved method and shall meet current N.E.C. standards * All electrical components shall be U.L. Listed. * Sign shall be grounded per N.E.C. Article 250. * Insulated conductors as per N.E.C. Code 310.8. type to be used - metallic insulated sealtite. *Disconnect switch as per N.E.C. Code 600.6. s i g n & l i g h t i n g S C AL E: 3/32”=1’-0” (L H 10) EN D EL E VAT I O N N U M B ER FO R M S A D D R E S S N U M B E R F.C.O. L E T T E R E L E VAT I O N (1) O N E S E T R EQ U I R E D SCOP E OF WOR K 1. FAB R IC ATE, SH IP & INSTALL (1) O NE SE T NE W G E MI NI A D DRE S S NUM B ERS. SP ECIF IC ATIONS 1. ½” TH IC K OPAQ U E WHITE GEM IN I #5687 PL ASTI C LET TER FO R MS. N U MBERS H AV E WHI TE FAC ES W IT H BL ACK E DG E (SI DE S) 2. LET TERS A RE NON-I LLUM IN ATED. 3. COP Y STYL E: C LA REN DON F O RTUN E B O LD 4. F LUS H MOUN T E D TO BUI LD IN G WITH APP ROP RIAT E NON-C O RRO SI V E M O U NT ING H ARDWARE A ND S EAL E D WI TH SI LI CON E. SC A L E: 1”=1’-0” Section Detail (BLACK SIDES) ½" THICK LETTER FORM ½" (WHITE FACES) NON-CORROSIVE MOUNTING PIN SEALED WITH SILCONE 000010” 3’-2” S QUA R E F OOTAG E: 2.7 10” 3’-2” 00000000 S IG N 5 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg April 12, 2023 - 1:23pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FORCOVER SHEETC000CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNNORTHVICINITYN.T.S.SITEOTSEGO, WRIGHT COUNTY, MN1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:LANDSCAPE ARCHITECTEVERGREEN DESIGN GROUPPO BOX 2193GARNER, NC 27529TELEPHONE: (800) 680-6630FAX: (866) 579-8452CONTACT: RODNEY MCNABBPROJECT TEAM:ENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: CHRISTIAN J. JONES, P.E.11995 SINGLETREE LANE, SUITE 225EDEN PRAIRIE, MN 55344TELEPHONE (612) 315-1272OWNER / DEVELOPERCHRISTIAN BROTHERS AUTOMOTIVECORPORATION17725 KATY FREEWAYHOUSTON, TX 77094CONTACTS:xPAULA TOLLIVER, (281) 675-6234xSPENCER HINOJOSA, (254) 722-1856CBA - OTSEGO, MNS 22, T 121 NORTH, R 23 WESTFORSITE DEVELOPMENT PLANSSITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)SBM #1 TOP NUT HYDRANT. NORTHEAST CORNER OF SITE.ELEVATION=867.58 (NGVD29)SBM #2 TOP NUT HYDRNT. SOUTHEAST CORNER OF SITE.ELEVATION=867.14 (NGVD29)BENCHMARKSPARRISH AVE NE88TH STQUADAY AVE NE87TH ST NE85TH ST NEPARRISH AVE NEARCHITECTCORTLAND MORGAN ARCHITECTS711 N. FIELDER ROADARLINGTON, TX 76012TELEPHONE: (979) 255-6927CONTACT: DANA KINGWATER AND SANITARY SEWERCITY OF OTSEGO PUBLIC UTILITIES13400 90TH STREET NEOTSEGO, MN 55330TELEPHONE: (763) 441-2310CONTACT: KURT NEIDERMEIERELECTRICELK RIVER MUNICIPAL UTILITIES13069 ORONO PARKWAY, PO BOX 430ELK RIVER, MN 55330TELEPHONE: (763) 441-2020CONTACT: SARA YOUNGSNATURAL GASCENTERPOINT ENERGY700 WEST LINDEN AVENUE, PO BOX 1165MINNEAP0OLIS, MN 55459TELEPHONE: (763) 785-5427CONTACT: PERRY SCHMIDTCOMMUNICATIONSQUANTUM FIBER (LUMEN)TELEPHONE: (612) 431-3516CONTACT: SHAWN NIESSSURVEYOREGAN, FIELD & NOWAK, INC.475 OLD HIGHWAY 8 NW, SUITE 200NEW BRIGHTON, MN 55112TELEPHONE: (612) 466-3300CONTACT: LOGAN SELINSKIINDEX OF DRAWINGSSheet Number Sheet Title03/06/2023 - CITY ENTITLEMENT SUBMITTAL04/12/2023 - CITY COMMENTSC000 COVER SHEET●V100EXISTING CONDITIONS SURVEYV101EXISTING CONDITIONS SURVEYC100 GENERAL NOTES●C200SITE DEMOLITION & EROSION CONTROL PHASE 1 PLAN●C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2●C302 EROSION AND SEDIMENT CONTROL DETAILSC400 SITE DIMENSION PLAN●C401 SITE DETAILS●C500 GRADING AND DRAINAGE PLAN●C501 STORM SEWER PLAN●C502 GRADING DETAILS●C503 GRADING DETAILS●C600UTILITY PLAN●C601 UTILITY DETAILST100PRELIMINARY TRAFFIC CONTROL PLAN●GEOTECHNICAL ENGINEERCHOSEN VALLEY TESTING, INC.245 ROSELAWN AVENUE EAST, SUITE 29ST. PAUL, MN 55117TELEPHONE: (651) 756-7384CONTACT: COLBY VERDEGAN GENERAL CONSTRUCTION NOTES1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOMEFAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALLWORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCTTHE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THEAPPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALLCLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISENOTED. 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 DATABY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TOTHE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELYACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'SRESPONSIBILITY 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 THECONTRACTOR'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 INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FORTEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING ORRELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED ANDTHEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAYHAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCINGWORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIESPRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS IF REQUIRED PRIOR TO CONSTRUCTION.6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIALCONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGNARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THEOWNER DIRECTLY FROM THE TESTING AGENCY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATIONWHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATECONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THEOWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILTDATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES AREENGAGED BY THE CONTRACTOR.10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELLDRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IFANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATIONOF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF ANIDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER.13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THEDOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACTTHE ENGINEER AND OWNER.EROSION CONTROL MAINTENANCEALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATERPOLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALLJURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OFTHE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIEDPERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALLEVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING, OR DETERIORATION.1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREASSHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTSREFER TO THE STANDARD SPECIFICATIONS.2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BEREMOVED 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 PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINGOF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING ASCONDITIONS DEMAND.5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2CALENDAR DAYS FOLLOWING THE INSPECTION.TYPICAL OWNER/ENGINEER OBSERVATIONSCONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES:- PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATIONASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALKINSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIESEROSION CONTROL NOTES1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROLPLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONSOF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MNNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOMEFAMILIAR WITH THEIR CONTENTS.3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THETRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING ISREQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE INAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALLFINES 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 7DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BYTHE GENERAL PERMIT.7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, ANDAREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED.9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE 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 ANDOTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OFWIND 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 ASSOON AS IS PRACTICABLE.13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITHSOME PROTECTIVE MEASURE WILL BE NECESSARY.14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICHTHEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIESIN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE ORSTORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTSINCLUDE (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 OFLAND-DISTURBING ACTIVITIES ON THE PROJECT.16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THEDESIGN ENGINEER AND THE CITY OF OTSEGO ENGINEERING DIVISION.17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/ORADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSIONCONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER.PAVING AND STRIPING NOTES1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATIONS.2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS.3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKINGSTALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUSSTRIPING 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 JOINTSEALANT.7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY 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 THECONTRACTOR 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 SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTORCHANGE 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 NOTES1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED 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 ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THATSURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTORSHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADINGDISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OFPAVEMENT 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 UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH THE PROPOSED FINISHED GRADES.5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THATTHE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALLBE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLYINSPECTED 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 COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED.7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALLSAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAMETYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE 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 ANYEXCAVATION.11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONALAGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN.12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREASSHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FORANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR ATNO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHEDAS SHOWN ON THE LANDSCAPING PLAN.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURSOF 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 PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER.16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'SRECOMMENDATIONS AND MN/DOT SPECIFICATION.17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF OTSEGO AND MN/DOTSPECIFICATIONS.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 CONDITIONSAND CONSTRUCTION DOCUMENTS.21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUTCOMPENSATION.