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Item 3.1 Christian Bros AutoGRCITEM 3_7 TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht REPORT DATE: 12 April 2023 60 -DAY DATE: 5 May 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 proposed development has been noticed for the Planning Commission meeting on 17 April 2023. Exhibits: ■ Site Location Map ■ Project narrative dated March 6, 2023/Scope Of Work ■ CUP Narrative dated March 6, 2023 ■ Signage Plan dated 03/06/2023 (7 sheets) ■ Exterior Elevations dated 3.3.23 ■ Site Development Plans dated 03/06/2023 (16 sheets) ■ Landscape Plan dated 03/01/2023 (5 sheets) ■ Site Photometric Plan dated 3.3.23 1 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 proposed minor auto repair use will serve both local and regional patrons consistent with the intended land uses for this commercial area. 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. 1 5 + ---- vm�MY4 Smmr2akea E y Surrounding Uses. 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. The proposed use will be compatible and complimentary to existing and planned land uses in the area. 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: 2 ■ Hours. Section 11-75-6.F.1 of the Zoning Ordinance limits the hours of operation for minor auto repair uses to 7:OOAM to 10:OOPM unless otherwise extended by the City Council. ■ 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. ■ 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. ■ 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 that the performance standards of Section 11-75-6.F of the Zoning Ordinance be made conditions of approval. 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 871h 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. 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 3 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 11-19-2.13.3 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 87t" 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) 87" St. East North Parking ROW Interior 30ft. 30ft. Oft. Oft. 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 38 parking stalls, a surplus of 11 stalls. We recommend that the two stalls to the north of the access be eliminated so as to improve visibility at the drive aisle intersection within the SuperTarget parking area at the northeast corner of the subject site. 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 11-21-7.13 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 11-21-7.0 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. 0 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 11-18-4.0 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. The submitted plans also include proposed 59 square foot, 15 foot high free standing sign at the southeast corner of the lot. The proposed freestanding sign is not allowed by the GRC PUD Design Guidelines in consideration of either signs located on the existing common structures or the allowance of wall signs on all four elevations of the principal building 5 Lot 1 Lot 1 Lot 3� Block 2 alth St uWtA —' Block 3 Lot 2 Lot 2 12 oaua c ,9 N.E. 85th St. Legend Interstate Monument/ "'a - Pylon Sign Gateway Monument Sign �(] I, Village Monument Sign Block 4 Lot 2 Signago Location Diagram 7St Z� 404 Lol4 '`� Lot 1 Lot 1 Lot 1 Lot 3� Block 2 alth St uWtA —' Block 3 Lot 2 Lot 2 12 oaua c ,9 N.E. 85th St. Legend Interstate Monument/ "'a - Pylon Sign Gateway Monument Sign �(] I, Village Monument Sign Block 4 Lot 2 Signago Location Diagram 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 consistent with the land uses guided by the Comprehensive Plan and requirements of the Zoning Ordinance, including the GRC PUD District. 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: 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: The allowed hours of operation shall be between 7:OOAM to 10:OOPM. 0 All repair activities shall be conducted within the principal building with overhead doors to the service bays 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. Damaged vehicles in such condition so as not to be operable on public streets, vehicles being repaired, and vehicle parts and accessory equipment shall be stored completely inside a principal or accessory building. 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. 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. 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 Christian Bros Auto/GRC Site Map Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ C F1 ❑ Parcels Kim ey>>> Horn Page 1 March 6, 2023 City of Otsego 13400 901h Street NE Otsego, MN 55330 Attention: Daniel Licht, City Planner RE: Proposed Christian Brothers Automotive — Project Narrative Christian Brothers Automotive is requesting the proposed site to be considered for approval within the existing PUD. The parcel is legally described as: Lot 1, Block 1, Great River Centre of Otsego, Wright County, Minnesota. Proposed Development Overview Christian Brothers Automotive is proposing to construct an approximately 6,000 SF, 10 -bay automotive repair center located at 15800 871h Street NE in Otsego. The customer facing portion of the building will face County Road 42 and the bays will face CR42 to the west and an internal circulation drive to the east. The proposed development is within the Great River Centre of Otsego PUD which was opened in 2008. The site is located as an outlot of the existing Target store. The site is bordered to the west by CR42 and an undeveloped parcel on the opposing side of CR42 and 871h Street to the south, a public street. A financial credit union is located to the south across 87'h Street. Proposed Concept Plan & Development Stage Christian Brothers Automotive is proposing a Conditional Use Permit as the existing planned unit development and City code requires a CUP for light automotive repair use. The existing PUD is guided B3 (General Commercial). Christian Brothers provides light automotive repair and the scope of repairs provided by Christian Brothers has been included within the submittal package. Overnight parking only occurs when customers have a conflict retrieving their vehicle during business hours or to drop off their vehicles. Long term exterior storage is not permitted at Christian Brothers Automotive. Consultants: Civil Engineer— Christian Jones, P. E. — Kimley-Horn Architecture — Dana King — Cortland Morgan Architect Landscape Architecture — Evergreen Design Group, Inc. — Rodney McNabb Photometrics — City Lighting Products Company — Blair Guthrie 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 Kimley»>Horn Site Design Page 2 The site currently vacant land with water and sanitary sewer utilities provided to the south as part of the existing development. Gas, communications, and electric utilities are provided to the west along County Road 42. The proposed building is to be located in the center of the site with the bays facing east and west and parking to the east, north, and west. The customer -facing side of the building and entrance are facing the west toward County Road 42. Access is proposed to the east of the building in two locations connecting to an existing shared access drive with the Target development. The existing site is currently vegetated with no impervious area; the proposed site will be comprised of approximately 75% impervious area. Underground stormwater management will be provided adhering to City treatment and rate control requirements. Architecture Architectural elevations and site photometric plans are provided within the submission. The proposed building is to be constructed of primarily brick and limestone. The trash enclosure is also to be constructed in materials similar to the building and will have gates to screen the trash from the public right-of-way. Landscape Architecture A landscape plan is included within the submission to comply with the city code. Trees, shrubs, and other plantings will complement the site. Please contact me at (763) 251-1016 or christian.iones(cbkimley-horn.com should you have any questions or comments. Sincerely, 0�_� Christian Jones Project Manager Christian Brothers A U i 0 M 0 T I V E' 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. Kim ey>>> Horn Page 1 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, and 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 871h 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 required 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 services -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 the 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 Kimley»>Horn Page 2 - 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 public 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.iones(Dkimley-horn.com should you have any questions or comments. Sincerely, 1�1- Christian Jones, P.E. Project Manager 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 a r N v 7 -p � v � O N N U ®R 6 v U O M M Ln Ln cZ G 0 buo A 0 X X im W W O ' Z Q H � 0 •L L- � a o� O W Z s CD Q 00 . rM4 k CO) M M Ln Ln cZ G 0 buo A 0 X X im t''4 Qi Z d M V O Q 41 O ~C� '�=J x €Eck' N.m C O 6 p 6.2 > n 3 n £&?` E y N N C N~ u ai o 40 OD .00 m o a� Hn 3 p . v v m M i. 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DOWNSPOUTS PAINTED TO SHINGLE ROOF PATH MATCH ADJACENT SURFACE, RIDGE VENTS, M-6 14-3/4" WADE, 13/16" HEIGHT ALUM. / VINYL SIDING OVER ACME BRICK CO., 8' NOM. 2 1/4' MODULAR BRICK, COLOR: GLACIER WHITE, MORTAR COLOR 'BUFF' 1 1/2' THIN STONE VENEER, CORONADO STONE, TEXAS RUBBLE, TEXAS CREAM, MORTAR COLOR 'BUFF ALL EXTERIOR Yl000 TRIM, CAST STONE MATCH PC -5 3'-4" SOUARE WALL MOUNTED LOUVER. SEE 3-1/2"x5-1/2' ALUM. l 3 TE N IR:DERGROUND. COORDWITE GUTTER, MATCH PC -5. TIGHT PERIMETER OF ALL 4 SIDES VERIFY SIZE ARCHITECTURAL LIGHTING NTH MEP DRAWINGS INTERLOCK WITH FIXTURE, BOTTOM OF FIXTURE EXHAUST FANS 3r 12 AT 10'-8" A.F.F., TYP., RE: MASONRY ELECTRICAL CONTROL JOINT BRICK, M-5, TYPICAL ARCHITECTURAL PRECAST 2 RIGHT SIDE ELEVATION SCALE: 3/16• = f- 0" KEYSTONE = 0 BRICK, M-8, TYPICAL _ 0 0 BRICK, M-5, TYPICAL - ro 4'x3" ALUM. DOWNSPOUTS - I PAINTED TO MATCH ADJACENT SURFACE. 1OLH-02-2022 ARCHITECTURAL LIGHTING FIXTURE. BOTTOM 'TAMKO" COOLRIDGE EXTERNAL 1WF1 AP OF FIXTURE FLUSH WITH TOP OF OVERHEAD CONTINUOUS RIDGE VENTS, AT 12' A.F.F. DOOR, TYP., RE: ELECTRICAL 14-3/4" WADE, 13/16" HEIGHT M-8 BRICK M-10 LIMESTONE ACME BRICK CO., 8' NOM. 2 1/4' MODULAR BRICK, COLOR: GLACIER WHITE, MORTAR COLOR 'BUFF' 1 1/2' THIN STONE VENEER, CORONADO STONE, TEXAS RUBBLE, TEXAS CREAM, MORTAR COLOR 'BUFF DONNBPOUF NOTE ALL DOWNSPOUTS CAST STONE PRE -CAST STONE WATERTABLE AND SILL. COLOR: WHITE, SEE A-5 FOR PROFILES 3'-4" SOUARE WALL MOUNTED LOUVER. SEE Date: 313123 l 3 TE N IR:DERGROUND. COORDWITE I TIGHT PERIMETER OF ALL 4 SIDES VERIFY SIZE ARCHITECTURAL NTH MEP DRAWINGS INTERLOCK WITH 1ArrH CBA AND CNL EXHAUST FANS 3r 12 SHINGLE ROOF WITH RIDGE mom � ddB d0 �E%HAUST HOLE IN CENTER OF ARCHITECTURAL J —LIMESTONE — EACH OVERHEAD DOOR BOTTOM PRECAST KEYSTONE VENEER. TYP. BRICK, M-8, PANEL, TYP. EXHAUST PORT BRICK, M-5, TYPICAL TYPICAL PROVIDED AND INSTALLED BY DOOR MANUF. MASONRY CONTROL JOINT, CAULK 'TAMKO" CCOLRIDGE CONTINUOUS RIDGE VENTS, 14-3/4" WIDE. 13/16' HEIGHT MASONRY CONTROL JOINT, CAULK TO MATCH BRICK COLOR METAL OVERHEAD DOOR, PC -6 FACTORY PRE -FINISHED BY DOOR MANUFACTURER. ALUM. / VINYL SIDING OVER ALL EXTERIOR WOOD TRIM, MATCH PC -5 3-1/2'x5-1/2' ALUM. GUTTER, MATCH PC -5. 4"x3' ALUM. DOWNSPOUTS PAINTED TO MATCH ADJACENT SURFACE. BRICK, M-5, TYP. ARCHITECTURAL LIGHTING FIXTURE. BOTTOM OF FIXTURE FLUSH WITH TOP OF OVERHEAD DOOR, TYP.. RE: ELECTRICAL BRICK, M-8, TYP. LIMESTONE VENEER MATERIAL SCHEDULE PC -5 I PAINT I SEMI -GLOSS SHERWIN WILLIAMS MARSHMALLOW SW 7001 PA -F I PAIMT I CFMI-!:I r1CC CI-IFRIMM WII 1 IAMF: RI ACK M-5 BRICK ACME BRICK CO., 8" NOM. 2 1/4' MODULAR BRICK, COLOR: BURGANDY. MORTAR COLOR 'BUFF' M-6 COMPOSITION SHINGLE ROOF CERTAINTEEO LANDMARK 30 AR, COLOR: "MOIRE BLACK' M-8 BRICK M-10 LIMESTONE ACME BRICK CO., 8' NOM. 2 1/4' MODULAR BRICK, COLOR: GLACIER WHITE, MORTAR COLOR 'BUFF' 1 1/2' THIN STONE VENEER, CORONADO STONE, TEXAS RUBBLE, TEXAS CREAM, MORTAR COLOR 'BUFF M-11 CAST STONE PRE -CAST STONE WATERTABLE AND SILL. COLOR: WHITE, SEE A-5 FOR PROFILES LIMESTONE DOWNSPOUTS- PAINTED TO BRICK, 1 MATCH ADJACENT SURFACE TYPICAL -z LEFT SIDE ELEVATION SCAL: 3/16' = I'- T PANEL.` TYPICAL wwm EXHAUST PORT PROVIDED A: INSIAI I FD BY DOOR MANUF. METAL OVERHEAD DOOR.