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 ANDSTORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITHCONSTRUCTION ACTIVITIES.25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE.26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING.WATER STORM SEWER & SANITARY SEWER NOTES1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OFTRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN.2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLCOMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THENOTES 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'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BEPLUMB AND LOCATED ACCORDING TO THE PLANS.5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. 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 IMPERFECTIONSWHICH, 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 FROMTHE 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 TOCOMBUSTIBLES BEING BROUGHT ON SITE.7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIORTO BACK FILLING.9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED.10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORMSEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUTEXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY AREGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERTOUT.17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESSNOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARETO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OFCONSTRUCTION.21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED.22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITYCOMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATEFINAL 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 DIMENSIONSARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH ANDSPECIFICATIONS.25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALSSPECIFICATIONS.26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENTDIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.THIRD PARTY TEST REPORTS REQUIREDTEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:xDENSITY TEST REPORTSxBACTERIOLOGICAL TESTS OF WATER SYSTEMxPRESSURE TEST OF WATER/SEWERxLEAK TESTS ON SEWER SYSTEM AND GREASE TRAPSxANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITYREFER TO GEOTECHNICAL REPORT NO. 21363.23.MNSCHOSEN VALLEY TESTING, INC.245 ROSELAWN AVENUE EAST, SUITE 29SAINT PAUL, MN 55117DATED MARCH 31ST, 2023PREPARED FORGENERAL NOTESC100CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMN2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg April 12, 2023 - 1:25pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJ 87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTEXISTING TREE TO REMAIN,PROTECT IN PLACEEXISTING TREES TO REMAIN ANDBE PROTECTED IN-PLACE.CONTRACTOR TO PROVIDE TREEPROTECTION FENCE (TYP.)EXISTING TREE TO REMAIN,PROTECT IN PLACEEXISTING TREETO REMAINEXISTING TREETO REMAIN,PROTECT INPLACEEXISTING SIDEWALK TOREMAIN, PROTECT IN PLACEEXISTING LIGHTPOST TOREMAIN, PROTECT IN PLACEPROTECT IN PLACEEXISTING SANITARY &WATER SERVICE LINESEXISTING HYDRANT TOREMAIN, PROTECT IN PLACEEXISTING ELECTRIC TOREMAIN, PROTECT IN PLACEREMOVE EXISTING 18" HDPE STORM SEWER, PROTECTIN-PLACE DOWNSTREAM OF REMOVAL LIMITS FORCONNECTION TO PROPOSED UNDERGROUNDSTORMWATER BMP (SEE SHEET C501)CLEAR AND GRUBSAWCUT EXISTING BITUMINOUSPAVEMENT/CURB TO MATCH EXISTINGSAWCUT EXISTINGASPHALT/CURB TO MATCHEXISTINGPROTECT IN-PLACE EXISTING TRAFFIC SIGN;CONTRACTOR TO MAINTAIN TRAFFICSIGNAGE AND CONTROL THROUGHOUT THEDURATION OF CONSTRUCTIONREMOVE EXISTING BITUMINOUSPAVEMENT (TYP.)PROPOSED SILT FENCE,OFFSET FOR CLARITY(TYP.)PROPOSED SILT SOCK,OFFSET FOR CLARITY(TYP.)(SEE CITY OFOTSEGO DETAIL 508)PROPOSED ROCKCONSTRUCTION ENTRANCE (SEECITY OF OTSEGO DETAIL 505)EXISTING TELECOM LINE TOREMAIN, PROTECT IN PLACEADJUST SILT FENCE ASNECESSARY TO AVOIDCONFLICTEXISTING TREE TO REMAINEXISTING CURB TOREMAIN, PROTECTIN PLACEEXISTING CURB TOREMAIN, PROTECTIN PLACEEXISTING ELECTRIC TOREMAIN, PROTECT IN PLACEEXISTING SIGNS TO REMAIN,PROTECT IN PLACEEXISTING SANITARY LINE TOREMAIN, PROTECT IN PLACE.EXISTING SANITARY LINE TOREMAIN, PROTECT IN PLACE.EXISTING SANITARYSTRUCTURE TO REMAIN,PROTECT IN PLACE.EXISTING SIDEWALK TOREMAIN, PROTECT IN PLACEEXISTING LIGHTPOST TOREMAIN, PROTECT IN PLACEPROTECT IN-PLACEEXISTING MONUMENT SIGNEXISTING WATERMAIN TOREMAIN, PROTECT IN PLACEEXISTINGTREE TOREMAINEXISTING HYDRANT TOREMAIN, PROTECT IN PLACEEXISTING TELECOM LINE TOREMAIN, PROTECT IN PLACEADJUST SILT FENCE ASNECESSARY TO AVOIDCONFLICTPROPOSED INLET PROTECTION(PER CITY OF OTSEGOSTANDARD DETAIL 507)PROPOSED INLET PROTECTION(PER CITY OF OTSEGOSTANDARD DETAIL 507)B-01GROUNDWATER LEVELOBSERVED AT 852.62'B-11GROUNDWATER LEVELOBSERVED AT 853.14'B-02GROUNDWATER LEVELOBSERVED AT 852.67'B-08GROUNDWATER LEVELOBSERVED AT 851.88'B-03GROUNDWATER LEVELOBSERVED AT 852.71'B-04GROUNDWATER LEVELOBSERVED AT 852.77'B-10GROUNDWATER LEVELOBSERVED AT 853.07'B-09GROUNDWATER LEVELOBSERVED AT 852.39'B-06GROUNDWATER LEVELOBSERVED AT 852.45'B-07GROUNDWATER LEVELOBSERVED AT 852.11'B-05GROUNDWATER LEVELOBSERVED AT 852.65'865864865865865865863863864864864865865865865865864863864864REMOVE EXISTING CURBAS NECESSARY FORIMPROVEMENTSPROTECT IN-PLACE EXISTINGELECTRICAL LINE TO MONUMENT SIGN.CONTRACTOR TO FIELD VERIFYLOCATION PRIOR TO CONSTRUCTION.EXISTING CROSS GUTTER TOREMAIN, PROTECT IN PLACEEXISTING CROSS GUTTER TOREMAIN, PROTECT IN PLACESILT SOCKSILT SOCKEXISTING WATERMAIN TOREMAIN, PROTECT IN PLACEEXISTING TREETO REMAIN,PROTECT INPLACE2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg April 12, 2023 - 1:26pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJNORTHLEGENDLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING TREE LINEEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUT1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THEPLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECTDOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSREQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT ANDRECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTIONMANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCESAND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OFEXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITYCOMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINESBEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVEDOR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIMESHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY ISNECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITHOTSEGO, WRIGHT COUNTY AND MN/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OFTHE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASESOF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIREDWATER MAIN SHUT OFFS WITH THE CITY OF OTSEGO DURING CONSTRUCTION. ANY COSTS ASSOCIATEDWITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRACOMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHALL STATE OF MN REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESPREPARED FORSITE DEMOLITION& EROSIONCONTROL PHASE1 PLANC200CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNPROPERTY SUMMARYCBA - OTSEGO, MNTOTAL PROPERTY AREA 1.01 ACEXISTING IMPERVIOUS AREA WITHINPROPERTY0.10 ACEXISTING PERVIOUS AREA WITHINPROPERTY0.91 ACPROPOSED IMPERVIOUS AREA WITHINPROPERTY0.74 ACPROPOSED PERVIOUS AREA WITHINPROPERTY0.27 ACTOTAL DISTURBED AREA 0.98 ACZONING SUMMARYEXISTING ZONINGPUD (B3)PROPOSED ZONINGPUD (B3)PARKING SETBACKSSIDE/REAR = 0'RIGHT OF WAY = 15'BUILDING SETBACKSSIDE = 10'REAR = 20'RIGHT OF WAY = 30'ROCK ENTRANCEINLET PROTECTIONSILT FENCESAFETY FENCESILT SOCKUPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING,LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIALSTORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEMON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCURTHROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BEINACTIVE FOR 7 DAYS OR MORE.2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBSAND GUTTERS.3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES ASEACH INLET STRUCTURE IS INSTALLED.4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TOFINAL GRADE.5. PREPARE SITE FOR PAVING.6. PAVE SITE AND INSTALL STRIPING.7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORKPROGRESSES.8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALLAREAS.9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITEHAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.NOTE: THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND ISINTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN ANDSHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TOCONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTORSHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURINGCONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE ISNECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLELAWS.SEQUENCE OF CONSTRUCTION: DDDD87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTTNO PARKINGDDDDTREE PROTECTIONFENCE (TYP.)PROVIDE DROP INLETPROTECTION (SEE CITY OFOTSEGO DETAIL 507)PROVIDE DROP INLETPROTECTION (SEE CITY OFOTSEGO DETAIL 507)PROPOSED SILT FENCE,OFFSET FOR CLARITY(TYP.)PROPOSED SILT SOCK,OFFSET FOR CLARITY(TYP.)(SEE CITY OFOTSEGO DETAIL 508)EXISTING TELECOM LINE TOREMAIN, PROTECT IN PLACEADJUST SILT FENCE ASNECESSARY TO AVOIDCONFLICTPROPOSED DROP INLETPROTECTION AT CATCHBASIN (SEECITY OF OTSEGO DETAIL 507/508)PROPOSED DROP INLETPROTECTION AT CATCHBASIN (SEECITY OF OTSEGO DETAIL 507/508)PROPOSED DROP INLETPROTECTION AT CATCHBASIN (SEECITY OF OTSEGO DETAIL 507/508)PROPOSED DROP INLETPROTECTION AT CATCHBASIN (SEECITY OF OTSEGO DETAIL 507/508)PROPOSED UNDERGROUNDSTORMWATER BMP FOOTPRINT,SEE SHEET C501 FOR DETAILSEROSION CONTROL BLANKETIN AREAS WITH PROPOSEDSLOPES GREATER THAN 1:4EROSION CONTROL BLANKETIN AREAS WITH PROPOSEDSLOPES GREATER THAN 1:4SILT SOCKTREE PROTECTIONFENCE (TYP.)TREE PROTECTIONFENCE (TYP.)2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg April 12, 2023 - 1:27pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJNORTHUPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING,LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIALSTORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEMON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCURTHROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BEINACTIVE FOR 7 DAYS OR MORE.2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBSAND GUTTERS.3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES ASEACH INLET STRUCTURE IS INSTALLED.4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TOFINAL GRADE.5. PREPARE SITE FOR PAVING.6. PAVE SITE AND INSTALL STRIPING.7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORKPROGRESSES.8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALLAREAS.9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITEHAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.NOTE: THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND ISINTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN ANDSHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TOCONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTORSHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURINGCONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE ISNECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLELAWS.SEQUENCE OF CONSTRUCTION:ROCK ENTRANCEINLET PROTECTIONSILT FENCELIMITS OF DISTURBANCESAFETY FENCESILT SOCK/BIO-ROLLLEGENDEROSION CONTROL BLANKETEROSION CONTROL PLAN NOTES1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED 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 BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS.5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION.7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR.8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.PREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNPROPERTY SUMMARYCBA - OTSEGO, MNTOTAL PROPERTY AREA 1.01 ACEXISTING IMPERVIOUS AREA WITHINPROPERTY0.10 ACEXISTING PERVIOUS AREA WITHINPROPERTY0.91 ACPROPOSED IMPERVIOUS AREA WITHINPROPERTY0.74 ACPROPOSED PERVIOUS AREA WITHINPROPERTY0.27 ACTOTAL DISTURBED AREA 0.98 ACZONING SUMMARYEXISTING ZONINGPUD (B3)PROPOSED ZONINGPUD (B3)PARKING SETBACKSSIDE/REAR = 0'RIGHT OF WAY = 15'BUILDING SETBACKSSIDE = 10'REAR = 20'RIGHT OF WAY = 30'TREE PROTECTION FENCE 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg April 12, 2023 - 1:28pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FOREROSION ANDSEDIMENTCONTROL DETAILSC302CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLY 87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTTNO PARKINGS89°42'53"W193.72'S0°08'22"W185.41'S33°40'54" E 53.90'N89°42'53"E165.43'N0°17'07"W230.40'PROPOSED LIGHTAUTOMOTIVE REPAIRBUILDING±6,000 SF50' BUILDING SETBACK (OEAAGREEMENT)50' BUILDING SETBACK(OEA AGREEMENT)10' BUILDING SETBACK20' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACKEX. 