—-` PAINTED TO CONDENSER PC -6 FACTORY 4'x3' ALUM. DOWNSPOUTS MATCH UNIT PRE -FINISHED BY DOOR PAINTED TO MATCH ADJACENT ADJACENT WALL MANUFACTURER. SURFACE. LOUVER FOR EXHAUST FAN AT CENTERLINE OF GARAGE, REF: MECH ALUM. / VINYL SIDING AT ALL SOFFITS. EAVES, FASCIA, RAKES, ETC.. TYP., MATCH PC -5 MASONRY CONTROL JOINT, CAULK TO MATCH BRICK COLOR BAN , JAMBS. HEADS OF DOORS AND WINDOWS, AND ACCENT IN GABLES AT ENTRY AND SIDE ELEVATIONS TO BE TYPICAL NOTES BRICK CO 2. ALL MASONRY SURFACES ARE TO BE SPRAYED PATH WATER -PROOFING SEALER, PROSOCO INC. BLOCK GUARD AND FOR ALL ELEVATIONS GRAFFITI CONTROL U40093 - PH: 800-255-4255 3. ALL DOWN SPOUTS ARE TO BE PAINTED TO MATCH THE COLOR OF THE WALL MATERIAL BEHIND IT. 4. ALL WOODTRIM AT SOFFITS, EAVES, FASCIAS, RAKES, ETC. TO BE ALUMINUM OR VINYL SIDING OVER EXPOSED WOOD. 5. ALL EXTERIOR AT ARE TO BE ON PHOTO CELL. TYPICAL OF ALL ELEVATIONS. RAKE FLASHING, COLOR: BLACK, REF. DTL. 6B/A6.1 MASONRY CONTROL JOINT, CAULK TO— MATCH BRICK COLOR ALUM. / VINYL SIDING 12 OVER ALL EXTERIOR 3r— WOOD TRIM, MATCH i PC -5 ELECTRIC METERS PAINTED TO MATCH ADJACENT WALL C M C 0 R T L A N 0 M0 R G A N ARCHITECT 711 N. DELDER RO. ARLINGTON. TX 76012 PH: (et» 633-5696 FAXt (817) 633-5699 pIpn� r"1 � 0 PQ W � "'zo 0 N c� ® Co � a Q) in o 1. '� o�z C 1` M O 00 4B I" CD 0 0 coo P.4 R C'2 4I H NOTES: - ALL SIGNAGE TO BE RENEWED AND APPROVED ARCHITECTURAL SEPARATELY. COMPOSITION SHINGLE - HVAC AIR HANDLER IS LOCATED IN ATTIC. v1 ROOF NTH CONDENSER UNIT IS GROUND MOUNTED AS SHOWN. b $ RIDGE VENTS, M-6 - ALL ROOF PENETRATIONS ARE PAINTED BLACK UNLESS METAL ROOF. PAINT TO MATCH. ALUM. / VINYL SIDING - SEE SHEET A-2.1 FOR MATERIAL SCHEDULE O.I ha OVER ALL EXTERIOR WOOD - EXTERNAL WAFI LOCATIONS TO BE VERIFIED VATH CBAC PROJOECT MANAGER.TRIM, MATCH PC -5 O 3-1/2'x5-1/2" ALUM. Ei GUTTER, MATCH PC -5. �Om.N y BRICK, M-5, 1YP. yE-oe' "7 '� c .gid N BRICK, M-8, TYP. U BRICK, M-5, TYP. I hereby terllly That this pian, spetilitolian, or report was Prepared b/ me er under my direct suppeerdnan and t at I am a duly Ure:Bed Arthihtl under the laws at the Stole of woo emta. 6lpnalun: On,. iypd/hdd he. 24249 - LOUVER FOR EXHAUST FAN AT CENTERUNE OF GARGE, REF: MECH Dale M-5 THIN BRICK VENEER ABOVE OFFICE ROOF R@VISRevisionsALUM. / VINYL SIDING OVER 12 ALL EXTERIOR WOOD TRIM, 31 23 -Issued s«Sae 3 MATCH PC -5 Plan Sutr Ictal MASONRY CONTROL JOINT, CAULK TO MATCH BRICK COLOR 3-1/2"4-1/2" ALUM. GUTTER, MATCH PC -5. ALUM. / VINYL SIDING OVER ALL EXTERIOR WOOD TRIM, MATCH PC -5 M-5, TYP. 12' X 12' OVERHEAD DOOR AT LAST BAY 4 BACK ELEVATION SCALE: 3/16 = 1- 0 BUILDING LOUVER TO BE LOCATED - M-81 TYP. ' I �� _ - LL M-5, TYP. AT CENTER LINE OF BLDG ADDRESS NUMBERS o I o LIMESTONE VENEER, TYP. 3'-4" SOUARE WALL MOUNTED LOUVER. SEE Date: 313123 MEP OPERATION OF SHUTTER. CAULK WATER I TIGHT PERIMETER OF ALL 4 SIDES VERIFY SIZE ARCHITECTURAL NTH MEP DRAWINGS INTERLOCK WITH COMPOSITION EXHAUST FANS 3r 12 SHINGLE ROOF WITH RIDGE MASONRY VENTS -­\ CONTROL JOINT LIMESTONE DOWNSPOUTS- PAINTED TO BRICK, 1 MATCH ADJACENT SURFACE TYPICAL -z LEFT SIDE ELEVATION SCAL: 3/16' = I'- T PANEL.` TYPICAL wwm EXHAUST PORT PROVIDED A: INSIAI I FD BY DOOR MANUF. METAL OVERHEAD DOOR.—-` PAINTED TO CONDENSER PC -6 FACTORY 4'x3' ALUM. DOWNSPOUTS MATCH UNIT PRE -FINISHED BY DOOR PAINTED TO MATCH ADJACENT ADJACENT WALL MANUFACTURER. SURFACE. LOUVER FOR EXHAUST FAN AT CENTERLINE OF GARAGE, REF: MECH ALUM. / VINYL SIDING AT ALL SOFFITS. EAVES, FASCIA, RAKES, ETC.. TYP., MATCH PC -5 MASONRY CONTROL JOINT, CAULK TO MATCH BRICK COLOR BAN , JAMBS. HEADS OF DOORS AND WINDOWS, AND ACCENT IN GABLES AT ENTRY AND SIDE ELEVATIONS TO BE TYPICAL NOTES BRICK CO 2. ALL MASONRY SURFACES ARE TO BE SPRAYED PATH WATER -PROOFING SEALER, PROSOCO INC. BLOCK GUARD AND FOR ALL ELEVATIONS GRAFFITI CONTROL U40093 - PH: 800-255-4255 3. ALL DOWN SPOUTS ARE TO BE PAINTED TO MATCH THE COLOR OF THE WALL MATERIAL BEHIND IT. 4. ALL WOODTRIM AT SOFFITS, EAVES, FASCIAS, RAKES, ETC. TO BE ALUMINUM OR VINYL SIDING OVER EXPOSED WOOD. 5. ALL EXTERIOR AT ARE TO BE ON PHOTO CELL. TYPICAL OF ALL ELEVATIONS. RAKE FLASHING, COLOR: BLACK, REF. DTL. 6B/A6.1 MASONRY CONTROL JOINT, CAULK TO— MATCH BRICK COLOR ALUM. / VINYL SIDING 12 OVER ALL EXTERIOR 3r— WOOD TRIM, MATCH i PC -5 ELECTRIC METERS PAINTED TO MATCH ADJACENT WALL C M C 0 R T L A N 0 M0 R G A N ARCHITECT 711 N. DELDER RO. ARLINGTON. TX 76012 PH: (et» 633-5696 FAXt (817) 633-5699 pIpn� r"1 � 0 PQ W � "'zo 0 N c� ® Co � a Q) in o 1. '� o�z C 1` M O 00 4B I" CD 0 0 coo P.4 R C'2 4I H NOTES: - ALL SIGNAGE TO BE RENEWED AND APPROVED ARCHITECTURAL SEPARATELY. COMPOSITION SHINGLE - HVAC AIR HANDLER IS LOCATED IN ATTIC. v1 ROOF NTH CONDENSER UNIT IS GROUND MOUNTED AS SHOWN. b $ RIDGE VENTS, M-6 - ALL ROOF PENETRATIONS ARE PAINTED BLACK UNLESS METAL ROOF. PAINT TO MATCH. ALUM. / VINYL SIDING - SEE SHEET A-2.1 FOR MATERIAL SCHEDULE O.I ha OVER ALL EXTERIOR WOOD - EXTERNAL WAFI LOCATIONS TO BE VERIFIED VATH CBAC PROJOECT MANAGER.TRIM, MATCH PC -5 O 3-1/2'x5-1/2" ALUM. Ei GUTTER, MATCH PC -5. �Om.N y BRICK, M-5, 1YP. yE-oe' "7 '� c .gid N BRICK, M-8, TYP. U BRICK, M-5, TYP. I hereby terllly That this pian, spetilitolian, or report was Prepared b/ me er under my direct suppeerdnan and t at I am a duly Ure:Bed Arthihtl under the laws at the Stole of woo emta. 6lpnalun: On,. iypd/hdd he. 24249 - LOUVER FOR EXHAUST FAN AT CENTERUNE OF GARGE, REF: MECH Dale M-5 THIN BRICK VENEER ABOVE OFFICE ROOF R@VISRevisionsALUM. / VINYL SIDING OVER 12 ALL EXTERIOR WOOD TRIM, 31 23 -Issued s«Sae 3 MATCH PC -5 Plan Sutr Ictal MASONRY CONTROL JOINT, CAULK TO MATCH BRICK COLOR 3-1/2"4-1/2" ALUM. GUTTER, MATCH PC -5. ALUM. / VINYL SIDING OVER ALL EXTERIOR WOOD TRIM, MATCH PC -5 M-5, TYP. BUILDING Project No. 23 -XX M-81 TYP. ' I �� _ - LL M-5, TYP. ADDRESS NUMBERS o I o LIMESTONE VENEER, TYP. Drawn By: Staff Date: 313123 I J Sheet Title: BRICK, M-5, FROSTED GLASS—J EXTEND -8 BRICK TO BOTTOM 4"x3" ALUMINUM TYPICAL IN 1WNDOW>/ OF WINDOWS (UNDER LIMESTONE), EXTERNAL W/IFI TYP. ALL WINDOWS WITH AP AT 12' A.F.F. LIMESTONE BELOW. DOWNSPOUTS PAINTED TO MATCH, (PC -13) TYPICAL AS SHOWN. COLOR EXTERIOR 2 RIGHT SIDE ELEVATION SCALE: 3/16• = f- 0" ELEVATIONS Drawing No. A-4.1 1OLH-02-2022 rM E M PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Kimley)))Horn PREPARED BY: CHRISTIAN J. JONES, P.E. 11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE (612) 315-1272 LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP PO BOX 2193 GARNER, NC 27529 TELEPHONE: (800) 680-6630 FAX: (866) 579-8452 CONTACT:RODNEY MCNABB ORrHITPrT CORTLAND MORGAN ARCHITECTS 711 N. FIELDER ROAD ARLINGTON, TX 76012 TELEPHONE: (979) 255-6927 CONTACT: DANA KING WATER AND SANITARY SEWER CITY OF OTSEGO PUBLIC UTILITIES 13400 90TH STREET NE OTSEGO, MN 55330 TELEPHONE: (763) 441-2310 CONTACT:RON WAGNER OWNER / DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE CORPORATION Christian Brothers 17725 KATY FREEWAY HOUSTON, TX 77094 CONTACTS: • PAULA TOLLIVER, (281) 675-6234 • SPENCER HINOJOSA, (254) 722-1856 SURVEYOR EGAN, FIELD & NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TELEPHONE: (612) 466-3300 CONTACT: LOGAN SELINSKI FI F(:TRI('. ELK RIVER MUNICIPAL UTILITIES 13069 ORONO PARKWAY, PO BOX 430 ELK RIVER, MN 55330 TELEPHONE: (763) 441-2020 CONTACT: SARA YOUNGS SITE DEVELOPMENT PLANS FOR CBA - OTSEGO, MN S 22, T 121 NORTH, R 23 WEST OTSEGO, WRIGHT COUNTY, MN NOTES: 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT 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/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION 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. NATURAL GAS COMMUNICATIONS CENTERPOINT ENERGY QUANTUM FIBER (LUMEN) 700 WEST LINDEN AVENUE, PO BOX 1165 TELEPHONE: (612) 431-3516 MINNEAPOOLIS, MN 55459 CONTACT: SHAWN NIESS TELEPHONE: (763) 785-5427 CONTACT: PERRY SCHMIDT BENCHMARKS SITE 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) 93. Know what's below. Call before you dig. z O F U ZD F-• U) z O U O LL F— O z Q z J W 0Y a_ 0 1 0 o<� wN W cl)N I.L., LU O U z Z LU = W O W~> O 0rvo � �mE ~ a Z O QCT � Q U = 0 U w V) O SHEET NUMBER C000 INDEX OF DRAWINGS I_ m z w w w F z z w U N Sheet Number 1 Sheet Title 0 C000 COVER SHEET V100 EXISTING CONDITIONS SURVEY V101 EXISTING CONDITIONS SURVEY C100 GENERAL NOTES C200 SITE DEMOLITION & EROSION CONTROL PHASE 1 PLAN C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE DIMENSION PLAN C401 SITE DETAILS C500 GRADING AND DRAINAGE PLAN C501 STORM SEWER PLAN C502 GRADING DETAILS C503 GRADING DETAILS C600 UTILITY PLAN C601 UTILITY DETAILS C602 UTILITY DETAILS BENCHMARKS SITE 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) 93. Know what's below. Call before you dig. z O F U ZD F-• U) z O U O LL F— O z Q z J W 0Y a_ 0 1 0 o<� wN W cl)N I.L., LU O U z Z LU = W O W~> O 0rvo � �mE ~ a Z O QCT � Q U = 0 U w V) O SHEET NUMBER C000 SCALE IN FEET • FOUND IRON MONUMENT AS NOTED ® FOUND PK NAIL —a SET PK NAIL DRAWN BY: DRAWING NAME; 41102 field doto.dwg JOB NO. 41102 FILE NO. 6068 i v a III AI00•A\C.... 10T 7.2 1 15100*TTN S/REErNORTNEASr NOBUILDINGSOBSERVED l L_\7V / REM18 I/ -urAsaRr safer �_ v \ uoylvOn ser R11 vr rDreAuIDr - Aa 58 "42 -5J -W, 165 a.— w_ s s MAE87TH STREET NORTHEAST (100 -FOOT 1IDE PUBLIC RIGHT -CF -WAY) REVISIONS xRRSMCS.Rcuw•�£wI1 S4f:cRslfoauJ�F .' lIuRnAEIuR/ mff:rr _IaInl 'oIC- vITaPiO7rIleEsu IErirnvDMER-rziaIsMDNB-Pv/,sO�.b WO—1a IW Bou,,rN a1l PPlm1WvAfr�R`Aer\ R_xY1Cx01A/II —1wNn9I/D1eA, 6onI—iIr9\grC I�/l- � e<e�—•� a` IIi�III IIIIIIIIIIIIIIIII v �JT 2 J VER I tuwssxss iaa") E�— III III I.` IIi �I IIjI II IIIII II IIIII III�SIIIIIIII . /IIrIIIY" II III AI III II_ l \Il 1�g,t�b�SSSI I � � 11 II —/lE- -M I AS —a ELe P ADwW Irr t A - 1L ALTA/NSPS LAND TITLE SURVEY SURVEYFOR: a? SANITARY S EW ER ®a® CATCH BASIN STORM SEWER e GATE VALVE WATERMAJN HYDRANT UNDERGROUND EL EC TR IC LIGHT c UNDERGROUND CABLE SEMAPHORE /920-' EXISTING CONTOUR LINE nHANDHO iR OR TREEFIBER OPTIC SIGN PEDESTRIAN POST BITUMINOUS SURFACE SIGN CONCRETE SURFACE L[ -A ITL - I V Fr lD_ u fief a`PFAV5 9AlRwr —6 LE G�n�1LEe 6N2e D 5: (D SANITARY MANHOLE a 5$D— PARCEL9 ""N PER OLYn IfO. A/01016➢ SURVEY ITEMS PER SCHEDULE B: ITEM 9: Utility and drainage easements as shown on the recorded plat of Great River Centre of Otsego. Said Easement affects the surveyed properly and in depicted hereon. ITEM 1D: Subject to Otsego Township Road Map filed December 17, 1985, as Document No. 404209. Said Township Road Map does not affect the surveyed property. No plottoble Items to depict. ITEM 11: Sub)ect to Wright County Highway Right -of -Way Plat No. B filed April 5, 1989, as Document No. 455231. Sold Right -of -Way Plot No. 8 is embraced within the publ!c right of way od)olning the surveyed property and Is depicted hereon for reference. ITEM 12• Terme, conditions and obligalfans of Development Agreement Great Rlwr Centre of Otsego dated May 16, 2006, filed June I5, 2006, as Document No. A10140D6 and N Development Contract - Lols 1-4, Block 1, Great River Centre of Otsego dated September 19, 2007, Red October 26, 2007, as Document No. AZO397. Sold terms, conditions and obligations affect the surveyed property. No plottoble items to depict. ITEM 13: Terme conditions and obligations contained er 07In Development Contract - Lots 1-4, Block 1, Great Riv Centre of Otsego dated September 19, 20, fled October 26, 2007, as Document No, A1070397. Said terms and conditions offect the surveyed property. No plottoble Items to depict ITEM 14: Terme, conditions and provisions of and easements contained in Operallw and Easement Agreement food July 28, 2006, as Document No. A1019269. Amended by First Amendment to Operation d Easement Agreement dated September 11, 2007, fled October 26, 2007, as Document No. At 070399. Amended by Second Amendment to Operation and Easement Agreement doled July 10, 2008, Med July 14, 2008, as Document No. A1093306; being corrected by Corrective Second Amendment to Operation and Easement Agreement dated July 10, 2008, Med July 14, 2014, as Document No. A1267009, to Include attached Exhibit X-2. Amended by Third Amendment to Operation and Easement Agreement dated October 15. 