10' DRAINAGE &UTILITY EASEMENTEXISTING MONUMENT SIGN15' PARKING SETBACK30' BUILDING SETBACKEX. 10' DRAINAGE &UTILITY EASEMENTEXISTING ACCESSEASEMENT9.0'(TYP.)30.0'10.0'31.0'9.0'(TYP.)18.0'(TYP.)26.0'35.0'18.0'(TYP.)9.0'(TYP.)18.0'(TYP.)8.0'26.0'26.0'DEEEHJKEXISTING HYDRANTTO REMAINLI30.0'5.0'(TYP.)R25.0'R25.0'R10.0'R10.0'R15.0'R15.0'R10.0'10.0'15.0'50.0'50.0'10.0' 30.0' 15.0'BBBBCAAAAAAG23.7'EX. 10' DRAINAGE &UTILITY EASEMENTEX. DRAINAGE &UTILITY EASEMENTH18.0'38.0'49.7'64.8'76.0'67.1'16.1'20.0'20.0'24.0'6.0'±6.0'±EEEEE2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg April 12, 2023 - 1:29pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJRNORTHPROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCELIMITS OF DISTURBANCE (OFFSET 1' FOR CLARITY)PROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED LANDSCAPE AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTDRAINAGE AND UTILITY EASEMENTPROPERTY SUMMARYCBA - OTSEGO, MNTOTAL PROPERTY AREA 1.01 ACEXISTING IMPERVIOUS AREA WITHINPROPERTY0.10 ACEXISTING PERVIOUS AREA WITHINPROPERTY0.91 ACPROPOSED IMPERVIOUS AREA WITHINPROPERTY0.74 ACPROPOSED PERVIOUS AREA WITHINPROPERTY0.27 ACTOTAL DISTURBED AREA 0.98 ACZONING SUMMARYEXISTING ZONINGPUD (B3)PROPOSED ZONINGPUD (B3)PARKING SETBACKSSIDE/REAR = 0'RIGHT OF WAY = 15'BUILDING SETBACKSSIDE = 10'REAR = 20'RIGHT OF WAY = 30'BUILDING DATA SUMMARYAREASBUILDING AREA±6,000 SFPERCENT OF TOTAL PROPERTY AREA13.7%PARKINGREQUIRED PARKING30 SPACES @ 1 STALL PER200 SF GFAPROPOSED PARKING36 SPACES @ 6.00 RATIOADA STALLS REQUIRED / PROVIDED2 STALLS / 2 STALLSKEYNOTE LEGENDB612 CURB & GUTTER (TYP.)TRANSITION CURB (FLAT CURB TO 6" CURB)FLAT CURB (SEE DETAIL)6" CONCRETE FILLED PIPE BOLLARD, SEE DETAILMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE PARKING AREA, SEE DETAILAREA STRIPED WITH 4" SYSL @ 45°, 2' O.C.30" x 30" STOP SIGNCROSS GUTTER, SEE DETAILACCESSIBLE PARKING SIGNAGE, SEE DETAILPROPOSED TRANSFORMER PAD PER ELK RIVER UTILITIESSTANDARDS AND SPECIFICATIONSTRASH ENCLOSURE CONTAINER (SEE ARCH PLANS FOR DETAILS)PROPOSED MONUMENT SIGN, SEE SIGNAGE PLAN FOR DETAILSABCDEFGHIJKLMSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC., DATED 02/14/2023.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISEINDICATED.PREPARED FORSITE DIMENSIONPLANC400CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNEEFFSETBACK LINE 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg April 12, 2023 - 1:29pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FORSITE DETAILSC401CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNe of and improper reliance on this document without written authorizationn and adaptation by Kimley-Horn and Associates, Inc. shall be without liaability to Kimley-Horn and AssocFOR REFERENCE ONLY12"Ø27"ACCESSIBLEVANPARKINGEDGE OF TRAVEL WAY4'-0"BREAK AWAYTUBE POST3500 P.S.I. P.C.CONCRETE BASESLOPE TOPOF CONCRETEGALVANIZEDSQUARE TUBEGROUND SURFACE5'-0" - 5'-6" (HEIGHT VARIES)NOTE:ACCESSIBLE PARKING SIGNS SHALL BE MOUNTED60" MIN. AND 66" INCHES MAX. ABOVE THE FINISHEDGROUND SURFACE. ALL OTHER SIGNS TO BE 7'-6"ABOVE FINISHED GROUND SURFACE.9'9'9'18.0'(PER PLAN)HANDICAPACCESSIBLE SIGN4" PAINTED WHITE STRIPING4" WHITE STRIPE AT 2'-0" O.C.NOTE: REFER TO PLAN FOR DETAILEDLAYOUT AND DIMENSIONSNO PARKINGPAINT THE WORDS "NOPARKING" WITHIN EACH 9'-0"ACCESS AISLE WHERESHOWN USE 12" MINIMUMHIGH WHITE LETTERSHANDICAP ACCESSIBLE SIGN 1/2"6"12"60"-66"'18"WHITE SYMBOL ON BLUE BACKGOUNDLEGEND & BORDER: WHITEBACKGROUND: BLUENOTES:1. ALL LETTERS ARE 1" AERIES "C" PER MUTCD.2. SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUEBACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.3. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERINGGRADE) WITH WHITE LEGEND AND BORDER.4. CONTRACTOR SHALL VERIFY FINE AMOUNT.5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE.6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ANDSTATE OF MINNESOTA ACCESSIBILITY CODE.7. ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.ASTANDARDS AND LOCAL LAWS.K-1479 12"x6" PLAQUE TYPICAL AT ALL VANACCESSIBLE PARKING SPACESPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATION2'-9"3'-0"WHITE LEGEND RED BACKGROUND30"30"CURB TAPERB612 CURB AND GUTTERTRANSITIONLENGTH VARIESSEE PLAN20"REQUIREDVEHICLE IDFOR VIOLATIONUP TO $200 FINEPAVEMENT SECTIONS ARE PROVIDED AS A COURTESY ONLY.REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT,SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTSSIGN TYPE PER PLAN7" 4,000 PSI CONCRETE PERMNDOT 23014" AGGREGATE BASE PER MNDOTCLASS V IN SECTION 3138APPROVED SUBGRADEHEAVY DUTY CONCRETEPAVEMENT DETAILN.T.S.SIGN POST INSTALLATION DETAIL1N.T.S.PAVEMENT DETAILS (FOR REFERENCE ONLY)8N.T.S.ACCESSIBLE PARKING SIGNAGE2N.T.S.ACCESSIBLE PARKING SYMBOL3N.T.S.TYPICAL ACCESSIBLE STALL PARKING4N.T.S.CONCRETE CURB TRANSITION5N.T.S.R1-1 30"X30" "STOP" SIGN61.5" BITUMINOUS WEAR COURSE PERMNDOT 2360 MV, SPWEB340CPR. MNDOT SPEC 2357 TACK COAT1.5" BITUMINOUS BASE COURSEPER MNDOT 2360 MV, SPNWB330B6" AGGREGATE BASE PER MNDOTCLASS V IN SECTION 3138EX. APPROVED SUBGRADESTANDARD DUTYASPHALT PAVEMENT2.0" BITUMINOUS WEAR COURSE PERMNDOT 2360 MV, SPWEB340CPR. MNDOT SPEC 2357 TACK COAT2.0" BITUMINOUS BASE COURSEPER MNDOT 2360 MV, SPNWB330B8" AGGREGATE BASE PER MNDOTCLASS V IN SECTION 3138EX. APPROVED SUBGRADEHEAVY DUTY ASPHALTPAVEMENTFLUSH CURBTRANSITION CURBTRANSITION CURBSLOPE 3/4" per ft.Curb TypeXYB612 12" 20"B618 18" 26"B624 24" 32"13 1/2"6"Y"7"R3"R3"R1/2"8"X"31NOTE: EXPANSION JOINT SPACING IS 100'MIN. 3" CL. 5 UNDER C.&G.NO SCALEB6 CURB AND GUTTER913"6"6"7"8"12"313/8"1/2" PER FOOTNO SCALEB612 CURB & GUTTER (OUTFALL)101/2" R1/2" R3" R3" RTOP BIT. MATBASENO SCALECONCRETE FILLED PIPE BOLLARD12NO SCALEFLUSH CURB11 CODDDD87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTTNO PARKING865865865865865864864865865865864864865865865865865865863864863864865PROPOSED BUILDING±6,000 SFFFE=865.35PROPOSED UNDERGROUNDSTORMWATER DETENTION SYSTEMSEE SHEETS C501 & C503 FOR DETAILS865865865865865863864864864865865865ME/G:864.44G:864.16G:863.93G:863.59G:864.24G:864.77G:865.35864.85G:864.33G:863.22G:863.85G:862.88LP:863.76G:864.13G:864.03G:864.32FFE:865.35FFE:865.35FFE:865.35865.10FFE:865.35FFE:865.35FFE:865.35865.10864.85G:865.05G:865.35G:864.42T/G:864.49G:864.56G:864.79G:864.55G:864.78865.10864.29864.15T/G:865.29865.51T/G:865.35G:864.96G:864.41G:864.00G:864.26G:864.51ME/T:864.94G:865.22T:865.72T:864.92T:865.06T:864.51ME:865.33ME:865.32T:865.46G:864.66ME:864.29ME:863.97ME:863.34ME:863.64ME:862.92ME:863.93ME:863.72ME/G:863.76ME/T:864.26ME:864.46T:865.16FFE:865.35CBMH-101STMH-100CB-101STMH-400STMH-200CB-201RD-01RD-02RD-03STCO-01STRM-01CBMH-102STRM-02RD-04RD-05RD-08RD-07STMH-300CBMH-301CB-301STRM-04RD-062.65%1.59%1.59%3.27%1.56%2.50%2.50%2.55%1.28%1.64%2.28%2.50%2.50%2.85%3.69%3.00%2.09%2.39%1.88% 1.11%3.62%4.39%2.41%3.40%1.59%3.88%0.44%1.45%5.36%1.53%2.63%4.59%6.83%4.52%0.89%STRM-03EOF:864.35EOF:864.23864.59864.67G:864.85G:865.12G:864.84GRADE BREAKEOF:864.26STUB RD-09ME:863.79ME:863.96SEE DETAIL BELOWT/G:863.40T/G:863.28T/G:863.25T/G:863.32T/G:863.45T/G:863.38T/G:863.65T/G:863.72ME:863.72ME:863.79ME:863.96ME:864.42ME:863.76ME:864.26ME:863.16ME:863.11ME:863.34ME:863.54ME:863.52ME:864.34ME:864.47ME:863.90ME:863.79T:864.36G:863.14G:863.59G:863.56G:863.49863.31863.79863.87863.39863.40863.89863.79864.17863.69863.79863.74864.25864.30864.25G:863.86T:863.95T:863.88T:864.091.75%8.14%1.43%3.02%3.36%3.39%3.87%3.75%3.09%3.89%3.79%1.90%1.81%T:863.598.04%1.56%2.45%2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg April 12, 2023 - 1:31pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJNORTHGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO, SPECIFICATIONSAND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYSPRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSETANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEWSURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLEDPROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWERALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADEELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITYITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTORAND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT ANDELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITHSMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETESIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETSAND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUMOF 4" OF TOPSOIL.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMPSLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPESEXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALLACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALKACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTORSHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIORTO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4'OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWERUNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLECONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBINGCODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETEPAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHEREPAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAYFROM GUTTER.PROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW ELEVATIONT/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODPROPOSED RIDGE LINEPROPOSED SWALEPROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0BW:0.0RPREPARED FORGRADING ANDDRAINAGE PLANC500CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNLIMITS OF DISTURBANCE (OFFSET FOR CLARITY) 87TH STREET NORTHEASTPARRISH AVENUE NORTHEAST1.0 1.4 1.8 2.0 E D F 1.0 1.9 3.0 4.0 5.0 D A A B B C C 3.0 4.0 5.0TCODDDDBMP 1PRINSCO HS-75 OR APPROVED EQUALPIPE IE: 859.10TOTAL STORAGE VOLUME PROVIDED: 9,034 CFTREATMENT VOLUME PROVIDED (BELOW EL. 859.95'): 3,791 CF100-YR HWL: 861.94'PROPOSED LIGHTAUTOMOTIVE REPAIRBUILDING±6,000 SFFFE: 865.35'CATCH BASINDRAIN TILE (TYP.)CBMH-102CBMH 48" 2'RE:864.16IE:859.78 SEIE:859.78 NRD-05ROOF DRAINCONNECTIONIE:860.61 NWRD-04ROOF DRAINCONNECTIONIE:860.47 WRD-07ROOF DRAINCONNECTIONIE:860.23 ERD-08ROOF DRAINCONNECTIONIE:860.44 NESTMH STMH-300STMH 48"W/ PRINSCO PRESERVEROR APPROVED EQUALRE:864.18IE:859.20 EIE:859.20 SWCBMH CBMH-301CBMH 48" 2' x 3'RE:863.76IE:859.41 NEIE:859.41 WCB CB-301CB 24"x36"RE:862.88IE:859.49 SWRD-06ROOF DRAINCONNECTIONIE:859.58 ESTRM-04CONNECT TO UNDERGROUNDSTORMWATER BMPIE:859.20 WSTMH STMH-400STMH 48" 2'RE:864.25IE:859.10 ESTMH STMH-200STMH 48"W/ PRINSCO PRESERVEROR APPROVED EQUALRE:864.29IE:859.20 SCB-201CBMH 48" DIA.RE:864.00IE:859.25 SWIE:859.25 N STMH-100STMH 48"RE:864.56IE:859.20 SWIE:859.20 NCB-101CB 24"x36"RE:864.43IE:859.43 SCBMH-101CBMH 48" 2'RE:864.15IE:859.40 SIE:859.40 EIE:859.40 NERD-01ROOF DRAINCONNECTIONIE:859.97 WRD-03ROOF DRAINCONNECTIONIE:860.16 WRD-02ROOF DRAINCONNECTIONIE:860.16 SWSTCO-01CLEANOUTRE:865.19IE:860.07 EIE:860.07 NEIE:860.07 WSTRM-01WYE CONNECTIONIE:859.52 SIE:859.52 EIE:859.52 NSTRM-02WYE CONNECTIONIE:860.03 SEIE:860.03 EIE:860.03 NW40 LF - 15" HDPE@ 0.50%46 LF - 12" HDPE@ 0.50%28 LF - 8" PVC@ 2.00%28 LF - 8" PVC@ 2.00%24 LF - 15" HDPE@ 0.50%52 LF - 12" HDPE@ 0.50%13 LF - 8" PVC@ 2.00%29 LF - 8" PVC@ 2.00%22 LF - 8" PVC@ 2.00%4 LF - 8" PVC@ 2.00%4 LF - 8" PVC@ 2.00%11 LF - 12" HDPE@ 0.50%19 LF - 8" PVC@ 2.00%10 LF - 15" HDPE@ 2.00%4 LF - 12" HDPE@ 2.00%38 LF - 12" PVC@ 2.00%24 LF - 8" PVC@ 2.00%13 LF - 8" PVC@ 2.00%STRM-03WYE CONNECTIONIE:859.96 SWIE:859.96 WIE:859.96 NE8 LF - 8" PVC@ 2.00%STUB RD-09IE:859.41 NE2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg April 12, 2023 - 1:32pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJNORTHGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM SEWERPROPERTY LINELEGENDPROPOSED SANITARY SEWERPROPOSED WATERMAINCOPROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONDRPREPARED FORSTORM SEWERPLANC501CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNPROPOSED CATCH BASIN DRAIN TILE 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg April 12, 2023 - 1:33pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FORGRADING DETAILSC502CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNe of and improppppper reliance on this document without written authorization 1:33pmn and adaptation by Kimley-Horn and Associates, Inc. shall be without liaability to Kimley-Horn and AssocFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLYUNDERGROUND STORMWATER MANAGEMENT NOTES1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THEUNDERGROUND SYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUNDSYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEWAND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM.2. CONTRACTOR SHALL OVER-EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVEPOORLY GRADED SANDY SOILS. EXCAVATION SHALL BE REPLACED WITH SUITABLEENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATEPER SECTION 3149.2H. DEPTHS OF FILL/URBAN FILL EXPECTED TO VARY, CONTRACTOR SHALLVERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLINGUNDERGROUND SYSTEM.3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THEDESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THEPOORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILSMEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER.4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARYDRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER ASIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS.5. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATIONSYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASINEXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.6. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OFENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING ANDCOMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET.7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCHSHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PERMANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILTFENCE AND OR BIO-ROLLS SUCH THAT ON-SITE SOILS DO NOT ENTER THE TRENCHEXCAVATION AND CLOG UP THE BOTTOM/SIDES OF THE TRENCH LIMITING THE INFILTRATIONCAPACITY OF THE UNDERGROUND SYSTEM.8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVESOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS METWITH INFILTROMETER TESTS.9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANSDEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, ANDSTORMWATER MANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES) CONFORM TODESIGN AND/OR PLANS AS APPROVED BY THE CITY.10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARERESTORED. IF NOT POSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OFOCCUPANCY.ROOF DRAIN / DOWNSPOUTCONNECTION DETAILN.T.S.STMH-400CASTING NEENAH 1642 OR EQUIVALENT48" OUTLET CONTROL STRUCTURE12" OUTLET PIPEIE: 859.10PRINSCO END CAPTOP CHAMBER: 861.60CHAMBER IE : 859.10STONE TO MEET MANUFACTURER RECOMMENDATIONS, NO LIMESTONE(OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEENOR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM6"x48" PRECAST WEIRWALL, BYPASS WEIREL: 861.90WATER QUALITY VOLUMEELEVATION: 859.95TOP STONE: 862.10OUTLET CONTROL STRUCTUREN.T.S.STONE INV: 858.606"x12" RECTANGULAR ORIFICEEL: 859.95PAVEMENT SECTION(PER PLAN)8"4"8"COARSE FILTERAGGREGATE (PERGEOTEXTILE FABRIC6" PERFORATEDDRAIN TILE(PER MNDOT 3733 TYPE 1)WYE DRAINTILE INTO CATCHBASIN AT LOW POINT.NON-WOVEN PLACE DRAINTILE DIRECTLY BENEATHCLASS V AGGREGATE. WRAP DRAINTILEWITH FILTER AGGREGATE AS SHOWN INSECTION VIEW.MNDOT 3149.2.H)CATCH BASIN DRAIN TILEN.T.S.12"6" 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg April 12, 2023 - 1:33pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FORGRADING DETAILSC503CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNFOR REFERENCE ONLYT FOFOFOFOFOFFR RRRRRCOCOCOCCNSNSSNSTRTRTRTRUCUCUCUCTITITITIONONONO200100300 1.0 1.4 1.8 2.0 E D F 1.0 1.9 3.0 4.0 5.0 D A A B B C C 3.0 4.0 5.0TDDDD COCOSS-348" SSWR SAMPLING MHRE:865.02IE:856.82 NIE:856.82 EIE:856.82 SSS-2CLEANOUTRE:864.97IE:857.07 EIE:857.07 SSS-4CLEANOUTRE:864.85IE:856.36 NIE:856.36 SESS-548" SSWR DROP MHCONTRACTOR TO VERIFY INVERTSPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF DISCREPANCIESRE:864.60IE:855.25 NWIE:844.66 S23 LF - 6" PVC@ 2.00%13 LF - 6" PVC@ 2.00%56 LF - 6" PVC@ 2.00%14 LF - 6" PVC@ 2.00%CONTRACTOR SHALLCOORDINATE DRY UTILITYCONNECTIONS WITH THEIRRESPECTIVE PROVIDERCONNECT TO EXISTING 6" WATER SERVICE STUBWITH CORP STOP. CONTRACTOR TO LOCATEDEXISTING WATER PRIOR TO CONSTRUCTIONPROPOSED TELECOMCONNECTION, SEE MEPPLANS FOR CONTINUATION,FOR REFERENCE ONLYPROPOSED GASCONNECTION, SEE MEPPLANS FOR CONTINUATION,FOR REFERENCE ONLYPROPOSED ELECTRICCONNECTION, SEE MEPPLANS FOR CONTINUATION,FOR REFERENCE ONLYPIPE CROSSING6" SANITARY TOP: 857.2612" STORM IE: 860.27CLEARANCE: 3.01'PIPE CROSSING6" SANITARY TOP: 857.4312" STORM IE: 860.23CLEARANCE; 2.80'3/4" HDPE DOMESTICWATER SERVICEPROPOSED TRANSFORMER PER ELKRIVER MUNICIPAL UTILITIESSTANDARDS AND SPECIFICATIONSUNDERGROUND STORMWATERMANAGEMENT SYSTEM, SEESHEET C501 FOR DETAILSPROPOSED WATERCONNECTION, SEEMEP PLANS FORCONTINUATIONSS-1SSWR STUB, SEE MEP PLANSFOR CONTINUATIONIE:857.35 W2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg April 12, 2023 - 1:35pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJUTILITY PLAN NOTES1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2. 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' DEEP6" PVC SCHEDULE 40 PER ASTM D-1785DUCTILE IRON PIPE PER AWWA C1503. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUSTBLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THECITY SPECIFICATIONS AND PROJECT DOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE ORSTRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THESANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEETON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE AMINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 ORANSI 21.11 (AWWA C-151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFOREBACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, INGREEN AREAS, WITH WATERTIGHT LIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIONSTRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEWLINES.13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITYOF OTSEGO AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OFTHE WATER AND SEWER LINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THEINTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED ANDMAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTIONBLOCKING.SANITARY SEWER MANHOLESANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTING PROPOSEDPREPARED FORUTILITY PLANC600CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNKHA PROJECTDATESCALEDESIGNED BYDRAWN BYCHECKED BYNORTH 2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg April 12, 2023 - 1:35pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJPREPARED FORUTILITY DETAILSC601CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNe of and improper reliance on this document without written authorizationn and adaptation by Kimley-Horn and Associates, Inc. shall be without liaability to Kimley-Horn and AssocThis document, together with the concepts and designs presented herrein, as an instrument of service, is intended only for the specific purposee and client for which it was prepSANITARY/STORM CLEAN-OUTN.T.S.FOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLYFOR REFERENCE ONLY FOR REFERENCE ONLY TNO PARKING87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTPROPOSED LIGHTAUTOMOTIVE REPAIRBUILDING±6,000 SFW1-6LW1-6RW1-6R2CITY COMMENTS 04/12/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CHRISTIAN BROTHERS AUTOMOTIVE\Otsego, MN\3 Design\CAD\PlanSheets\C4-TRAFFIC CONTROL PLAN.dwg April 12, 2023 - 1:36pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1DLI SUBMITTAL 04/11/2023 CJJRNORTHPREPARED FORPRELIMINARYTRAFFIC CONTROLPLANT100CBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNNOTE:TRAFFIC CONTROL PLAN SHOWN FORREFERENCE ONLY.CONTRACTOR TO SUBMIT FINAL TRAFFICCONTROL PLAN TO CITY OF OTSEGO PRIOR TOCONSTRUCTION.CONTRACTOR TO PROVIDE TRAFFIC CONTROLPLAN AT PRE-BID MEETING.FOR REFERENCEONLY 87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTTNO PARKING(1) AA(1) AA(1) AA(22) SN(7) CK2(9) PL(9) JS2(7) JS(1) AA(95) PS(73) PSScale 1" = 20'10'40'20'0'LANDSCAPEPLANTINGSTEEL EDGING BETWEENSHRUB AREA AND TURFEXISTING TREE TOREMAIN, TYP.PROPERTY LINETHE CONTRACTOR SHALL INSTALL ROOT BARRIERSNEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATEDWITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOTBARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24"DEEP PANELS (OR EQUAL). BARRIERS SHALL BELOCATED IMMEDIATELY ADJACENT TO HARDSCAPE.INSTALL PANELS PER MANUFACTURER'SRECOMMENDATIONS. UNDER NO CIRCUMSTANCESSHALL THE CONTRACTOR USE ROOT BARRIERS OF ATYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.ROOT BARRIERSMULCHESAFTER ALL PLANTING IS COMPLETE, CONTRACTORSHALL INSTALL 4" THICK LAYER OF RIVER COBBLE,1"-2" DIA., OVER LANDSCAPE FABRIC (ANY APPROVED)IN ALL PLANTING AREAS (EXCEPT FOR TURF ANDSEEDED AREAS). CONTRACTOR SHALL SUBMITSAMPLES OF ALL MULCHES TO LANDSCAPEARCHITECT AND OWNER FOR APPROVAL PRIOR TOCONSTRUCTION. ABSOLUTELY NO EXPOSED GROUNDSHALL BE LEFT SHOWING ANYWHERE ON THEPROJECT AFTER MULCH