2014, fled October 22, 2014, a• Document No. A1274011. d property, The easements described In said documents T-8119, COndl11an9 and prOvl9tan9 affect the 6arV<yre p Dp y. not thernalicolly defined and re scaled from elle plan 'Exhibit X-3' per document No. A1274011 where mvolatile. The parking area referenced in sold documents Is blanket In nature over the parking area depicted per aerial mopping on Sheet 2 of 2 The utility easement referenced In sold documents is not mathemalkally defhed and not depicted hereon. ITEM 15: Terms and conditions of Site and Building Pion Approval dated March 24, 2008, fled June 11, 2008, as Document No. A1090653. Sold terms and conoitions affect the surveyed property. No plotlable Items to depict ITEM 18: Tema and conditions of Sign Easement Agreement dated June 27, 2008, filed July 2B. 2006, as Document No. A1019267. sold terms and condition- benefit the surveyed properly. The location of the easement, described in said document ore depicted hereon. (See Sheet 2 of 2). ITEM 17: Easement for water Ilne and related purposes. M favor ofthe City of Otsego, a Minnesota municipal corporation, canlained In Grant of Easement (Short Form) dated June 27, 2006, filed July 2& 2006, as Document N. A101926B. Amended by First Amendment to Grant of Easement dated September 19, 2007, fled October 26, 2007, as Document No. A1070398. Said easement affects the surveyed property and Is not mathematically defined. The approximate locotlon of sail easement Is depicted hereon. ITEM 1& Tonna and conditions of and easement far monument sign contained In Sign Easement Agreement doled July. 2008, tied July 14, 2008, as Document No. A109330& Said terms and conditions affect the surveyed properly. The location of the monument sign referenced in said document is depicted hereon. ITEM 19: Terms, conditions, covenonts and restrictions conlalned In Dedarolion of Restrictive Covenant, dated July 10, 2008, fled July 14, 2008. as Document No. A1093309. Sold terms, conditions, covenants and restrictions benefit the surveyed properly. No plottoble items to depict. ITEM 20. Terns and conditions of City of Otsego County of Wright PUD Amendment Approval dated January 9, 2018, tied January 10, 2018, as Document No. A1361947. Said terms and conditions affect the surveyed property. No plottoble Items to depict. ITEM 20. Grant of Easement (Short Form) dated June 27, 2006, filed July 28, 2006, as Document No.A1019265; being amended by First Amendment to Grant of Easement (Shot Form) doled September 19, 2007, filed October 26. 2007, on Document No. A1070398. NOTEExhibit A attached thereto doesn't Indicate the subject property, yet the site plan shown as Exhibit B purports to affect the subject properly. Sold easement fleck the surveyed property and Is not mathematically defined. The approximate location of sold easement is depicted hereon. PROPERTY ADDRESS: ALTA/NSPS LAND TITLE SURVEY FOR: Kimley Horn & Associates, Inc. _LEGAL DESCRIPTION:L_ Parcel 1: Lot 1. Block 1, Great River Centre of Otsego. Wright County, Minnesota Abstract Property Parcel 2 Non-exclusive appurtenant easement farpylon sign purposes as cel forth In the Sign Easement Agreement dated June 27, 2006, flied July 28, 2006, as Document No. A1019267• In the office of the Wright County Recorder. Parcel 3: Non-exclusive oppurterant easements for ingress, agrees. parking, utilities and sign purposes as not forth in the Operatlon and Easement Agreement corded July 28, 2006, s Document No, A1019269; In the First Amendment to Operation and Easement Agreement doled September 11, 2007, filed October 2, 2007, as Document No, A1070399; In the Second Amendment to Operctim and Easement Agreement dated July 10, 2008, And July 14, 20081 as Document Na A1093306; In the Carroll" Second Amendment to Operation and Easement Agreement dated July 10, 2008, fled July 17, 2014, os Document N. A1267009, and in the Third Amendment to Operation and Easement Agreement doted October 15, 2014, filed October 22, 2014, as Document No. A1274011, all in the office of the Wright County Recorder. GENERAL SURVEY NOTES:I 1. The orientation of this bearing system is based on the Wright County coordinate grid (NAD 83-2011 Adj). 2. The legal description and easement Information used M the preparation of this survey Is based on the Canmilment for Title Insurance prepared byy Commerdal Partnere Tills, division of Fidelity National TUe Insurance Company. Commltmenl No. CP71501 doled January 26. 2023 at 7:00 AM. 3. The surveyed property has direct access to 87th Street Northeast, o public right of way. 4. Thta survey shows only those Improvements visible during the field survey, some structures and improvements covered by Ice and arrow, a underground may not be shown. OPTIONAL TABLE A ITEMS:' 1. Monuments hove been placed at all mayor comer of the surveyed prop erlyy desalted hereon, unless already marked ar refwenced by existing monuments a witnesses In dose proxknily to the corner. 2. The address of the property described harem Is 16800 87th Street Northeast, Otsego, Minnesota 55330. 3. No digital data was available for the properly described hereon per Federal Insurance Rale Map No. 27074 7002 A, dated September 30. 1992. 4. The total area of the properly described hereon Is 44,156 square feet or 1.0136B aae& 5. The contours depicted hereon are per elevation data collected while conducting the fieldwork. The contour Interval Is 1 foot. SITE BENCHMARK /I:Top nut of hydrant located In the Nwtheasl comer of the surveyed property El—tion - 867.58 feet. (NGVD29) SITE BENCHMARK /2:Top nut of hydrant to the South of the surveyed properly EJevoUm - 867.14 feet. (NGVD29) 6a. No zoning report or leper was received from the insurer pursuant to Optional Table A Item 6(a), as set forth In the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land lithe Surveys. 6b. No zoning report or letter was received from the Insurer pursuant to Optional Table A Item 6(b), as set forth In the 2021 Minimum Standard Detail Requirements far ALTA/NSPS Land Title Surveys. 7o. No buildings were observed In the process of conducting the fieldwork. 71b1. No building. were observed in the prat... o1 conducting the fieldwork. 7c. No buildings were observed In the process of conducting the 8eldwo/k. 8. Substantial features observed in the process of conducting the fieldwork ore depicted hereon. 11a. Existing utilities, services and underground structures shown hereon were located either physically, from existing cads made awlable to us, by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. 230340280, However, lacking excavation, the exact location of underground features cannot be a we detailed Information is required. the urais cam ltha and excavation depicted. Where additional anent Ia ion oil that lUes and reliably necessary. Other frontes and ser. of may be presentand verification to I the owners of the res active utilities filar to and location 1. all utOr is anal services should be obtained frwn p p any design, planning a ez<avellon. 14. The Intersection of 87th Street Northeast and Poi Avenue Northeast Is located at the southwest coma of the surveyed properly. t a moving work building 18. co of the date Or of this surrey there Is no observable evidence of rumenearth g g eonstmctlon a building oddiltana on the property desuibed hereon. 17. The surveyor Is unowwe of any completed ar proposed changes In street right-of-way lines, As of the date of this s yy there 1. no observable evidence of recent street w sidewalk construction or repair. that affect the property described hereon. 18. The plottable offelle easement. w servitudes disclosed In documents provided to the surveyor are depicted hereon. -GOPHER STATE ONE CALL NOTE:1 Lief o1 unities notified per Gopher Stole One Coll Ticket No. 230340280. ARN0 ELK RIVER UTILITIES CHARTER COMMUNICATIONS MCI CITY OF OTSEGO CENTER POINT ENERGY CENTURYLINK-CTLOL WRIGHT COUNTY HIGHWAY DEPT ELK RIVER AREA SCHOOLS ISO 782 F_CERTIFICATION: To Christian Brothers Automotive Corporation, a Texas corporation; TCF Notional Bank, a national banking association; Commerclal Partners Title, a division of Fidelity Notional TH1. Insurance Company. This Is to certify that this mop w plat and the survey on which Il Is booed w re made M accordance with the 2021 Minimum Standard Dotal Requkementa I. AL7A/NSPS Land 11Ue Surveys, pinny established and adopted by ALTA and NSPS, and Includes Items 1, 2, 3, 4, 5, 6(0), 6(b), 7(0). 7(bx1), 7(c), B. 11(0), 14, 16, 17, and 18 of Table A thereof. The fialdwork won completed an February 14, 2023. Data of Plat or Map: February 14, 2023 Kimley Horn & Associates, Inc.I 15800 87th Street Northeast Otsego, Minnesota 55330 No. 60062 475 Old Highway 8 NW, Suite 200 .� ERA New Brighton, Minnesota 55112 ?HONE: (612) 466-3300 WWW.EFNSURVEY.COM Egan, Field & Nowak, Inc. COPYRIGHT 2023 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 ALTA/NSPS LAND TITLE SURVEY SURVEYFOR: a? SANITARY S EW ER ®a® CATCH BASIN STORM SEWER e GATE VALVE WATERMAJN HYDRANT UNDERGROUND EL EC TR IC LIGHT c UNDERGROUND CABLE SEMAPHORE /920-' EXISTING CONTOUR LINE nHANDHO iR OR TREEFIBER OPTIC SIGN PEDESTRIAN POST BITUMINOUS SURFACE SIGN CONCRETE SURFACE L[ -A ITL - I V Fr lD_ u fief a`PFAV5 9AlRwr —6 LE G�n�1LEe 6N2e D 5: (D SANITARY MANHOLE a 5$D— PARCEL9 ""N PER OLYn IfO. A/01016➢ SURVEY ITEMS PER SCHEDULE B: ITEM 9: Utility and drainage easements as shown on the recorded plat of Great River Centre of Otsego. Said Easement affects the surveyed properly and in depicted hereon. ITEM 1D: Subject to Otsego Township Road Map filed December 17, 1985, as Document No. 404209. Said Township Road Map does not affect the surveyed property. No plottoble Items to depict. ITEM 11: Sub)ect to Wright County Highway Right -of -Way Plat No. B filed April 5, 1989, as Document No. 455231. Sold Right -of -Way Plot No. 8 is embraced within the publ!c right of way od)olning the surveyed property and Is depicted hereon for reference. ITEM 12• Terme, conditions and obligalfans of Development Agreement Great Rlwr Centre of Otsego dated May 16, 2006, filed June I5, 2006, as Document No. A10140D6 and N Development Contract - Lols 1-4, Block 1, Great River Centre of Otsego dated September 19, 2007, Red October 26, 2007, as Document No. AZO397. Sold terms, conditions and obligations affect the surveyed property. No plottoble items to depict. ITEM 13: Terme conditions and obligations contained er 07In Development Contract - Lots 1-4, Block 1, Great Riv Centre of Otsego dated September 19, 20, fled October 26, 2007, as Document No, A1070397. Said terms and conditions offect the surveyed property. No plottoble Items to depict ITEM 14: Terme, conditions and provisions of and easements contained in Operallw and Easement Agreement food July 28, 2006, as Document No. A1019269. Amended by First Amendment to Operation d Easement Agreement dated September 11, 2007, fled October 26, 2007, as Document No. At 070399. Amended by Second Amendment to Operation and Easement Agreement doled July 10, 2008, Med July 14, 2008, as Document No. A1093306; being corrected by Corrective Second Amendment to Operation and Easement Agreement dated July 10, 2008, Med July 14, 2014, as Document No. A1267009, to Include attached Exhibit X-2. Amended by Third Amendment to Operation and Easement Agreement dated October 15. 2014, fled October 22, 2014, a• Document No. A1274011. d property, The easements described In said documents T-8119, COndl11an9 and prOvl9tan9 affect the 6arV<yre p Dp y. not thernalicolly defined and re scaled from elle plan 'Exhibit X-3' per document No. A1274011 where mvolatile. The parking area referenced in sold documents Is blanket In nature over the parking area depicted per aerial mopping on Sheet 2 of 2 The utility easement referenced In sold documents is not mathemalkally defhed and not depicted hereon. ITEM 15: Terms and conditions of Site and Building Pion Approval dated March 24, 2008, fled June 11, 2008, as Document No. A1090653. Sold terms and conoitions affect the surveyed property. No plotlable Items to depict ITEM 18: Tema and conditions of Sign Easement Agreement dated June 27, 2008, filed July 2B. 2006, as Document No. A1019267. sold terms and condition- benefit the surveyed properly. The location of the easement, described in said document ore depicted hereon. (See Sheet 2 of 2). ITEM 17: Easement for water Ilne and related purposes. M favor ofthe City of Otsego, a Minnesota municipal corporation, canlained In Grant of Easement (Short Form) dated June 27, 2006, filed July 2& 2006, as Document N. A101926B. Amended by First Amendment to Grant of Easement dated September 19, 2007, fled October 26, 2007, as Document No. A1070398. Said easement affects the surveyed property and Is not mathematically defined. The approximate locotlon of sail easement Is depicted hereon. ITEM 1& Tonna and conditions of and easement far monument sign contained In Sign Easement Agreement doled July. 2008, tied July 14, 2008, as Document No. A109330& Said terms and conditions affect the surveyed properly. The location of the monument sign referenced in said document is depicted hereon. ITEM 19: Terms, conditions, covenonts and restrictions conlalned In Dedarolion of Restrictive Covenant, dated July 10, 2008, fled July 14, 2008. as Document No. A1093309. Sold terms, conditions, covenants and restrictions benefit the surveyed properly. No plottoble items to depict. ITEM 20. Terns and conditions of City of Otsego County of Wright PUD Amendment Approval dated January 9, 2018, tied January 10, 2018, as Document No. A1361947. Said terms and conditions affect the surveyed property. No plottoble Items to depict. ITEM 20. Grant of Easement (Short Form) dated June 27, 2006, filed July 28, 2006, as Document No.A1019265; being amended by First Amendment to Grant of Easement (Shot Form) doled September 19, 2007, filed October 26. 