HAS BEEN INSTALLED(SUBJECT TO THE CONDITIONS AND REQUIREMENTSOF THE "GENERAL GRADING AND PLANTING NOTES"AND SPECIFICATIONS).GENERAL GRADING AND PLANTING NOTES1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HASREAD, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN).3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THESOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPEAREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREAAND PLANTING BED PREPARATION.b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES ASRECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROMSTRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OFPOTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDINGPOTENTIAL.c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKINGINTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOILTEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPERMULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, ATAPPROXIMATELY 18" AWAY FROM THE WALKS.e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TOMEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESENOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THEATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT ORDESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTINGAUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.).a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ONLEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANAND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FORGROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPEARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THEPROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVETO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FORADDITIONAL REQUIREMENTS FOR SUBMITTALS.5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THEOWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, ANDFOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.IRRIGATION CONCEPT1. AN AUTOMATIC IRRIGATION SYSTEM SHALL BEINSTALLED AND OPERATIONAL BY THE TIME OFFINAL INSPECTION. THE ENTIRE IRRIGATIONSYSTEM SHALL BE INSTALLED BY A LICENSEDAND QUALIFIED IRRIGATION CONTRACTOR.2. THE IRRIGATION SYSTEM WILL OPERATE ONPOTABLE WATER, AND THE SYSTEM WILL HAVEAPPROPRIATE BACKFLOW PREVENTIONDEVICES INSTALLED TO PREVENTCONTAMINATION OF THE POTABLE SOURCE.3. ALL NON-TURF PLANTED AREAS SHALL BE DRIPIRRIGATED. SODDED AND SEEDED AREASSHALL BE IRRIGATED WITH SPRAY OR ROTORHEADS AT 100% HEAD-TO-HEAD COVERAGE.4. ALL PLANTS SHARING SIMILAR HYDROZONECHARACTERISTICS SHALL BE PLACED ON AVALVE DEDICATED TO PROVIDE THENECESSARY WATER REQUIREMENTS SPECIFICTO THAT HYDROZONE.5. THE IRRIGATION SYSTEM SHALL BE DESIGNEDAND INSTALLED, TO THE MAXIMUM EXTENTPOSSIBLE, TO CONSERVE WATER BY USING THEFOLLOWING DEVICES AND SYSTEMS: MATCHEDPRECIPITATION RATE TECHNOLOGY ON ROTORAND SPRAY HEADS (WHEREVER POSSIBLE),RAIN SENSORS, AND MULTI-PROGRAMCOMPUTERIZED IRRIGATION CONTROLLERSFEATURING SENSORY INPUT CAPABILITIES.1CITY COMMENTS 04/14/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMC:\Users\eshep\EDG Dropbox\EDG - Shared\2023\CBA\CBA - Otsego MN - 87th St\CBA Otsego MN 2023-04-06.dwg April 11, 2023 - 10:02am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSHEET NUMBERPREPARED FORCBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNXXX03/01/2023AS SHOWNEMSEMSRMPROJECT NUMBERDATESCALEDESIGNED BYDRAWN BYCHECKED BYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTA.SIGNATURE: _____________________________TYPED NAME: ERIC M. SHEPLEYDATE: 04/11/2023 LICENSE NUMBER: 59933(800) 680-66304625 Lindell Blvd., Ste 200St Louis, MO 63101www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U PLP-1PROPERTY LINEPROPERTY LINEPROPERTY LINEEXISTING TREE TOREMAIN, TYP.EXISTING MONUMENT SIGN AND ASSOCIATEDLANDSCAPING TO REMAIN IN PLACETREESCODEQTYBOTANICAL / COMMON NAMECAL.CONT.SIZE10 EX. TREE TO REMAIN10 -AA 4 Acer x freemanii 'Jeffersred' TM 2.5" Cal. B&BAutumn Blaze Freeman MapleSHRUBSCODEQTYBOTANICAL / COMMON NAMECONTAINERSPACINGSIZEJS2 9 Juniperus chinensis 'Spartan' 5 gal. 4` OCSpartan JuniperJS 7 Juniperus x pfitzeriana 'Sea Green' 5 gal. 5` OCSea Green Pfitzer JuniperPS 168 Panicum virgatum 'Shenandoah' 5 gal. 36" OC 24" Min.Shenandoah Switch GrassPL 9 Physocarpus opulifolius 'Little Devil' TM 5 gal. 3` OCLittle Devil Dwarf NinebarkSN 22 Spiraea nipponica 'Snowmound' 5 gal. 3` OCSnowmound SpireaSHRUB AREASCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSIZECK2 15 Calamagrostis x acutiflora 'Karl Foerster' 1 gal. 30"Karl Foerster Feather Reed GrassGROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSIZETURF 6,394 sf Poa pratensis sodKentucky BluegrassPLANT SCHEDULERESTORE WITHSOD TO LIMITS OFDISTURBANCERESTORE WITHSOD TO LIMITS OFDISTURBANCERESTORE WITHSOD TO LIMITS OFDISTURBANCESTEEL EDGING BETWEENSHRUB AREA AND TURF LANDSCAPEDETAILS &SPECIFICATIONS1CITY COMMENTS 04/14/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMC:\Users\eshep\EDG Dropbox\EDG - Shared\2023\CBA\CBA - Otsego MN - 87th St\CBA Otsego MN 2023-04-06.dwg April 11, 2023 - 10:00am©SHEET NUMBERPROJECT NUMBERDATESCALEDESIGNED BYDRAWN BYCHECKED BYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTA.SIGNATURE: _____________________________TYPED NAME: ERIC M. SHEPLEYDATE: 04/11/2023 LICENSE NUMBER: 59933(800) 680-66304625 Lindell Blvd., Ste 200St Louis, MO 63101www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U PLP-2PLANT SPACINGSCALE: NTSB4X2X3215674123SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.MULCH, TYPE AND DEPTH PER PLANS. PLACE NOMORE THAN 1" OF MULCH WITHIN 6" OF PLANTCENTER.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.3" HIGH EARTHEN WATERING BASIN.567SHRUB AND PERENNIAL PLANTINGSCALE: NTSC8WEED FABRIC UNDER MULCH.8PLANTING SPECIFICATIONSTREE PLANTINGSCALE: NOT TO SCALEAPLANT CENTER (TYP.)EQUALEQUAL EQUALEDGE OF PLANTING AREAEQUALNOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERESHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACINGDISTANCE BETWEEN PLANTS.1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:TOTAL AREA / AREA DIVIDER = TOTAL PLANTSPLANT SPACINGAREA DIVIDERPLANT SPACINGAREA DIVIDER6" 0.22 18" 1.958" 0.39 24" 3.4610" 0.60 30" 5.4112" 0.87 36" 7.7915" 1.352) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THEPLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANTSPACING = TOTAL PLANT SUBTRACTIONEXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETERSTEP 1: 100 SF/1.95 = 51 PLANTSSTEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL5674189111012PREVAILINGWINDSNOTES:1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALLTHAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTHSHALL BE SUCH THAT THE ROOTBALL RESTS ONUNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVEFINISH GRADE.3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKETBEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVEREMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVEALL NYLON TIES, TWINE, ROPE, AND OTHER PACKINGMATERIAL. REMOVE AS MUCH BURLAP FROM AROUNDROOTBALL AS IS PRACTICAL.4. REMOVE ALL NURSERY STAKES AFTER PLANTING.5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREESTAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLYAROUND TREE.6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROMBENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNKMOVEMENT IN WIND.123TREE CANOPY.CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR12 GAUGE GALVANIZED WIRE WITH NYLON TREESTRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREESAND LARGER). SECURE TIES OR STRAPS TO TRUNKJUST ABOVE LOWEST MAJOR BRANCHES.GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTOUNDISTURBED SOIL.24" X 3/4" P.V.C. MARKERS OVER WIRES.PRESSURE-TREATED WOOD DEADMAN, TWO PERTREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND18" MIN. INTO UNDISTURBED SOIL.MULCH, TYPE AND DEPTH PER PLANS. DO NOTPLACE MULCH WITHIN 6" OF TRUNK.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.4" HIGH EARTHEN WATERING BASIN.TRUNK FLARE.CONIFEROUSTREEPREVAILINGWINDSSTAKING EXAMPLES (PLAN VIEW)2467891011143X ROOTBALL DIA.523512NON-CONIFEROUSTREE1313FINISH GRADE.ROOT BARRIER - PLAN VIEWSCALE: NOT TO SCALEDGENERALA. QUALIFICATIONS OF LANDSCAPE CONTRACTOR1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING INLANDSCAPE PLANTING.2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THEOWNER FOR FURTHER QUALIFICATION MEASURES.3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCALJURISDICTION.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR,SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION,INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS,NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONSREQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITSREQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OFMATERIALS.3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER,ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.PRODUCTSA. ALL MANUFACTURED PRODUCTS SHALL BE NEW.B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED,HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUNSCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, ANDSHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILESOF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROMENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THEPLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE.4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVEDFROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THECONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BEALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THEACCEPTABILITY OF PLANT MATERIAL.5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILLNOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THEROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOTFLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOTBALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUMOF THE CALIPER OF THE THREE LARGEST TRUNKS.8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLAREHAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURETURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROMSUPPLIER STATING THE COMPOSITION OF THE SOD.D. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS,AND SEEDS.E. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS.NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED.F. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS INPROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTINGAGENCY (SEE BELOW).G. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOPDRESSING OF TREES AND SHRUBS.H. TREE STAKING AND GUYING1. STAKES: 6' LONG GREEN METAL T-POSTS.2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECTTREE TRUNKS FROM DAMAGE.L. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THESPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PERTHE MANUFACTURER'S LABELED RATES.METHODSA. SOIL PREPARATION1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPEAREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULDANY DISCREPANCIES EXIST.2. SOIL TESTING:a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THEPROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLESUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOILSURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALLTAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING.b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING:SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUMADSORPTION RATIO (SAR) AND BORON CONTENT.c. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THESOIL SAMPLES.d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING(AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERALORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZERAPPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSOPROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORTRECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE ORDECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLINGAFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BYMEANS OF ROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEiv. IRON SULPHATE - 2 LBS. PER CU. YD.5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATIONOF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALLLANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILEDINSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAINSLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVEDRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADINGPLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDINGGRADES AND ELIMINATE PONDING POTENTIAL.c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BENEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BEADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKINGSURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TOALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THEGRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKINGSURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPERTHE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18"AWAY FROM THE WALKS.f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICALREPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRINGSUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NODEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.B. SUBMITTALS1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT,AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES.2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOSOR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONSFROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTSFOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE).3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREESTAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY).4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEINGCONSIDERED.C. GENERAL PLANTING1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THEMANUFACTURER'S RECOMMENDED RATE.3. TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOTZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOIDINJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREAEXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNKDIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATIONOR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAPEXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHINTHE CANOPY DRIP LINES WITHIN 24 HOURS.d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOTUSE ANY SORT OF SEALERS OR WOUND PAINTS.C. TREE PLANTING1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THEROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVEANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOTDEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OFALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHESABOVE THE SURROUNDING GRADE.5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. ANDALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BEREQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOILFROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURALCLASS AND COMPOSITION IN THE ON-SITE SOIL.6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRESTAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES(BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION.SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, ORREPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:a. 1"-2" TREES TWO STAKES PER TREEb. 2-1/2"-4" TREES THREE STAKES PER TREEc. TREES OVER 4" CALIPER GUY AS NEEDEDd. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDEDTO STABILIZE THE TREEe. #15 CONT. - 24" BOX TREES TWO STAKES PER TREEf. 36"-48" BOX TREES THREE STAKES PER TREEg. OVER 48" BOX TREES GUY AS NEEDEDh. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDEDTO STABILIZE THE TREE7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THEINTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTHPER PLANS).D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THEPLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THEWEED BARRIER CLOTH IN PLACE.3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS,COVERING THE ENTIRE PLANTING AREA.E. SODDING1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS -DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIXINCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.H. MULCH1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS.2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPTAS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOTPROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLSSHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.I. CLEAN UP1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN ANEAT, ORDERLY CONDITION.2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.J. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OFDEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THENREQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THELANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'SSATISFACTION WITHIN 24 HOURS.3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEENRE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINALACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILLCOMMENCE.K. LANDSCAPE MAINTENANCE1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ONTHESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER.LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (ASAPPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED,MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL,TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THEIRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALLPLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKINGORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THELANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER.3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWINGCONDITIONS MUST OCCUR:a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONALDORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BYHEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHESBEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BAREAREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE)PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OFTHE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HISOWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIRANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPECONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BEATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORDDRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGHCHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.TYPICAL CURB AND GUTTERTYPICAL PLANTING AREALINEAR ROOT BARRIER MATERIAL. SEEPLANTING NOTES FOR TYPE ANDMANUFACTURER. INSTALL PERMANUFACTURER'S SPECIFICATIONS.TREE CANOPYTREE TRUNKTYPICAL WALKWAY OR PAVING1234561423565'5'5'5'OPEN LANDSCAPETO 10'PARKWAYOR ISLANDNOTES:1) INSTALL ROOT BARRIERS NEAR ALLNEWLY-PLANTED TREES THAT ARE LOCATEDWITHIN FIVE (5) FEET OF PAVING OR CURBS.2) BARRIERS SHALL BE LOCATED IMMEDIATELYADJACENT TO HARDSCAPE. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTORUSE ROOT BARRIERS OF A TYPE THATCOMPLETELY ENCIRCLE THE ROOTBALL. 87TH STREET NORTHEASTPARRISH AVENUE NORTHEASTTNO PARKINGEAEHHHEEEHHHHEEEEEEHHEHHHHEEEEM1" BALL VALVE1" R.P. ASSEMBLY1" MASTER VALVE / FLOW SENSORCR7.051"DRIPDRIP16.01"222.01"15.031"22.061"6.071"4.041"TREEQCQC1111111 1/411111 1/411111 1/411 1/21 1/2222221 1/2117.081"DRIP1 1/41 1/411 1/411Scale 1" = 20'10'40'20'0'IRRIGATION PLANEXISTING TREE TOREMAIN, TYP.PROPERTY LINE1CITY COMMENTS 04/14/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMC:\Users\eshep\EDG Dropbox\EDG - Shared\2023\CBA\CBA - Otsego MN - 87th St\CBA Otsego MN LI_2023-04-11.dwg April 11, 2023 - 1:00pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSHEET NUMBERPREPARED FORCBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNXXX03/01/2023AS SHOWNEMSEMSRMPROJECT NUMBERDATESCALEDESIGNED BYDRAWN BYCHECKED BYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTA.SIGNATURE: _____________________________TYPED NAME: ERIC M. SHEPLEYDATE: 04/11/2023 LICENSE NUMBER: 59933(800) 680-66304625 Lindell Blvd., Ste 200St Louis, MO 63101www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U PLI-1PROPERTY LINEPROPERTY LINEPROPERTY LINEEXISTING TREE TOREMAIN, TYP.EXISTING MONUMENT SIGN AND ASSOCIATEDLANDSCAPING TO REMAIN IN PLACEIRRIGATION DISCLAIMERTHIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OROUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTINGAREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALLVERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCHITEMS AT HIS OWN COST.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS ANDSPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLYAND SHALL NOT BE CONSIDERED ABSOLUTE.IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATIONCONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRINGUNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NOMORE THAN 25 WIRES. FOR PLAN CLARITY, ONLY SOME REPRESENTATIVE SLEEVES ARE SHOWN; SOME SLEEVESMAY NOT BE SHOWN.SLEEVING / WIRING NOTES:NO MACHINE TRENCHING SHALL BE PERMITTED WITHIN THE ROOT ZONE OF EXISTING TREES. HAND-DIG ONLY, WITHIN THE ROOT ZONES OF EXISTING TREES. NO ROOTS OVER 1" DIAMETER SHALL BE CUT. STAKE ALLPROPOSED TRENCH ROUTES NEAR EXISTING TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT BEFORE DIGGING BEGINS.COORDINATION WITH EXISTING TREESNOTE:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING AND UNCOVERING EXISTING UTILITIES IN THE VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN EXACTMATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATEBEFORE PROCEEDING WITH WORK.AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVESINSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2PER VALVE) AS PER DETAIL ON SHEET LI-2. INSTALL AIR RELIEF VALVES ON DRIPSYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS.POINT OF CONNECTIONCONNECT MAINLINE DOWNSTREAM OF 1" WATERMETER (BY OTHERS). VERIFY LOCATION IN FIELD.CONTROLLER NOTELOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION INFIELD WITH OWNER'S REPRESENTATIVE.120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATIONCONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS.HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THEIRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATELOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNERAND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS.VALVE KEYRAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVESEE INSTALLATION NOTE #N-5 REGARDING TREE BUBBLER LATERAL PIPERAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECKVALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.RAIN BIRD R-VAN14 1806-SAM-P45, TURF ROTARY, 