2007, on Document No. A1070398. NOTEExhibit A attached thereto doesn't Indicate the subject property, yet the site plan shown as Exhibit B purports to affect the subject properly. Sold easement fleck the surveyed property and Is not mathematically defined. The approximate location of sold easement is depicted hereon. PROPERTY ADDRESS: ALTA/NSPS LAND TITLE SURVEY FOR: Kimley Horn & Associates, Inc. _LEGAL DESCRIPTION:L_ Parcel 1: Lot 1. Block 1, Great River Centre of Otsego. Wright County, Minnesota Abstract Property Parcel 2 Non-exclusive appurtenant easement farpylon sign purposes as cel forth In the Sign Easement Agreement dated June 27, 2006, flied July 28, 2006, as Document No. A1019267• In the office of the Wright County Recorder. Parcel 3: Non-exclusive oppurterant easements for ingress, agrees. parking, utilities and sign purposes as not forth in the Operatlon and Easement Agreement corded July 28, 2006, s Document No, A1019269; In the First Amendment to Operation and Easement Agreement doled September 11, 2007, filed October 2, 2007, as Document No, A1070399; In the Second Amendment to Operctim and Easement Agreement dated July 10, 2008, And July 14, 20081 as Document Na A1093306; In the Carroll" Second Amendment to Operation and Easement Agreement dated July 10, 2008, fled July 17, 2014, os Document N. A1267009, and in the Third Amendment to Operation and Easement Agreement doted October 15, 2014, filed October 22, 2014, as Document No. A1274011, all in the office of the Wright County Recorder. GENERAL SURVEY NOTES:I 1. The orientation of this bearing system is based on the Wright County coordinate grid (NAD 83-2011 Adj). 2. The legal description and easement Information used M the preparation of this survey Is based on the Canmilment for Title Insurance prepared byy Commerdal Partnere Tills, division of Fidelity National TUe Insurance Company. Commltmenl No. CP71501 doled January 26. 2023 at 7:00 AM. 3. The surveyed property has direct access to 87th Street Northeast, o public right of way. 4. Thta survey shows only those Improvements visible during the field survey, some structures and improvements covered by Ice and arrow, a underground may not be shown. OPTIONAL TABLE A ITEMS:' 1. Monuments hove been placed at all mayor comer of the surveyed prop erlyy desalted hereon, unless already marked ar refwenced by existing monuments a witnesses In dose proxknily to the corner. 2. The address of the property described harem Is 16800 87th Street Northeast, Otsego, Minnesota 55330. 3. No digital data was available for the properly described hereon per Federal Insurance Rale Map No. 27074 7002 A, dated September 30. 1992. 4. The total area of the properly described hereon Is 44,156 square feet or 1.0136B aae& 5. The contours depicted hereon are per elevation data collected while conducting the fieldwork. The contour Interval Is 1 foot. SITE BENCHMARK /I:Top nut of hydrant located In the Nwtheasl comer of the surveyed property El—tion - 867.58 feet. (NGVD29) SITE BENCHMARK /2:Top nut of hydrant to the South of the surveyed properly EJevoUm - 867.14 feet. (NGVD29) 6a. No zoning report or leper was received from the insurer pursuant to Optional Table A Item 6(a), as set forth In the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land lithe Surveys. 6b. No zoning report or letter was received from the Insurer pursuant to Optional Table A Item 6(b), as set forth In the 2021 Minimum Standard Detail Requirements far ALTA/NSPS Land Title Surveys. 7o. No buildings were observed In the process of conducting the fieldwork. 71b1. No building. were observed in the prat... o1 conducting the fieldwork. 7c. No buildings were observed In the process of conducting the 8eldwo/k. 8. Substantial features observed in the process of conducting the fieldwork ore depicted hereon. 11a. Existing utilities, services and underground structures shown hereon were located either physically, from existing cads made awlable to us, by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. 230340280, However, lacking excavation, the exact location of underground features cannot be a we detailed Information is required. the urais cam ltha and excavation depicted. Where additional anent Ia ion oil that lUes and reliably necessary. Other frontes and ser. of may be presentand verification to I the owners of the res active utilities filar to and location 1. all utOr is anal services should be obtained frwn p p any design, planning a ez<avellon. 14. The Intersection of 87th Street Northeast and Poi Avenue Northeast Is located at the southwest coma of the surveyed properly. t a moving work building 18. co of the date Or of this surrey there Is no observable evidence of rumenearth g g eonstmctlon a building oddiltana on the property desuibed hereon. 17. The surveyor Is unowwe of any completed ar proposed changes In street right-of-way lines, As of the date of this s yy there 1. no observable evidence of recent street w sidewalk construction or repair. that affect the property described hereon. 18. The plottable offelle easement. w servitudes disclosed In documents provided to the surveyor are depicted hereon. -GOPHER STATE ONE CALL NOTE:1 Lief o1 unities notified per Gopher Stole One Coll Ticket No. 230340280. ARN0 ELK RIVER UTILITIES CHARTER COMMUNICATIONS MCI CITY OF OTSEGO CENTER POINT ENERGY CENTURYLINK-CTLOL WRIGHT COUNTY HIGHWAY DEPT ELK RIVER AREA SCHOOLS ISO 782 F_CERTIFICATION: To Christian Brothers Automotive Corporation, a Texas corporation; TCF Notional Bank, a national banking association; Commerclal Partners Title, a division of Fidelity Notional TH1. Insurance Company. This Is to certify that this mop w plat and the survey on which Il Is booed w re made M accordance with the 2021 Minimum Standard Dotal Requkementa I. AL7A/NSPS Land 11Ue Surveys, pinny established and adopted by ALTA and NSPS, and Includes Items 1, 2, 3, 4, 5, 6(0), 6(b), 7(0). 7(bx1), 7(c), B. 11(0), 14, 16, 17, and 18 of Table A thereof. The fialdwork won completed an February 14, 2023. Data of Plat or Map: February 14, 2023 Kimley Horn & Associates, Inc.I 15800 87th Street Northeast Otsego, Minnesota 55330 No. 60062 475 Old Highway 8 NW, Suite 200 .� ERA New Brighton, Minnesota 55112 ?HONE: (612) 466-3300 WWW.EFNSURVEY.COM Egan, Field & Nowak, Inc. COPYRIGHT 2023 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 L[ -A ITL - I V Fr lD_ u fief a`PFAV5 9AlRwr —6 LE G�n�1LEe 6N2e D 5: (D SANITARY MANHOLE a 5$D— PARCEL9 ""N PER OLYn IfO. A/01016➢ SURVEY ITEMS PER SCHEDULE B: ITEM 9: Utility and drainage easements as shown on the recorded plat of Great River Centre of Otsego. Said Easement affects the surveyed properly and in depicted hereon. ITEM 1D: Subject to Otsego Township Road Map filed December 17, 1985, as Document No. 404209. Said Township Road Map does not affect the surveyed property. No plottoble Items to depict. ITEM 11: Sub)ect to Wright County Highway Right -of -Way Plat No. B filed April 5, 1989, as Document No. 455231. Sold Right -of -Way Plot No. 8 is embraced within the publ!c right of way od)olning the surveyed property and Is depicted hereon for reference. ITEM 12• Terme, conditions and obligalfans of Development Agreement Great Rlwr Centre of Otsego dated May 16, 2006, filed June I5, 2006, as Document No. A10140D6 and N Development Contract - Lols 1-4, Block 1, Great River Centre of Otsego dated September 19, 2007, Red October 26, 2007, as Document No. AZO397. Sold terms, conditions and obligations affect the surveyed property. No plottoble items to depict. ITEM 13: Terme conditions and obligations contained er 07In Development Contract - Lots 1-4, Block 1, Great Riv Centre of Otsego dated September 19, 20, fled October 26, 2007, as Document No, A1070397. Said terms and conditions offect the surveyed property. No plottoble Items to depict ITEM 14: Terme, conditions and provisions of and easements contained in Operallw and Easement Agreement food July 28, 2006, as Document No. A1019269. Amended by First Amendment to Operation d Easement Agreement dated September 11, 2007, fled October 26, 2007, as Document No. At 070399. Amended by Second Amendment to Operation and Easement Agreement doled July 10, 2008, Med July 14, 2008, as Document No. A1093306; being corrected by Corrective Second Amendment to Operation and Easement Agreement dated July 10, 2008, Med July 14, 2014, as Document No. A1267009, to Include attached Exhibit X-2. Amended by Third Amendment to Operation and Easement Agreement dated October 15. 2014, fled October 22, 2014, a• Document No. A1274011. d property, The easements described In said documents T-8119, COndl11an9 and prOvl9tan9 affect the 6arV<yre p Dp y. not thernalicolly defined and re scaled from elle plan 'Exhibit X-3' per document No. A1274011 where mvolatile. The parking area referenced in sold documents Is blanket In nature over the parking area depicted per aerial mopping on Sheet 2 of 2 The utility easement referenced In sold documents is not mathemalkally defhed and not depicted hereon. ITEM 15: Terms and conditions of Site and Building Pion Approval dated March 24, 2008, fled June 11, 2008, as Document No. A1090653. Sold terms and conoitions affect the surveyed property. No plotlable Items to depict ITEM 18: Tema and conditions of Sign Easement Agreement dated June 27, 2008, filed July 2B. 2006, as Document No. A1019267. sold terms and condition- benefit the surveyed properly. The location of the easement, described in said document ore depicted hereon. (See Sheet 2 of 2). ITEM 17: Easement for water Ilne and related purposes. M favor ofthe City of Otsego, a Minnesota municipal corporation, canlained In Grant of Easement (Short Form) dated June 27, 2006, filed July 2& 2006, as Document N. A101926B. Amended by First Amendment to Grant of Easement dated September 19, 2007, fled October 26, 2007, as Document No. A1070398. Said easement affects the surveyed property and Is not mathematically defined. The approximate locotlon of sail easement Is depicted hereon. ITEM 1& Tonna and conditions of and easement far monument sign contained In Sign Easement Agreement doled July. 2008, tied July 14, 2008, as Document No. A109330& Said terms and conditions affect the surveyed properly. The location of the monument sign referenced in said document is depicted hereon. ITEM 19: Terms, conditions, covenonts and restrictions conlalned In Dedarolion of Restrictive Covenant, dated July 10, 2008, fled July 14, 2008. as Document No. A1093309. Sold terms, conditions, covenants and restrictions benefit the surveyed properly. No plottoble items to depict. ITEM 20. Terns and conditions of City of Otsego County of Wright PUD Amendment Approval dated January 9, 2018, tied January 10, 2018, as Document No. A1361947. Said terms and conditions affect the surveyed property. No plottoble Items to depict. ITEM 20. Grant of Easement (Short Form) dated June 27, 2006, filed July 28, 2006, as Document No.A1019265; being amended by First Amendment to Grant of Easement (Shot Form) doled September 19, 2007, filed October 26. 2007, on Document No. A1070398. NOTEExhibit A attached thereto doesn't Indicate the subject property, yet the site plan shown as Exhibit B purports to affect the subject properly. Sold easement fleck the surveyed property and Is not mathematically defined. The approximate location of sold easement is depicted hereon. PROPERTY ADDRESS: ALTA/NSPS LAND TITLE SURVEY FOR: Kimley Horn & Associates, Inc. _LEGAL DESCRIPTION:L_ Parcel 1: Lot 1. Block 1, Great River Centre of Otsego. Wright County, Minnesota Abstract Property Parcel 2 Non-exclusive appurtenant easement farpylon sign purposes as cel forth In the Sign Easement Agreement dated June 27, 2006, flied July 28, 2006, as Document No. A1019267• In the office of the Wright County Recorder. Parcel 3: Non-exclusive oppurterant easements for ingress, agrees. parking, utilities and sign purposes as not forth in the Operatlon and Easement Agreement corded July 28, 2006, s Document No, A1019269; In the First Amendment to Operation and Easement Agreement doled September 11, 2007, filed October 2, 2007, as Document No, A1070399; In the Second Amendment to Operctim and Easement Agreement dated July 10, 2008, And July 14, 20081 as Document Na A1093306; In the Carroll" Second Amendment to Operation and Easement Agreement dated July 10, 2008, fled July 17, 2014, os Document N. A1267009, and in the Third Amendment to Operation and Easement Agreement doted October 15, 2014, filed October 22, 2014, as Document No. A1274011, all in the office of the Wright County Recorder. GENERAL SURVEY NOTES:I 1. The orientation of this bearing system is based on the Wright County coordinate grid (NAD 83-2011 Adj). 2. The legal description and easement Information used M the preparation of this survey Is based on the Canmilment for Title Insurance prepared byy Commerdal Partnere Tills, division of Fidelity National TUe Insurance Company. Commltmenl No. CP71501 doled January 26. 2023 at 7:00 AM. 3. The surveyed property has direct access to 87th Street Northeast, o public right of way. 4. Thta survey shows only those Improvements visible during the field survey, some structures and improvements covered by Ice and arrow, a underground may not be shown. OPTIONAL TABLE A ITEMS:' 1. Monuments hove been placed at all mayor comer of the surveyed prop erlyy desalted hereon, unless already marked ar refwenced by existing monuments a witnesses In dose proxknily to the corner. 2. The address of the property described harem Is 16800 87th Street Northeast, Otsego, Minnesota 55330. 3. No digital data was available for the properly described hereon per Federal Insurance Rale Map No. 27074 7002 A, dated September 30. 1992. 4. The total area of the properly described hereon Is 44,156 square feet or 1.0136B aae& 5. The contours depicted hereon are per elevation data collected while conducting the fieldwork. The contour Interval Is 1 foot. SITE BENCHMARK /I:Top nut of hydrant located In the Nwtheasl comer of the surveyed property El—tion - 867.58 feet. (NGVD29) SITE BENCHMARK /2:Top nut of hydrant to the South of the surveyed properly EJevoUm - 867.14 feet. (NGVD29) 6a. No zoning report or leper was received from the insurer pursuant to Optional Table A Item 6(a), as set forth In the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land lithe Surveys. 6b. No zoning report or letter was received from the Insurer pursuant to Optional Table A Item 6(b), as set forth In the 2021 Minimum Standard Detail Requirements far ALTA/NSPS Land Title Surveys. 7o. No buildings were observed In the process of conducting the fieldwork. 71b1. No building. were observed in the prat... o1 conducting the fieldwork. 7c. No buildings were observed In the process of conducting the 8eldwo/k. 8. Substantial features observed in the process of conducting the fieldwork ore depicted hereon. 11a. Existing utilities, services and underground structures shown hereon were located either physically, from existing cads made awlable to us, by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. 230340280, However, lacking excavation, the exact location of underground features cannot be a we detailed Information is required. the urais cam ltha and excavation depicted. Where additional anent Ia ion oil that lUes and reliably necessary. Other frontes and ser. of may be presentand verification to I the owners of the res active utilities filar to and location 1. all utOr is anal services should be obtained frwn p p any design, planning a ez<avellon. 14. The Intersection of 87th Street Northeast and Poi Avenue Northeast Is located at the southwest coma of the surveyed properly. t a moving work building 18. co of the date Or of this surrey there Is no observable evidence of rumenearth g g eonstmctlon a building oddiltana on the property desuibed hereon. 17. The surveyor Is unowwe of any completed ar proposed changes In street right-of-way lines, As of the date of this s yy there 1. no observable evidence of recent street w sidewalk construction or repair. that affect the property described hereon. 18. The plottable offelle easement. w servitudes disclosed In documents provided to the surveyor are depicted hereon. -GOPHER STATE ONE CALL NOTE:1 Lief o1 unities notified per Gopher Stole One Coll Ticket No. 230340280. ARN0 ELK RIVER UTILITIES CHARTER COMMUNICATIONS MCI CITY OF OTSEGO CENTER POINT ENERGY CENTURYLINK-CTLOL WRIGHT COUNTY HIGHWAY DEPT ELK RIVER AREA SCHOOLS ISO 782 F_CERTIFICATION: To Christian Brothers Automotive Corporation, a Texas corporation; TCF Notional Bank, a national banking association; Commerclal Partners Title, a division of Fidelity Notional TH1. Insurance Company. This Is to certify that this mop w plat and the survey on which Il Is booed w re made M accordance with the 2021 Minimum Standard Dotal Requkementa I. AL7A/NSPS Land 11Ue Surveys, pinny established and adopted by ALTA and NSPS, and Includes Items 1, 2, 3, 4, 5, 6(0), 6(b), 7(0). 7(bx1), 7(c), B. 11(0), 14, 16, 17, and 18 of Table A thereof. The fialdwork won completed an February 14, 2023. Data of Plat or Map: February 14, 2023 Kimley Horn & Associates, Inc.I 15800 87th Street Northeast Otsego, Minnesota 55330 No. 60062 475 Old Highway 8 NW, Suite 200 .� ERA New Brighton, Minnesota 55112 ?HONE: (612) 466-3300 WWW.EFNSURVEY.COM Egan, Field & Nowak, Inc. COPYRIGHT 2023 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 4 f L------------------ L --------------- 87TH STREET NORTHEAST I ,w _ • 1 fT � ` :• L I I EAIf44PARCELT �-AHOY 9N. (ASppli PIX ' � , DOC AI01D14) ,\ I A6 Y O v I JC_vv � nI I T I n v V I L. v , fl I n 1 CWN7Y RD 39 NE SITE ss1N s 87TH ST N N a _ s VICINITY MAP t. NOT TO SCALE N 0 80 160 240 SCALE IN FEET FIELD BOOK I PAGE FIELDWORK CHIEF: LH DRAWN BY: REVISIONS A LTA/ N S P S LAND TITLE SURVEYWw.EfNSURVEY.COM L 0 T 2lam- PROPERTY ADDRESS:mN 15800 87th Street Northeast Otsego Minnesota 55330 475 Old Highway 8 NW, Suite 200 New Brighton, Minnesota 55112 Nmim& PHONE: (612)466-3300 Egan, Field &Nowak, Inc.InC. COPYRIGHT ® 2023 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 SHEET 2 OF 2 N0. DATE DESCRIPTION DEVELOf ''R TARGET TRACT! �' "\ DAV TRAC ji I I ``r1 I I I ----J 1-------- r --I r,= —r -,--iso—.----- — ��------ _RI I 1 -------- J -- �— R v J% -- r---� r—I——--�— — -- R WTI F----� r---- I= I I j lartLDD°uc,aroeraoraw� �I IT I I I ( vDpllr II rr v\c n,TE,r-7'94 I I -��` \ f14PARCEL4 \f" I I I I 40, g7EM I I I AAFCAAG DDiD,DDaD qft'""D flrP !� I J c I I�YT. ! R Ar I I I I r I R OEY414 PARCEL 3 / APPROAYAlf EocAHwa cw1011 L:'� L, i A D/61f PfYi MG (.B A101974D.-i I ^ I I I I I DEVELOPER --------------- i ---------- — L'_ _ TRACT L T II I _ —�--------- ---------------- v r (SURVEYED PROPER7YJ 1 `..• I i I)ENS17411 II I'�3'-AroPmu,c Launw a wArzR ur rAs>m�ir / I � � I I I II PER OOG AOS A101➢164 Alp AIOlW94 I I. �. ., ..�,. ', )�. I 87TH STREET NORTHEAST I ,w _ • 1 fT � ` :• L I I EAIf44PARCELT �-AHOY 9N. (ASppli PIX ' � , DOC AI01D14) ,\ I A6 Y O v I JC_vv � nI I T I n v V I L. v , fl I n 1 CWN7Y RD 39 NE SITE ss1N s 87TH ST N N a _ s VICINITY MAP t. NOT TO SCALE N 0 80 160 240 SCALE IN FEET FIELD BOOK I PAGE FIELDWORK CHIEF: LH DRAWN BY: REVISIONS A LTA/ N S P S LAND TITLE SURVEYWw.EfNSURVEY.COM SURVEY FOR: Kimley Horn & Associates, Inc. PROPERTY ADDRESS:mN 15800 87th Street Northeast Otsego Minnesota 55330 475 Old Highway 8 NW, Suite 200 New Brighton, Minnesota 55112 Nmim& PHONE: (612)466-3300 Egan, Field &Nowak, Inc.InC. COPYRIGHT ® 2023 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 SHEET 2 OF 2 N0. DATE DESCRIPTION DRAWING NAME: 411AWI DAV CHECKED BY: LS JOB NO. 41102 FILE NO. 6068 GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR 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 OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CVACSE 3NO2, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND RAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SWILL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALLAS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. ANY WELLS DISCOVERED ON SITE THAT WILL RAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR INA MANNER APPROVED BY ALL JURISDICTIONALAGENCIES. CONTRACTORSWALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANEDAND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTIUTIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN (-SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS, 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUSLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SWILL BE PAID BY THE CONTRACTOR. S. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE 5. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINEDAND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. 1D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE MICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF OTSEGO ENGINEERING DIVISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MHDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2 ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. U. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. S. CONTRACTOR SHALL APPLY ASECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER ADA). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2%. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2'6 (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TACE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALLVERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMPS AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS 50 THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVALAND REPLACEMENT OF 4' OF TOPSOILAT COMPLETION OF WORK ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNERAND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. S. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINTAND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MNOOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CIN OF OTSEGO AND MN/DOT SPECIFICATIONS. 18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVINGAND 0.6% FOR CONCRETE PAVING. THIRD PARTY TEST REPORTS REQUIRED TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: • DENSITY TEST REPORTS • BACTERIOLOGICAL TESTS OF WATER SYSTEM • PRESSURE TEST OF WATER/SEWER • LEAK TESTS ON SEWER SYSTEM ANDGREASETRAPS • ANY OTHER TESTI NG REQUIRED BY THEAGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2 ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BETAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACKFILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONALAGENCY AS REQUIRED. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 16 AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANDIOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12 ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHALL BE LABELED *STORM SEWER'. EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED 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 UTIUTIES AND APPURTENANCES THAT ARE TO REMAJN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTIUTIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. R IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM OF S SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGNAND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGNAND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW UNE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PIANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. 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REMAIN, PROTECTIN PLACE I ..: CI 1 1, 1,, 1, 1 ,III I I I I I I I I I I I I I I I I I I I I I ADJUST SILT FENCEAS I._..'_.,I III EXISTINGTREETO REMAIN, III 11 I' I' 1 111 1111 1 I' 1111 NECESSARY TO AVOID •. I I PROTECT IN PUCE CONFLICT PROTECT IN-PLACE EXISTING TRAFFIC SIGN: I I\ I I I I I I I I I I I I I I I I 1 1 CONTRACTOR TO MAINTAIN I II, EXISTING SIGNS REMAIN.4, SIGNAGE AND CONTROL THROUGHOUT THE OTECTINPLACE DURATION OF CONSTRUCTION PR I, ' III \I 1-�' I I I I I I I I I PROTECT INPUCE I I I I I I I I FxIBTING CURB TO I I I )J III WW�J EXISTING SAN REMAIN, 1 I I REMAIN, PROTECT WATER SEfI ICELINES IN PLACE W:.\;�... \=m Irvr1 1 SF EXISTING ELECTRIC TO \\'''\ REMAIN, PROTECT IN PLACE \\�'. \ PROTECT IN-PLACE \EXISTING MONUMENTSIGN n �e-7za.i ,1'/�.YO .iC4i5 IXISTINGHYDRANTTO X0•''1 REMAIN, PROTECT IN PLACE ',✓ Y r EXISTINGTREE j TO REMAIN _ �M9f PLC .. )• EDC` Tile F _ ' ` EXISTING ELECTRIC TO r-65` REMAIN, PROTECT IN PLACE (PER CITY OF OTSEGO kk STANDARD DETAIL5D7) 3: _1 -'1 PROPOSED SILT SOON OFFSET FOR CLARITY (TYP.XSEE CITY OF OTSEGO DETAIL 605) I I I I I ilk E. EXISTING TREETO REMAIN I 11\ rn°t.E II _ EXISTING WATERMAIN TO REMAIN, PROTECT IN PLACE REMOVE EXISTING BITUMINOUS II II II I I,: I I` I t., II - sgncuT EXISTING ASPHALTTCURSTOMATCH EXISTING 111 I (!I III III I (II \` `EXISTING LIGHTPOSTTO REMAIN, PROTECTIN PLACE DEMOLITION PLAN NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (INA LOCATION APPROVED BY ALL GOVERNINGAUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTIUTIES, ETC. SUCH THATTHE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS INA LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. TH E CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND'OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTIUTIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY WHICH OF BEPERFORMEDS THE UTI UTY COMPANYS FORCES CONCERNING WHICH PORTIONS BE PAID TO THE Y N FEES C RE OBE RPAYIN ALLUTILITY FEES CHARGES. FOR THEIR SERVICES. THE AND ANYF WHICH T CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES ANO CHARGES. S. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIRACCURACY. PRIOR TO THE STARTOF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR ASANY OBSTACLES THAT MAY OCCUR ON THE SITE VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL ONES BEFORE PRECEDING WITH THE WORK E BE OPTIC, ANIYOR GAS LINES NEEDING TO BE REMOVED T. OR ATEDS ALL E, CABLE, FIBER PTI , SH RELOCATED SMALL BE COORDINATED WITH THE AFFECTED UTILITY H THE UTILITY O MPA TIME SHALLBEPROVIDED FOR RELOCATION AND CLOSE COORDINATION WITHTHEL1TOR COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. B. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE B EST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH OTSEGO, WRIGHT COUNTY AND MWDOT. O SHALL CC ESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION AND 9. CALL NOTIFY ALL ROPE MAINTAIN I TI SHALL NOTIFY ALL PROPERTIES IFACCESS WILL BE INTERRUPTED OR ALTEREDATANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICESARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUTAND PAVEMENT REMOVALTO ONLY THOSE AREAS WHERE R IS REQUIREDAS SHOWN ON THESE CONSTRUCTION PLANS BUT IFANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVALAND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORKWITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENTTO PLAN PROPOSED IMPROVEMENTS AND TO ENSUREADEQUATE FIRE PROTECTION IS CON STANTLYAW ILABLE TO THE SITETHROUGHOUTTHIS SPECIFIC WORKAND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL SE RESPONSIBLE FOR ARRANGINCIPROVIDINGANY REQUIRED WATER MAIN SHUTOFFS WITH THE CRY OF OTSEGO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION W LL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERTAND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTIUTIES. 15 INTH E EVENTAWELL IS FOUND THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL L S SHALL BE SEALED BY LICENSEDSED WELL CONTRACTOR IN ACCORDANCE NTH ALLSTATE OFMN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND'OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF ATA PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUTAPPROVAL FROM THE ENGINEER. LEGEND 1 1 1 1 1 1 X X-X•X-X-X•X•X . 0.0.0.0.0 . -- _.._.._- n n QIIJ��/�i18 CTV 0 A ❑E �F SEQUENCE OF CONSTRUCTION: UPON LMPLEMENTATIO14 AND INSTALLATION OF THE FOLLOVANGAREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM DN THE SITE IMPS AND NOTE ANY CHANGES IH LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. Z INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION ATALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. S. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVERALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CML ENGINEERING CONSULTANT THAT THE SITE RAS BEEN FULLY STABILIZED THEN: 1, REMOVEALL REMAINING TEMPORARY EROSIONADN 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 IS 114TFNDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THECONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY. PRIOR TO ANDlOR DURING O INFORMATION O THE CONSTRUCTION SEQUENCE IS CONSTRUCTIONIF ANY NTRACTODITIADDITIONAL SPON N N NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. PROPERTY SUMMARY CBA-OTSEGO, MN `\ -- - - EXISTING ST TO a EXISOREMAIE " REMAIN, PROTECT IN PLACE 70 REMAIN EXISTING IMPERVIOUS AREA WITHIN 0.10AC PROPERTY _ ELt REMAIN, PROTECT IN PLACE 87TH STREET NORTHEAST I PROPOSED IMPERVIOUS AREA WITHIN (100 -FOOT WOE PUBLIC RIGHT-OF-WAY) n �e-7za.i ,1'/�.YO .iC4i5 IXISTINGHYDRANTTO X0•''1 REMAIN, PROTECT IN PLACE ',✓ Y r EXISTINGTREE j TO REMAIN _ �M9f PLC .. )• EDC` Tile F _ ' ` EXISTING ELECTRIC TO r-65` REMAIN, PROTECT IN PLACE (PER CITY OF OTSEGO kk STANDARD DETAIL5D7) 3: _1 -'1 PROPOSED SILT SOON OFFSET FOR CLARITY (TYP.XSEE CITY OF OTSEGO DETAIL 605) I I I I I ilk E. EXISTING TREETO REMAIN I 11\ rn°t.E II _ EXISTING WATERMAIN TO REMAIN, PROTECT IN PLACE REMOVE EXISTING BITUMINOUS II II II I I,: I I` I t., II - sgncuT EXISTING ASPHALTTCURSTOMATCH EXISTING 111 I (!I III III I (II \` `EXISTING LIGHTPOSTTO REMAIN, PROTECTIN PLACE DEMOLITION PLAN NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (INA LOCATION APPROVED BY ALL GOVERNINGAUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTIUTIES, ETC. SUCH THATTHE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS INA LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. TH E CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND'OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTIUTIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY WHICH OF BEPERFORMEDS THE UTI UTY COMPANYS FORCES CONCERNING WHICH PORTIONS BE PAID TO THE Y N FEES C RE OBE RPAYIN ALLUTILITY FEES CHARGES. FOR THEIR SERVICES. THE AND ANYF WHICH T CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES ANO CHARGES. S. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIRACCURACY. PRIOR TO THE STARTOF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR ASANY OBSTACLES THAT MAY OCCUR ON THE SITE VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL ONES BEFORE PRECEDING WITH THE WORK E BE OPTIC, ANIYOR GAS LINES NEEDING TO BE REMOVED T. OR ATEDS ALL E, CABLE, FIBER PTI , SH RELOCATED SMALL BE COORDINATED WITH THE AFFECTED UTILITY H THE UTILITY O MPA TIME SHALLBEPROVIDED FOR RELOCATION AND CLOSE COORDINATION WITHTHEL1TOR COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. B. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE B EST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH OTSEGO, WRIGHT COUNTY AND MWDOT. O SHALL CC ESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION AND 9. CALL NOTIFY ALL ROPE MAINTAIN I TI SHALL NOTIFY ALL PROPERTIES IFACCESS WILL BE INTERRUPTED OR ALTEREDATANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICESARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUTAND PAVEMENT REMOVALTO ONLY THOSE AREAS WHERE R IS REQUIREDAS SHOWN ON THESE CONSTRUCTION PLANS BUT IFANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVALAND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORKWITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENTTO PLAN PROPOSED IMPROVEMENTS AND TO ENSUREADEQUATE FIRE PROTECTION IS CON STANTLYAW ILABLE TO THE SITETHROUGHOUTTHIS SPECIFIC WORKAND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL SE RESPONSIBLE FOR ARRANGINCIPROVIDINGANY REQUIRED WATER MAIN SHUTOFFS WITH THE CRY OF OTSEGO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION W LL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERTAND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTIUTIES. 15 INTH E EVENTAWELL IS FOUND THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL L S SHALL BE SEALED BY LICENSEDSED WELL CONTRACTOR IN ACCORDANCE NTH ALLSTATE OFMN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND'OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF ATA PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUTAPPROVAL FROM THE ENGINEER. LEGEND 1 1 1 1 1 1 X X-X•X-X-X•X•X . 0.0.0.0.0 . -- _.._.._- n n QIIJ��/�i18 CTV 0 A ❑E �F SEQUENCE OF CONSTRUCTION: UPON LMPLEMENTATIO14 AND INSTALLATION OF THE FOLLOVANGAREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM DN THE SITE IMPS AND NOTE ANY CHANGES IH LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. Z INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION ATALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. S. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVERALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CML ENGINEERING CONSULTANT THAT THE SITE RAS BEEN FULLY STABILIZED THEN: 1, REMOVEALL REMAINING TEMPORARY EROSIONADN 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 IS 114TFNDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THECONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY. PRIOR TO ANDlOR DURING O INFORMATION O THE CONSTRUCTION SEQUENCE IS CONSTRUCTIONIF ANY NTRACTODITIADDITIONAL SPON N N NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. PROPERTY SUMMARY CBA-OTSEGO, MN TOTAL PROPERTY AREA 1.01 AC EXISTING IMPERVIOUS AREA WITHIN 0.10AC PROPERTY EXISTING PERVIOUS AREA WITHIN 0.91 AC PROPERTY -J PROPOSED IMPERVIOUS AREA WITHIN 0.74 AC PROPERTY Cf) Q PROPOSEDPERVIOUS AREA WITHIN 0.27 AC PROPERTY TOTAL DISTURBED AREA 0.90 AC ZONING SUMMARY EXISTING ZONING PUD (B3) PROPOSED ZONING PUD (B3) PARKING SETB SIDEIREAR = O'ACKS RIGHT OF WAY =15' SIDE = 10' BUILDING SETBACKS REAR = 20' RIGHT OF WAY = 30' PROPERTY LINE REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING CLEARING d GRUBBING FULL DEPTH SAWCUT REMOVETREE REMOVE CONCRETE CURB d GUTTER REMOVE UTILITY LINES FILL&ABANDON UTIUTY LINES LIMITS OF CONSTRUCTION EXISTING OVERHEAD POWER LINE EXISTING CHNNUNK FENCE EXISTING J -BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTINGUNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING CURB d GUTTER EXIS71NGSIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX UISTI NO GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTINGTREE EXISTING TREE UNE ROCKENTRANCE ® INLET PROTECTION SF SILTFENCE -x-x- SAFETY FENCE - SILTSOCK NORTH GRAPHIC SCALE IN FEET 0 10 20 40 16. Know what's below. Cal before you dig. 16 30 V W mo m Z N O � H -J O a. O Cf) Q J O W W IL p � O W ,LL�(J W Z U O to U v) Z z UZ U W = W O0 O O O > O � LU m Z I -a Z O Qm Z U ��/ N 2 c°D w Tn JLLJ p SHEET NUMBER a C2UU E III III III III III III III III III III III III III I III I III I III I III I III I III I III I III � I III � III Q _ s- I III � O o III III z � In W j III � 4 III Z � W £ I III Q m I III g III I III � I III � III Q II W I I I III I SII PROVIDE DROP INLET PROTECE TAIOF OTSEGOSEGO DETAIL 507) III III III III III /III I I III III III III III m III III III III II I I I � III III III III I III PROPOSED SILT FENCE, OFFSET FOR CLARITY OYP.) PROPOSED DROP INLET III PROTECTION AT CATCHSASIN(SEE .. EL C. ! 87TH STREET NORTHEAST v (100 -FOOT WOE PUBLIC R)GHr OF -WAY) vc5 AM I I 011 I II I I I I I I I I I I I I I I I I PROPOSED UNDERGROUND III STORMWATER BMP FOOTPRINT, SEE SHEETC501 FOR DETAILS I III I III I I II � II l PROPOSED SK, OFFSET C -RI FOR CLARITY _ OTSEITYP.GO EE CITYOF OTSEGO DETAIL SOB) 1 EROSION CONTROL BLANKET INAREAS TH PROPOSED SLOPES GREATER THAN 7:4 I II I II I I II t PROPOSED DROP INLET PROTECTION ATCATCHBASIN(SEE —_ CITY OF OTSEGO DETAIL 507509) II I II � If PLG — } .4 tAPLF.d—• _..�— • :ff .`; �\\\\ _ _ _\\_\..j � _ PROVIDE DROP INLET n PROTECTION (SEE CITY OF • V OTSEGO DETAILI 7) _—_--_---------_ rw,lc a:"ass a LEGEND TOTAL PROPERTY AREA OF OTSEGO DETAIL 5071508) EXISTING IMPERVIOUS AREA WITHIN Q PROPERTY *CITY I I � r-- II I ROCKENTRANCE PROPOSED IMPERVIOUS AREA WITHIN A':I I PROPERTY ® EROSION CONTROL BLANKET 0.27 AC PROPERTY oWU)z TOTAL DISTURBED AREA ® INLET PROTECTION ZONING SUMMARY I. ... .:.I EXISTING1LECOMLINE TO SILT FENCE O SIDEIREAR= W REMAIN, PROTECT/ I PLACE — _ SIDE =10' ADJUSTSILTFENCEAS ® L N • • • LIMITS OF DISTURBANCE NECESSARY To AVOID CONFLICT — — — W j K —zz— SAFETY FENCE LL I— m 0 0 Z to 1.Z 0 SILT SOCWBIOROLL IL H Q m 7� TREE PROTECTION FENCE Z NLET PROPOSED DROP INLET— .; II EROSION CONTROL PLAN NOTES o PROTECTION PROYOF OTSEGO SHEET NUMBER CL 1. ALLPER]METER SILT FENCE AND ROCKCONSTRUCTION ENTRANCES SHALL BE C301 DETAIL5N(SEE CITY OF OTSEGO DETAIL 507508) � Z INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SWILL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. i y 7tno 4. WITHIN ONE WEEK IT DAYS)OF SITE GRADING, ALL DISTURBED AREAS SHALL BE I_ :t I I y TREE PROTECTION MATERIALS. 't I U ui FENCE (TYP.) 4a I - I 5 Z y p U THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. PROPOSED DROP INLET w CONTRACTOR. PROTECTION AT CATCHBASIN(SEE N - I I CITY OF OTSEGO DETAIL 507508) �I a g t THE PADMCENTSTREETS AS EXISSTREETS D WEEPADJACEN STREETS w I 7"i 10. IF SLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANKTRUCKTD ALL CONSTRUCTION AREAS. ��U{ II � CD SEQUENCE OF CONSTRUCTION: EL C. ! 87TH STREET NORTHEAST v (100 -FOOT WOE PUBLIC R)GHr OF -WAY) vc5 AM I I 011 I II I I I I I I I I I I I I I I I I PROPOSED UNDERGROUND III STORMWATER BMP FOOTPRINT, SEE SHEETC501 FOR DETAILS I III I III I I II � II l PROPOSED SK, OFFSET C -RI FOR CLARITY _ OTSEITYP.GO EE CITYOF OTSEGO DETAIL SOB) 1 EROSION CONTROL BLANKET INAREAS TH PROPOSED SLOPES GREATER THAN 7:4 I II I II I I II t PROPOSED DROP INLET PROTECTION ATCATCHBASIN(SEE —_ CITY OF OTSEGO DETAIL 507509) II I II � If PLG — } .4 tAPLF.d—• _..�— • :ff .`; �\\\\ _ _ _\\_\..j � _ PROVIDE DROP INLET n PROTECTION (SEE CITY OF • V OTSEGO DETAILI 7) _—_--_---------_ rw,lc a:"ass a LEGEND TOTAL PROPERTY AREA 1.01 AC EXISTING IMPERVIOUS AREA WITHIN Q PROPERTY EXISTING PERVIOUS AREA WITHIN 0.91 AC 0 ROCKENTRANCE PROPOSED IMPERVIOUS AREA WITHIN 0.74 AC PROPERTY ® EROSION CONTROL BLANKET 0.27 AC PROPERTY oWU)z TOTAL DISTURBED AREA ® INLET PROTECTION ZONING SUMMARY EXISTING ZONING PUD (B3) PROPOSED ZONING SILT FENCE O SIDEIREAR= W PARKING SETBACKS ZO Z SIDE =10' BUILDING SETBACKS REAR = 20' N • • • LIMITS OF DISTURBANCE O� c. W j K —zz— SAFETY FENCE LL I— m 0 0 Z to 1.Z 0 SILT SOCWBIOROLL IL H Q m 7� TREE PROTECTION FENCE Z C) 2 6 U w J EROSION CONTROL PLAN NOTES o SHEET NUMBER CL 1. ALLPER]METER SILT FENCE AND ROCKCONSTRUCTION ENTRANCES SHALL BE C301 Z INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SWILL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. y 7tno 4. WITHIN ONE WEEK IT DAYS)OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STAB LIZEDVATH SEED. SOD, OR ROCK BASE. REFERTO LANDSCAPE PLANS FOR E MATERIALS. O U ui 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLEDAND MAINTAINED IN 4a ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING 5 Z y p U THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE w CONTRACTOR. N 0 Z 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 8. SHALL REMOVE ALL SOILS AND SEDIM ENT a g t THE PADMCENTSTREETS AS EXISSTREETS D WEEPADJACEN STREETS w TINGST NCE WITH CI YREQUIAND NECES ARY IN ACCO REQUIREMENTS. NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 7"i 10. IF SLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANKTRUCKTD ALL CONSTRUCTION AREAS. ��U{ ® y SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THftOUGMOUTTHE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL SEAS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WALL BE INACTIVE FOR 7 DAYS OR MORE. 2. NSTALL UTILITIES, ON DERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALLAPPROPRIATE INLET PROTECTION ATALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. S.PREPARESITEFORPAVING. 6.PAVE SITE AND INSTALL STRIPING. 7. INSTALLAPPROPRIATE INLET PROTECTION DEVICES FOR PAVEDAREAS AS WORK PROGRESSES. B. COMPLETE GRADINGAND INSTALLATION OF PERMANENT STABILIZATION OVERALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CML ENGINEERING CONSULTANTTHAT THE SITE HAS BEEN FULLY STABILIZED THEN: I. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2 -STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF SHIPS. NOTE THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND IS INTENDEDTO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGNAND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REGO REMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. I PROPERTY SUMMARY 1 CBA - OTSEGO, MN TOTAL PROPERTY AREA 1.01 AC EXISTING IMPERVIOUS AREA WITHIN 0.10AC PROPERTY EXISTING PERVIOUS AREA WITHIN 0.91 AC PROPERTY PROPOSED IMPERVIOUS AREA WITHIN 0.74 AC PROPERTY PROPOSED PERVIOUS AREA WITHIN 0.27 AC PROPERTY oWU)z TOTAL DISTURBED AREA 0.90 AC ZONING SUMMARY EXISTING ZONING PUD (B3) PROPOSED ZONING PUD (B3) O SIDEIREAR= W PARKING SETBACKS RIGHT OF WAY = 15' Z SIDE =10' BUILDING SETBACKS REAR = 20' Z c RIGHT OF WAY = 30' Ah NORTH 15. GRAPHIC SCALE IN FEET Knowwhat's below. 0 10 20 40 Call before you dig. u°1 gwyw �3�ao o i �po�eg � E7 apo � Jorcoz aja Kt �iH yy'� _wf w0Fnm f < W m m rZ K Q m D.o 0o a I Z Q Z a N LLj �2 Z N W W 2 oWU)z CL =w O Z 0 Z c W O� c. W W LL I— m 0 0 Z to 1.Z 0 } IL H Q m S2a Z C) 2 6 U w J o SHEET NUMBER CL C301 E Ia FOR REFERENCE ONLY FOR REFERENCE ONLY PFILLED O��r,� 0E BAC U 0TYONO FABRIC) BA.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL I8" OF GEOT7�* IS WRAPED AROUND THE WO 2"X 4'F AND STAPLED. GEOTEXTILE ARE SHALL BE B" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTEXTILE UNDER INLET COVER. QT OOD 2"X4" EXTENDED " BEYOND GRATE WIDTH PON BOTH SIDES. 1Q ALL GEOTEXTRE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. MEETING SPEC. 3886 FOR MACHINE SLICED. ® WIMCO'S MAY BE USED IN PLACE OF ABOVE. k ALL DROP INLET PROTECTION SHALL BE REMOVED © PRIOR TO WINTER FREEZE. Z DROP INLET PROTECTION NO SCALE � APPR VCO TY O! Otse O STANDARDPLATEN0. erns JG y fID 2Wl MINxf1oTA FOR REFERENCE ONLY "ARD SURFACE PUBLIC ROAD 50. 4�N,4b 4 6" MINIMUM 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE R n AIPROYED I cn P STANDARD PLA 1 B A 5[D LJG505 y MIMM[IOTA FOR REFERENCE ONLY J�- 10 ff F� 10 ,f STAKES (PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15% r 2" TRENCH (D BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT SOCK No scA PROYCO {-p CITY OF LJQ O STANDAR58LATE N0. 0 R B JG [EB [009 NIN XIIorA FOR REFERENCE ONLY WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM END OF BLANKET s IN BURIED IN 6" DEEP VERTICAL TRENCH NOTEi WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BICSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE S v� APP VC } 6JG F O STANDARD PLATE NO. 502�E Rrnxo JG r uARcx loos Nlx"elorA PROVIDE FENCE AROUND CRITICAL ROOT ZONE OF TREE. FENCE SHALL BE PLACED IN A CIRCLE WITH A RADIUS OF 1' PER 1 DIAMETER OF THE TREE MEASURED AT 4.5' ABOVE GROU14D FOR INDIVIDUAL TREES OR STANDS OF TREES. TREE PROTECTION 1'/OODEN ENCE EL POST LAYER SOIL of 01 Z 0 MnDOT 2573 MACHINE SUCED OR PREASSEMBLED MIH. 2 1/2' ABOVE GROUND OPTION �AS APPROVED BY THE CITY ENGINEER. 6"X6" EARTH FILL II �-FENCE MATERIAL 6" APRON 5' POSTS - 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3886 mil�awi°n SILT FENCE NO SCALE 1 O R e.a U o € - APPRovEo ycn PO STANDAR N0. P8 R [o LJ G 501LATE Y 5 -10 -OT NIMMef OTA FOR REFERENCE ONLY PFILLED O��r,� 0E BAC U 0TYONO FABRIC) BA.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL I8" OF GEOT7�* IS WRAPED AROUND THE WO 2"X 4'F AND STAPLED. GEOTEXTILE ARE SHALL BE B" MIN. GREATER ON ALL SIDES OF THE INLET COVER PLACE GEOTEXTILE UNDER INLET COVER. QT OOD 2"X4" EXTENDED " BEYOND GRATE WIDTH PON BOTH SIDES. 1Q ALL GEOTEXTRE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. MEETING SPEC. 3886 FOR MACHINE SLICED. ® WIMCO'S MAY BE USED IN PLACE OF ABOVE. k ALL DROP INLET PROTECTION SHALL BE REMOVED © PRIOR TO WINTER FREEZE. Z DROP INLET PROTECTION NO SCALE � APPR VCO TY O! Otse O STANDARDPLATEN0. erns JG y fID 2Wl MINxf1oTA FOR REFERENCE ONLY "ARD SURFACE PUBLIC ROAD 50. 4�N,4b 4 6" MINIMUM 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE R n AIPROYED I cn P STANDARD PLA 1 B A 5[D LJG505 y MIMM[IOTA FOR REFERENCE ONLY J�- 10 ff F� 10 ,f STAKES (PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15% r 2" TRENCH (D BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT SOCK No scA PROYCO {-p CITY OF LJQ O STANDAR58LATE N0. 0 R B JG [EB [009 NIN XIIorA FOR REFERENCE ONLY WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM END OF BLANKET s IN BURIED IN 6" DEEP VERTICAL TRENCH NOTEi WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BICSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE S v� APP VC } 6JG F O STANDARD PLATE NO. 502�E Rrnxo JG r uARcx loos Nlx"elorA PROVIDE FENCE AROUND CRITICAL ROOT ZONE OF TREE. FENCE SHALL BE PLACED IN A CIRCLE WITH A RADIUS OF 1' PER 1 DIAMETER OF THE TREE MEASURED AT 4.5' ABOVE GROU14D FOR INDIVIDUAL TREES OR STANDS OF TREES. TREE PROTECTION 1'/OODEN ENCE EL POST LAYER SOIL of 01 Z 0 p ZZF h Z]Z],� KNWN w 6N�O0 N�j o i - yZs Z EJ rcai 10, -a a o mil�awi°n vaif rwf O U U W a N Z N n o ❑ m � �J Q Q Z W Z LLQ O9� o pwW DO LJ.I U I— V) Z z U U Z W W O O 00— O N LL W m C) Z H O' ¢aZ i aF-LUD Q 16 0 U I„ N J LLj 0 E SHEET NUMBER 0-1 C302 Il I III III I III I\\( �..I</Af•i.E^ �.TI./r[r%f IL- _: — 10- BUILDING SETBACK E _ 15- PARKING SETBACK ...... ... .. .............. ..... I I. •a D NAGE & •EX i PAI � '.UTI LITY EASEMENT 67 UILDING SETBACK AGREEMENT) / " A / K.,••� •.D♦ ............ ..1, .��� 1 •:` '' • •' • / EXISTING MONUMEM SIGN !r !' / A$ t\ I-''� �- EX 1a DRAINAGE& zz \\ \\�; .\.,y••+ UnLfTYEASEMENr ¢ a �j 61°P1 E 87TH STREET NORTHEAST v (100 -FOOT WDE PUBLIC RIGHT-OF-WAY) L --, All I I -I 50' BUILDING SETS AGREEMENT) .......... 3a BUILDING SETBACK! /,'R2'p/ . .� PARKING SETBACK -7a �J 41i•PLE-()• �!J 11FPI.f. �_- - - - i::: I I I I - i Jr SL I I III I III I III I III I III I III EXISTING HYDRANT TORENWN EX. DRAINAGE 8 UTILITY EASEMENT I I I EX. 1a DRAINAGE & UTILITY EASEMENT I I Il/ I 2a (BUILDING SETBACK I I T I �- II Fo I II N Z II EXISTINGACCESS EASEMENT SITE PLAN NOTES PROPERTY SUMMARY I I I I I I l o l 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITYICCUNTY REGULATIONS AND CODES AND O.S.HA. STANDARDS. 2 CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES. TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BETANDOUTER CURBED RADII ARE TOBEta UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE S. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. S. EXISTING STRUCTURES WITHIN CONSTRUCTION OMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID, 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE 140TED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL YORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPEC] FICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY. UTILITY AND ROAD INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD & NOWAK, INC., DATED 02/142023. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. S. PYLONt MONUMENT SIG115 SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL& INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION ANDANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON I MONUMENT SIGN. 9. CONTRACTOR SHALL REFERENCE ARCH I MEP PLANS FOR SITE LIGHTING AND ELECTRICALPLAN. 10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER OFINAL ORALTA SURVEYVEY FOR EXACT LOT AND P ROPERTY BOUNDARY 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 1 S IN LENGTH UNLESS OTHERWISE INDICATED. CBA - OTSEGO, MN TOTAL PROPERTY AREA 1.01 AC EXISTING IMPERVIOUS AREA WITHIN 0.10AC PROPERTY MINI,BURRING EXISTING PERVIOUS AREA WITHIN 0.91 AC PROPERTY PROPOSED PARKING SETBACK LCL' 0.74AC PROPERTY DPROPOSED PROPOSED PERVIOUS AREA WITHIN 0.27AC ! ♦.1 TOTAL DISTURBED AREA PROPOSED LIGHT ZONING SUMMARY EXISTING ZONING AUTOMOTIVE REPAIR PROPOSED ZONING BUILDING O SIDEIREAR = W PARKING SETBACKS ±6,000 SF ............ ..1, .��� 1 •:` '' • •' • / EXISTING MONUMEM SIGN !r !' / A$ t\ I-''� �- EX 1a DRAINAGE& zz \\ \\�; .\.,y••+ UnLfTYEASEMENr ¢ a �j 61°P1 E 87TH STREET NORTHEAST v (100 -FOOT WDE PUBLIC RIGHT-OF-WAY) L --, All I I -I 50' BUILDING SETS AGREEMENT) .......... 3a BUILDING SETBACK! /,'R2'p/ . .� PARKING SETBACK -7a �J 41i•PLE-()• �!J 11FPI.f. �_- - - - i::: I I I I - i Jr SL I I III I III I III I III I III I III EXISTING HYDRANT TORENWN EX. DRAINAGE 8 UTILITY EASEMENT I I I EX. 1a DRAINAGE & UTILITY EASEMENT I I Il/ I 2a (BUILDING SETBACK I I T I �- II Fo I II N Z II EXISTINGACCESS EASEMENT SITE PLAN NOTES PROPERTY SUMMARY I I I I I I l o l 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITYICCUNTY REGULATIONS AND CODES AND O.S.HA. STANDARDS. 2 CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES. TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BETANDOUTER CURBED RADII ARE TOBEta UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE S. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. S. EXISTING STRUCTURES WITHIN CONSTRUCTION OMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID, 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE 140TED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL YORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPEC] FICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY. UTILITY AND ROAD INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD & NOWAK, INC., DATED 02/142023. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. S. PYLONt MONUMENT SIG115 SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL& INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION ANDANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON I MONUMENT SIGN. 9. CONTRACTOR SHALL REFERENCE ARCH I MEP PLANS FOR SITE LIGHTING AND ELECTRICALPLAN. 10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER OFINAL ORALTA SURVEYVEY FOR EXACT LOT AND P ROPERTY BOUNDARY 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 1 S IN LENGTH UNLESS OTHERWISE INDICATED. CBA - OTSEGO, MN TOTAL PROPERTY AREA 1.01 AC EXISTING IMPERVIOUS AREA WITHIN 0.10AC PROPERTY PARKING EXISTING PERVIOUS AREA WITHIN 0.91 AC PROPERTY PROPOSED PARKING PROPOSED IMPERVIOUS AREA WITHIN 0.74AC PROPERTY DPROPOSED PROPOSED PERVIOUS AREA WITHIN 0.27AC PROPERTY TOTAL DISTURBED AREA 0.90 AC ZONING SUMMARY EXISTING ZONING PUD (B3) PROPOSED ZONING PUD (B3) O SIDEIREAR = W PARKING SETBACKS RIGHT OF WAY = 15' LL SIDE =10' BUILDING SETBACKS REAR =20' Z 1 RIGHT OF WAY = 30' BUILDING DATA SUMMARY AREAS PROPERTY LINE BUILDING AREA 36,000 SF PERCENT OF TOTAL PROPERTY AREA 13.7% PARKING DRAINAGEAND UTILITY EASEMENT REQUIRED PARKING 30 SPACES Q 1 STALL PER 200 SF GFA PROPOSED PARKING 38 SPACES @ 6.33 RATIO ADA STALLS REQUIRED/PROVIDED 2STALLS /2 STALLS LEGEND — - - PROPERTY LINE — SETBACKLINE • LIMITS OF DISTURBANCE(OFFSET ('FOR CLARITY) ------ DRAINAGEAND UTILITY EASEMENT x—X—x—X—X- PROPOSED FENCE PROPOSEDCURBAND GUTTER Z PROPOSED HEAVY DUTY ASPHALT DPROPOSED STANDARD DUTY ASPHALT �.3)y7•.i�`y:: PROPOSED CONCRETE PAVEMENT �- PROPOSED CONCRETE SIDEWALK OPROPOSED LANDSCAPE AREA KEYNOTE LEGEND OA 8612 CU RB & GUTTER (TY P.) OB TRANSITION CUR13(FLAT CURB TO 6• CURB) OC FLAT CURB Op 6• CONCRETE FILLED PIPE BOLLARD, SEE DETAIL OE MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER O ACCESSIBLE PARKING AREA, SEE DETAIL OG AREA STRIPED WITH 4-SYSL Q 45, 7 O.C. OH 30•x30•STOPSIGN O CROSS GUTTER, SEE DETAIL O ACCESSIBLE PARKING SIGNAGE, SEE DETAIL O PROPOSED TRANSFORMER PAD PER ELK RIVER UTILITIES STANDARDS AND SPECIFICATIONS O TRASH ENCLOSURE CONTAINER (SEE ARCH PLANS FOR DETAILS) O PROPOSED MONUMENT SIGN, SEE SIGNAGE PLAN FOR DETAILS GRAPHIC SCALE IN FEET 0 10 20 40 o Know what's below. Call before you dig. a URw 3gao o i Rfa E� 0 FzE�o Foamed 19 wWFOw2 �f 00 � U 3 w o = 81 o � o 0 O Z Z W �_ J Z E W 0 F- ir—^ z N U) U) Z O Z I� W =W LL '0' 0 0 L� p Vn W UJ m O Z 1 F -a Z 00 O W Q 1- 1 D_ I- Q Z m ILI J LU F- O SHEETNUMBER lY � C400 Or I� ���1,•�-�!Il;�+ate, { VARIES' BUILDING 4' (MIN.) GEOTEXTILE FABRIC—J-- S SECTION A—A NOTES: RIP RAP SHALL BE RIP RAP CL It s' ERIP-RAP PAD O \ J 7 N.T.3. NOTE: EXPANSION JOINT SPACING IS 100' MIN. 3' CL. 5 UNDER C.&G. Curb Type X Y 8612 12' 20' 8616 16' 26' B624 24' 32' 9 B6 CURB AND GUTTER NO SCALE CURBTAPER �FN%RgryS�nG yo SF pCgN � S U ��� CONCRETE CURB TRANSITION N.T.S. 30" 17--\�A� WHITE LEGEND RED BACKGROUND R1-1 30"X30" "STOP" SIGN N.T.S. SLOPE SAME ASTOP 12'R 6' 3'R 1/2" R ROADWAY s�B" MAT BIT. 1 TOP BIT. MAT `O 12'PER FOOT 1�- d •1%L'R F � a � d ° 8' 12 BASE I 24" I BASE B612 CURB &GUTTER (OUTFALL) NO SCALE PAVEMENT SECTIONS ARE PROVIDED AS A MANUFACTURED BY COURTESY ONLY. REFER TO GEOTECHNICAL TopGord LLC, w—topgardcap.com, REPORT FOR ALL PAVEMENT, SUBGRADE OR APPROVED EQUAL HANDICAPPED PARKING BITUMINOUS WEAR COURSE PER I T BITUMINOUS WEAR COURSE PER OT 2360 MVW'E35035B MNDOT 2368 MVWE350368 MNDOT SPEC 2357 TACKCOAT IR. MNDOT SPEC 2357 TACKCOAT ,FILLED WITH 3500 PSI IDENTIFICATION LOGO TO GROWN CONCRETE TO SIGN TYPE PER PLAN ( PREVENT PONDING 1 BE PAINTED ON PAVING PAVEMENT FOR REFERENCE ONLY I J 4 z •••a �• .' COMPACTED SUBGRADE-1 O Z ILL! 5' m w GALVANIZED OR TO MINMIIFRO DEPTH IF REATER+++ 24" DIAMETER F SQUARE TUBE i NOTE: O L> •' BREAKAWAY = ACCESSIBLE PARKING SIGNS SHALL BE MOUNTED m ZA' z I_, Oi a Z 0 TUBE POST SO, MIN. AND 6S' INCHES MAX. ABOVE THE FINISHED I — III — III—III NATIVE MATERIAL A. VARIABLE -- fq SLOPE TOP fa GROUND SURFACE. ALL OTHER SIGNS TO BE 7'E" ABOVE FINISHED GROUND SURFACE. r}N • ALL SIGNS ARE TO BE AFFIXED TO POST WITH RUST RESISTANT HARDWARE. ++SATIN FINISH, ACRYUC POLYURETHANE ENAMEL OR: TO CONFORM TO ARCHITECTURAL OF CONCRETE' m C) NOTES: DESIGN CRITERIA FOR A SPECIFIC PROJECT OR PROPERTY. I2.5' = +++ REPORT OR STRUCTURAL ENGINEERING RECOMMENDATIONS. C V W OR: PER GEOTECHNICAL zn GROUND SURFACE LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY PARKING BE PAINT. 6 X 6 X 1010 WWM o A �f CONCRETE FILLED PIPE BOLLARD W SHEET NUMBER C401 STATE AND LOCALL AND COLOREDN PA PERENT AL STANDARDS. i •11 N DETAIL PROVIDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL NOTE: FOR ALL ACCESSIBLE DETAILS. DETAILS PRESENTED 114 DEPTH OF CONCRETE SHALLn ARCHITECTURAL TAKE PRECEDENCE T BE DEERMINED BY TYPE OF CURB AND GUTTER 12' 3500 P.S.I. P.C. CONCRETE BASE ACCESSIBLE PARKING SYMBOL SECTION AA 3 N.T.S. %1 SIGN POST INSTALLATION DETAIL 1 N.T.S. 4' PAINIEO WHRE STRIPING 4' WHITE STRIPE ATT -0' O.C. 3 ^y 1� I I I HANDICAP ACCESSIBLE SIGN WHITE SYMBOL ON BLUE BACKGOUND FLUSH CURB Jy LEGEND d BORDER: WHITE HANDICAP ACCESSIBLE SIGN •�iP BACKGROUND: TRANSITION CURB TRANBfiION CURB O a A Q PARKING K-1419 lnWPLAQUE TYPICALATALL VAN • + VEHICLE ID ACCESSIBLEPARKINGSPACES Qt . , °' W �•;�•�_ REQUIRED NOTES: s �. � !y'� P TO$2 FIN Up. 1. All LETTERS ARE I'AERIES'C' PER MUTCD. EXPANSION JOINT- .INTEGRAL y • FORVIOLATIO 2 SIGNSHALL HAVE A REFLECTORIZED(ENGINEERING GRADE) BLUE a -L•+ BACKGROUND WTH WHITE REFLECTORMED LEGEND AND BORDER. Jo A .1 CONCRETE CURB AND GUTTER b� VAN 3. FINE NOTIFICATION SIGN SHALL RAVEAREFLECTORIZED(ENGINEERING ACCESSIBLE GRADE) WITH WHITE LEGEND AND BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT. R4. w TYPICAL CROSS GUTTER S ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. hVPARKVlG D NO SCALE e. INSTALLED HEIGHT OF SIGN SHALL BE ACCORDANCE WITH SECTION 2423 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND - '�•I g g �I PAINTTHEWORDS'NO PARKING' WITHIN EACH 9'-0' o STATE OF MINNESOTA ACCESSIBILITY CODE. ACCESS AISLE WHERE - (PER PLAN) _ I SHOWN USE 12' MINIMUM 7. ALL ACCESSIBLE FEATURES TO BE IN STRICTACCORDANCE WITHADA HIGH WHITE LETTERS n $ STANDARDS AND LOCAL LAWS. NOTE: REFER TO PLAN FOR DETAILED 0AP 0 0 CITY OF LAYOUT AND DIMENSIONS tS2 STANDARD PLATE NO. /NURARY 200 NINNiFOTA 702 ACCESSIBLE PARKING SIGNAGE TYPICAL ACCESSIBLE STALL PARKING z 2 N.T.B. 4 iV N.T.S. ���1,•�-�!Il;�+ate, { VARIES' BUILDING 4' (MIN.) GEOTEXTILE FABRIC—J-- S SECTION A—A NOTES: RIP RAP SHALL BE RIP RAP CL It s' ERIP-RAP PAD O \ J 7 N.T.3. NOTE: EXPANSION JOINT SPACING IS 100' MIN. 3' CL. 5 UNDER C.&G. Curb Type X Y 8612 12' 20' 8616 16' 26' B624 24' 32' 9 B6 CURB AND GUTTER NO SCALE CURBTAPER �FN%RgryS�nG yo SF pCgN � S U ��� CONCRETE CURB TRANSITION N.T.S. 30" 17--\�A� WHITE LEGEND RED BACKGROUND R1-1 30"X30" "STOP" SIGN N.T.S. SLOPE SAME ASTOP 12'R 6' 3'R 1/2" R ROADWAY s�B" MAT BIT. 1 TOP BIT. MAT `O 12'PER FOOT 1�- d •1%L'R F � a � d ° 8' 12 BASE I 24" I BASE B612 CURB &GUTTER (OUTFALL) NO SCALE BITUMINOUS BASE COURSE 1.5 -BITUMINOUS BASE COURSE •. MD0T2360 MVNW35035B PER MNDOT 2360 MVNW35MSB IGGREGATE BASE PER MNDOTAGGREGATE BASE PER MNDOT \SS V IN SECTION 3138 CLASS V IN SECTION 3138 SEX APPROVED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT PAVEMENT DETAILS (FOR REFERENCE ONL 11 FLUSH CURB NO SCALE PSI CONCRETE PER -4'AGGREGATEBASEPERMDOT CLAINSECT3138 SUBGRADE W!�APIPROVEDSUBGRADE HEAVY DUTY CONCRETE PAVEMENT DETAIL N.T.& OQio¢ ��� o O 2 Fz-w 2 up"I� ams ^o a:�O�w`u3 PRECAST CONCRETE DOME PAVEMENT SECTIONS ARE PROVIDED AS A MANUFACTURED BY COURTESY ONLY. REFER TO GEOTECHNICAL TopGord LLC, w—topgardcap.com, REPORT FOR ALL PAVEMENT, SUBGRADE OR APPROVED EQUAL PREPARATION, AND COMPACTION REQUIREMENTS BITUMINOUS WEAR COURSE PER I T BITUMINOUS WEAR COURSE PER OT 2360 MVW'E35035B MNDOT 2368 MVWE350368 MNDOT SPEC 2357 TACKCOAT IR. MNDOT SPEC 2357 TACKCOAT BITUMINOUS BASE COURSE 1.5 -BITUMINOUS BASE COURSE •. MD0T2360 MVNW35035B PER MNDOT 2360 MVNW35MSB IGGREGATE BASE PER MNDOTAGGREGATE BASE PER MNDOT \SS V IN SECTION 3138 CLASS V IN SECTION 3138 SEX APPROVED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT PAVEMENT DETAILS (FOR REFERENCE ONL 11 FLUSH CURB NO SCALE PSI CONCRETE PER -4'AGGREGATEBASEPERMDOT CLAINSECT3138 SUBGRADE W!�APIPROVEDSUBGRADE HEAVY DUTY CONCRETE PAVEMENT DETAIL N.T.& OQio¢ ��� o O 2 Fz-w 2 up"I� ams ^o a:�O�w`u3 PRECAST CONCRETE DOME V / MANUFACTURED BY W TopGord LLC, w—topgardcap.com, O OR APPROVED EQUAL L r LL Lu 8' STEEL PIPE BDL -ARD U ,FILLED WITH 3500 PSI V / Y. VA14Y FOR CONCRETE PAINTED Z W SPECIFIC ROHS CT YELLOW+ O L r U V / GROWN CONCRETE TO PREVENT PONDING PAVEMENT z (f) z •••a �• .' COMPACTED SUBGRADE-1 O Z ILL! N. OR TO MINMIIFRO DEPTH IF REATER+++ O CONCRETE FOOTING rr� O L> •' p (f) m A' 4' MIN.--- z I_, Oi a Z 0 I — III — III—III NATIVE MATERIAL a H 1=1 I r}N • ALL SIGNS ARE TO BE AFFIXED TO POST WITH RUST RESISTANT HARDWARE. ++SATIN FINISH, ACRYUC POLYURETHANE ENAMEL OR: TO CONFORM TO ARCHITECTURAL Q Z m C) O DESIGN CRITERIA FOR A SPECIFIC PROJECT OR PROPERTY. = +++ REPORT OR STRUCTURAL ENGINEERING RECOMMENDATIONS. C V W OR: PER GEOTECHNICAL G U) � o A �f CONCRETE FILLED PIPE BOLLARD W SHEET NUMBER C401 L �' NO SCALE a E GRADING PLAN NOTES UIU I. ALLWORK SHALL BE PERFORMED IN ACCORDANCEWITH THE CITY OF OTSEGO, SPECIFICATIONS F- AND BUILDING PERMIT REQUIREMENTS. p 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE@1A00.252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVA710MCONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWERPIPESHALL BE AS FOLLOWS: RCP PER ASTM G78 HOPE ITOR PERAASHTO AST HDPE 12'40 GREATER PER 55TH F-2306 PVC SCH.40 PER ASTM 61785 N STORM SEWER FITNNGS SHALL BE AS FOLLOWS: p RCP PER ASTM C-76, JOINTS PER ASTM G361, 0990, AND 6443 W HOPE PER ASTM 3212 S PVC PER ASTM D334 0,JOINTS PER ASTM D3212 %O IT (. 71 I 1 III f -' I / I 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES ANO - l TOR LL IMMEDIATOPOGTELY VIC FEATURES PRIOR NOTIFY THE PROJECTOENGESTART INEER OF ANY DISF SITE CREPANCIES E30R VNG. THE AR TIONS. 5. SUBGRADE EXCAVATION SI4ALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET P �� � •y �/'p,W`�-�"s--��\,\ �� ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SU RFACEMATERVILADJACENTTO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TOAVOID UNDERMINING OF EXISTING PAVEMENT. -- II T-"- A<''4� 6. CONRtACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTALAND VERTICAL CONTROL PROPOSED UNDERGROUND III STOEMWATER DETENTIONSYSTEM P 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ME864.46 III SEE SHEETS C DI d C503 FOR DETAILS - - _ = E164 29 ALIGNMENTS. 1 CB11 , • .. . . .. . • - 6864.16 I B. GRACES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE s. III ' 6.86594 •, I �\ ELEVATION AND LEAVE STREETREADV FOR SUBBASE. j 6:864.77 ._ 1 p ME/7.864.94 585----- X ----- \ \q 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY O O ui III I' I I MEIG:864.44 I------ - lTENS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR III I I I I ANDSHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 4w ME:883.97 a g 15. REFER TOTHE UTILITY ASTINGPLAN I TRUCTURENOTSEWERTION MAIN, WATER MAIN SERVICE LAYOUTAND ELEVATIONS AND CASTING/STRUCTURE NOTATION. rc G:863.93 I 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH 6:865.44 / M \-- -,SMOOTH UNI FORM SLOPES TO PROVIDE POSITIVE DRAINAGE. ^ m w llll 12. INSTALLA MINIMUM OF 4'CIASS SAGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE z 3" 6.864.57` SIDEWALKS. p N Z III I •.rar;ly 6:865.21 'l c:664.57 i x III III L\ I / _ STtAH 14 _ 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS N III / 3 SiRMAB s - AND DISTURBEDAREASONSITE. ALL DISTURBEDAREAS SHALL BE RE -VEGETATED WITH A MINIMUM S7M1113 i 6'869.48 6:863.59 OF 4'OFTOPSOIL G85424 t.. ME863.84 '=.i-„ 14. ALL SPOT ELEVA71ONSICONTOURS ARE TO GUTTER/ FLOW LINE UNLESS OTHERWISE NOTED. o CB{ -- (I!�- 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING C ROBBING DRIVEWAYS SHALL ® y ~ 11 6:864.37 6884.00 ' \ ;l✓It rpt CONFORM TO CURRENT ADA STATURATIONAL STANDARDS.IN NO CASE SHALL ACCESSIBLE RAMP �- O U 3 I I 7.865.43 X/ I I STMH 76 _ - � _ - _== _ - -- - - SLOPES EXCEED I VERTICALTO I2 HORIZONTAL IN NO CASE SHALL SIDEVIALKCROSS SLOPES �I Z 86484 G:864.93 ( I I r EXCEED 2%. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL III I Ir II j\ I 865.10 syr 88485 _ f I I . I ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2%(1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK III I W U I CBMN2 0.5 I ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BEADA COMPLIANT. CONTRACTOR� J 865 • Bq° 1 <.3fI I SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CAN TEE METINANY LOCATION PRIOR III � j I T:865.2fi I 6:664.12 %I t1 SN879 m �r m TO PAVING. 6N0 CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR 0.DA COMPLIANCE I G:e6a.n T Issues. I 1717° � T/G:865.290"J✓ e f T wo w ` T.865.72 �/ �' I ' -� - 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. HiQ / > I 6:865.22 6:864.33 I - - - - - - O Q H ry % 0 TIG:665.35 7:865.46 III � I T/6.864.83 2.40% Xm FFE:B65.35 I I 17. CONTRACTOR TO PROVIDE 3'INSVLATION BY SYADE CENTERED ON STORM PIFFLE LESS THAN t9 tAE:865.33 13 OF COVER IN PAVEMENTAREAS ANO LESS THAN 3'OF COVER IN lANOSCAPE AREAS. S Z 697• A STRMJO SNB 32 665.51 6:864.96 6:863.22 I \� W'dPfYE °� p p - o 7864.85 1& ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BEAT ELEVATION <XXXXx>OR LOWER 3 u VJ 727% I ME:863.34 - UNLESS NOTED OTHERIMSE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. G 8 ¢003 f� I �y/ ME865.32 STUB 27 SNB 38 64.13 p z g G:864.90 664.67 864.85 79. ALL STORM SEWER C ONNECTIONS SHALL BE GASKETED AND WATER TIGHT I NCLUDING MANHOLE B65 Z9pe FFE:865.35 STRMJ9 FFE:.35 CONNECTIONS. CO2B CBMH7 �o Q` 2-��w C Y (1. � % 2.50% 20. ALL STORM SEWER PIPE SHALL BEAIR TESTED IN ACCORDANCE NTH THE CURRENT PLUMBING -, I I t I \� I 6:863.76 I i CODE. a ME86292. ¢cw-i Coww --- 21. MAINiAINAMINIMUM OF 1.25%SLOPE IN BITUMINOUS PAVEMENTAREA5, 0.5%SLOPE IN CONCRETE $z w r5' R.CP. p {qP(I„ _ E PAVEMENTAREAS. i w i F u5 f I FfE865.35 STMH9 ,., m o 6:862.88 I 22 CONTRACTOR SHALL REVIEW PAVEMENT GRADIENTAND CONSTRUCT'INFALL CURB, WHERE Z x 1 II PROPOSED BUILDING m PAVEMENT DRAINS TOWARD GUTTER, AND -OUTFALL• CURB WHERE PAVEMENT DRAINS AWAY ?r d G:86Q63 I 36,000 SF FFE865.35 3.66% l l FROM GUTTER. 16 m N U w o FEE=865.35 m I o k' c m III I II I I I•`1 �, I � zs3% I I I I LEGEND a� o� a m m I(I I ct PROPERTY LINE