8`-14` 45°-270° AND 360° HAND ADJUSTABLEMULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.RAIN BIRD R-VAN18 1806-SAM-P45, TURF ROTARY, 13`-18` 45°-270° AND 360° HAND ADJUSTABLEMULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD PEB SERIES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.RAIN BIRD R-VAN24 1806-SAM-P45, TURF ROTARY, 17`-24` 45°-270° AND 360° HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVEAND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.SYMBOLMANUFACTURER/MODELLASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE IRRIGATION LATERAL LINE: CLASS 200 IRRIGATION MAINLINE: SCHEDULE 40 PVC IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTEDL.I.C. SHALL SELECT R-VAN SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTEDFOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)SEE INSTALLATION NOTE #N-5 REGARDING TREE BUBBLER LATERAL PIPEMIRRIGATION WATER METER AND TAP, SIZE AS NOTED ON THE PLANCRAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLERWR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTEDNOTE: AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTHRAINBIRD 33-DNP QUICK COUPLING VALVE WITH LOCKING PURPLE COVER AND 3/4" PVC BALL VALVEQC"MASTER" ELECTRIC VALVE ( SAME SIZE AS METER ) WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATORXCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM. (40PSI) QUICK-CHECK BASKET FILTERS. FLOW RANGE: 15-62GPM.XCZ-150-PRB-LCDR - 1-1/2" PESB-R SCRUBBER GLOBE VALVE WITH SINGLE 1-1/2" PRESSURE REGULATING *** ALL PIPE TO BE SIZED SUCH THAT FLOWS WILL NOT EXCEED VELOCITY OF 5 FPS ***R AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN NARROW TURF AREAS INSTALLED AT 4" DEPTH IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE.IRRIGATION LEGENDZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODEWITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION IRRIGATIONDETAILS1CITY COMMENTS 04/14/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMC:\Users\eshep\EDG Dropbox\EDG - Shared\2023\CBA\CBA - Otsego MN - 87th St\CBA Otsego MN LI_2023-04-11.dwg April 11, 2023 - 12:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSHEET NUMBERPREPARED FORCBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNXXX03/01/2023AS SHOWNEMSEMSRMPROJECT NUMBERDATESCALEDESIGNED BYDRAWN BYCHECKED BYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTA.SIGNATURE: _____________________________TYPED NAME: ERIC M. SHEPLEYDATE: 04/11/2023 LICENSE NUMBER: 59933(800) 680-66304625 Lindell Blvd., Ste 200St Louis, MO 63101www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U PLI-2CONTROL ZONE KITN.T.S.DRIP TUBEN.T.S.TREE BUBBLERN.T.S.REMOTE CONTROL VALVEN.T.S.DRIP END FEED LAYOUTDRIP CENTER FEED LAYOUTDRIP ISLAND LAYOUTMANUAL LINE FLUSH VALVEN.T.S.N.T.S.N.T.S.N.T.S.WALL MOUNT CONTROLLERN.T.S.81056297431PAVEMENT SURFACETRENCH BACKFILLSCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZESCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZELOCATOR WIRE W/BURIED CAUTION TAPEPVC IRRIGATION MAINLINESLEEVINGTRENCHING23511101346987FINISH GRADEPVC IRRIGATION LATERALSAND BACKFILLSCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA.11CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS18" MIN.24" MIN.12" MIN.18" MIN.118" MIN.24" MIN.224" MAX18" MIN.24" MAX98712PVC CAP, SOLVENT WELDED4" MIN.12TYP.212" SUMPDEPTH12" DIA.GRAVEL FILLSUMP PIT12NOTE:AUTOMATIC VALVES ARE TO BE LOCATEDAT LOW POINTS OF LATERAL LINES.LOCATE END DRAIN VALVE 12"UPSTREAM FROM LAST HEAD.PIPE TRENCH1FINISH GRADE45d TO 30d GAP BELOWHORIZONTAL33LATERAL LINE PIPE4 AUTOMATIC DRAIN VALVE4AUTOMATIC DRAIN VALVEN.T.S.N.T.S.PIPE AND SLEEVE INSTALLATIONWATER TAP DIAGRAMN.T.S.CITY MAINLINEISOLATION VALVE (PER PLAN)5WATER METERSERVICE LINETAP2341BACKFLOW DEVICE (WHERE SHOWN)86BLOW OFF VALVE (BOV)7MANUAL DRAIN VALVE (BALL VALVE)WINTERIZATION PROCEDURE:1. TURN OFF EITHER THE METER AND ISOLATIONVALVE (DEDICATED IRRIGATION METER) ORISOLATION VALVE (DOMESTIC TAP).2. OPEN ONE CONTROL VALVE TO RELIEVEPRESSURE3. SLOWLY OPEN MANUAL DRAIN VALVE.4. REPEAT PROCEDURE FOR ALL MANUAL DRAINVALVES ALONG IRRIGATION MAINLINE.5. CLOSE MANUAL DRAIN VALVES AND BLOW OUTREMAINING WATER FROM THE BLOWOUT VALVE.SLOWLY INCREASE AIR PRESSURE, NOT TOEXCEED 80 PSI. DO NOT BLOWOUT SYSTEMFROM BACKFLOW. BLOWOUT SYSTEM TWICEBUT NOT TO EXCEED AT MORE THAN 2 MIN.INTERVALS.MMDEDICATED IRRIGATION TAPIRRIGATION CONNECTION FROM DOMESTIC WATER12345678TOIRRIGATIONSYSTEMTODOMESTICSYSTEMTO IRRIGATIONSYSTEM12348765BOVBOVPOP-UP SPRAY HEADN.T.S.N.T.S.RP DEVICEN.T.S.RP DEVICE WITH INSULATED COVERN.T.S.RAIN SENSOR, ROOF MOUNT2112PARAPET OR EAVEAUTOMATIC RAIN SENSOR -INSTALL PER MANUFACTURER'SINSTRUCTIONSDRIP ZONE INDICATORN.T.S.N.T.S.QUICK COUPLER VALVE WITH PVC BALL VALVE IRRIGATIONSPECIFICATIONS1CITY COMMENTS 04/14/2023 CPHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LAND, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMC:\Users\eshep\EDG Dropbox\EDG - Shared\2023\CBA\CBA - Otsego MN - 87th St\CBA Otsego MN LI_2023-04-11.dwg April 11, 2023 - 12:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSHEET NUMBERPREPARED FORCBA - OTSEGO, MNCHRISTIAN BROTHERSAUTOMOTIVEOTSEGOMNXXX03/01/2023AS SHOWNEMSEMSRMPROJECT NUMBERDATESCALEDESIGNED BYDRAWN BYCHECKED BYI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTA.SIGNATURE: _____________________________TYPED NAME: ERIC M. SHEPLEYDATE: 04/11/2023 LICENSE NUMBER: 59933(800) 680-66304625 Lindell Blvd., Ste 200St Louis, MO 63101www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U PLI-3IRRIGATION SPECIFICATIONSGENERALA. QUALIFICATIONS OF IRRIGATION CONTRACTOR1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATIONCONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FORSPECIFIC EQUIPMENT AND SYSTEM LAYOUT.2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATIONINSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSEDIRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK ISIN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTORPROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITEAND SUPERVISING ALL IRRIGATION WORK.3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALLMATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMSTHAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES ANDREGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCALAUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OFCONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALLPREVAIL.3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPEAREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATIONINSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER,BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATEDEQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS.4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN INHARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN ACOMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELDADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.PRODUCTSA. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BETHE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OFONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BEOF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVEDEQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FORAN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTORMAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS.INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTIONDETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.C. PIPING1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION:a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESSb. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"c. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER2. SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200PVC3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALLBEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBERCORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THEOPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS.E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKINGBOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAINTHE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVESTATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS.G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAYNOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS.H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITHINTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THETUBING ASSEMBLY.I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF ENCLOSUREFOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUNDFAULT PROTECTION.J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL,SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLORSTATION AND COMMON WIRE.1. STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE2. COMMON WIRE - WHITE3. EXTRA COMMON WIRES - BLUEK. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICESSHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.L. RAIN SENSOR: TYPE AND MODEL PER PLANS.METHODSA. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHINPAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, ANDSHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ONPLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADEIRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOINSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWNCOST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SOPLACEMENT LOCATION IS CORRECT.B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TOCOMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHERAPPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANSAND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'SREPRESENTATIVE IMMEDIATELY.C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWNON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADESOR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCHOBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATIONDESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATIONCONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.D. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITHTHE INSTALLATION OF THE IRRIGATION SYSTEM.E. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS ATLEAST 65 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, DO NOT PROCEEDWITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAININGSUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATIONCONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THEIRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TOENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED INSUCH CIRCUMSTANCES.F. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE STARTOF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONSOF WALLS, STRUCTURES AND UTILITIES.G. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLERAND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.H. TRENCHING NEAR EXISTING TREES:1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THECRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CAREAND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ ISDEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH ARADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THEAVERAGE GRADE AT THE TRUNK).2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINEEXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERETREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNELUNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEPMOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TOAIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.I. BACKFILL1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILLMATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH,SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPEDURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH INANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVELANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHESOF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL.2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BEUNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLYAND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THECONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIALCONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREEOF DEBRIS.J. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTINGWATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALLMAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITECONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATIONDETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TOSERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTERION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW).K. PIPING:1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OFSMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BEAPPROVED.2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES (24"FOR MAINLINE 3"-5", AND 30" FOR MAINLINE 6" AND GREATER). LATERAL PIPE SHALL BEINSTALLED WITH A MINIMUM COVER OF 12 INCHES.3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALETHREADS ONLY.4. ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMERAND GLUE.5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANYOTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER.L. VALVES1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATIONDETAILS.2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVELLOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24"OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE INTURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH).3. EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATIONNUMBER.4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX.M. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THEIRRIGATION DETAILS.1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE.2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, ANDSECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 24"-36" ON CENTER.N. SPRAY, ROTOR, AND BUBBLER HEADS:1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISECLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKINGSHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFOREINSTALLATION.2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH FLEXPVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITHWELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TOLATERAL LINES WITH PRE-MANUFACTURED SWING JOINTS.3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TOFINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANYBUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, WITH A CLEARANCE OF TWELVE INCHES(MINIMUM) FROM BUILDINGS, UNLESS OTHERWISE SPECIFIED.4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTEDFOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.5. LATERAL PIPE TO TREE STREAM BUBBLER HEADS IS OMITTED FOR GRAPHIC CLARITY.CONNECT TREE BUBBLER HEADS TO VALVES AS SHOWN WITH CLASS 200 PVC PIPE SIZED TOALLOW A MAXIMUM FLOW VELOCITY OF 5 FEET PER SECONDO. AUTOMATIC CONTROLLER:1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALLCONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER.2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TOCONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BETHE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROMTHE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY.3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NOSPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAYBE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALLSPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THECONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALLSPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACHCONNECTION.4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES.5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICEKIT" (UNLESS OTHERWISE SPECIFIED).6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OFMAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OFIRRIGATION CONTROLLERS.7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRESLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES.P. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATIONWITH THE OWNER. PROVIDE MINIMUM 5' CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREEAND CLEAR OF ANY TREE CANOPY OR OTHER OVERHEAD OBSTRUCTIONS, AND ABOVE THE HEIGHTOF THE SPRINKLER COVERAGE. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TOENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATERAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THEIRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THEOWNER.Q. THE PUMP SHALL NOT BE STARTED UNTIL A REPRESENTATIVE OF THE PUMP MANUFACTURERINSPECTS THE INSTALLATION AND START-UP. ANY DAMAGE TO THE PUMP WITHOUT A WRITTENREPORT FROM THE MANUFACTURER'S REPRESENTATIVE SHALL, AT THE OWNER'S OPTION, BEIMMEDIATELY REPAIRED OR REPLACED AT THE CONTRACTOR'S OWN COST.R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED ASPER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.S. QUALITY CONTROL1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANYPLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THECONSTRUCTION MANAGER.2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATEREDCOMPLETELY AND UNIFORMLY.3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDINGREALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.T. CLEAN UP1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALLWORK AREAS IN A NEAT, ORDERLY CONDITION.2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.U. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITECLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATIONCONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINALACCEPTABILITY.2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THECONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'SSATISFACTION WITHIN 24 HOURS.3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTEDBY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINALACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEEPERIODS WILL COMMENCE.4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17"COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THECONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREASCOVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE.5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION:a. QUICK COUPLER KEYS (2)b. CONTROLLER MANUAL (1)c. CONTROLLER KEYS (2)d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORDOF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTEDTHROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWINGMARKUPS.V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCEAND START OF THE MAINTENANCE PERIOD.W. WARRANTY1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR ANDMATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OFFINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANYSETTLEMENT OF THE IRRIGATION TRENCHES.2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHERNON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THEOWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTSSHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BEINSTALLED AS ORIGINALLY SPECIFIED.3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THEOWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY.X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATIONCONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATIONAUDITOR, AT NO ADDITIONAL COST TO THE OWNER.VALVE KEYRAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVESEE INSTALLATION NOTE #N-5 REGARDING TREE BUBBLER LATERAL PIPERAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECKVALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.RAIN BIRD R-VAN14 1806-SAM-P45, TURF ROTARY, 8`-14` 45°-270° AND 360° HAND ADJUSTABLEMULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.RAIN BIRD R-VAN18 1806-SAM-P45, TURF ROTARY, 13`-18` 45°-270° AND 360° HAND ADJUSTABLEMULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD PEB SERIES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.RAIN BIRD R-VAN24 1806-SAM-P45, TURF ROTARY, 17`-24` 45°-270° AND 360° HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVEAND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.SYMBOLMANUFACTURER/MODELLASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE IRRIGATION LATERAL LINE: CLASS 200 IRRIGATION MAINLINE: SCHEDULE 40 PVC IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTEDL.I.C. SHALL SELECT R-VAN SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTEDFOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)SEE INSTALLATION NOTE #N-5 REGARDING TREE BUBBLER LATERAL PIPEMIRRIGATION WATER METER AND TAP, SIZE AS NOTED ON THE PLANCRAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLERWR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTEDNOTE: AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTHRAINBIRD 33-DNP QUICK COUPLING VALVE WITH LOCKING PURPLE COVER AND 3/4" PVC BALL VALVEQC"MASTER" ELECTRIC VALVE ( SAME SIZE AS METER ) WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATORXCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM. (40PSI) QUICK-CHECK BASKET FILTERS. FLOW RANGE: 15-62GPM.XCZ-150-PRB-LCDR - 1-1/2" PESB-R SCRUBBER GLOBE VALVE WITH SINGLE 1-1/2" PRESSURE REGULATING *** ALL PIPE TO BE SIZED SUCH THAT FLOWS WILL NOT EXCEED VELOCITY OF 5 FPS ***R AREA TO RECEIVE DRIPLINERAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN NARROW TURF AREAS INSTALLED AT 4" DEPTH IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE.P.O.C. NUMBER: 01Water Source Information: Irrigation Meter, By OthersFLOW AVAILABLEWater Meter Size: 1"Flow Available: 30 gpmPRESSURE AVAILABLEStatic Pressure at POC: 68.00 psiService Line Size: 1"Length of Service Line:20.00 ftPressure Available: 65.00 psiDESIGN ANALYSISMaximum Multi-valve Flow: 22.0 gpmFlow Available at POC:30.0 gpmResidual Flow Available: 8.0 gpmCritical Station: 6 Design Pressure: 35.00 psi Friction Loss: 0.65 psi Fittings Loss: 0.06 psi Elevation Loss: 0.00 psi Loss through Valve: 2.90 psiPressure Req. at Critical Station: 38.61 psiLoss for Fittings: 1.10 psiLoss for Main Line: 1.9 psiLoss for POC to Valve Elevation: 0.0 psiLoss for Backflow: 11.0 psiLoss for Master Valve: 3.0 psiLoss for Water Meter: 3.4 psiCritical Station Pressure at POC: 59.01 psiPressure Available:65.00 psiResidual Pressure Available: 5.99 psiCRITICAL ANALYSIS3. USE OF RAIN SENSOR SHUT OFF OVER-RIDE DEVICE2. NO OVERSPRAY ONTO PAVEMENT PERMITTED1. SEPARATE TURF / SHRUB ZONES FOR SCHEDULING ADJUSTMENT IRRIGATION WATER CONSERVATION SHALL BE ACCOMPLISHED THROUGH THE FOLLOWING EFFORTS:WATER CONSERVATIONIRRIGATION LEGENDZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODEWITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION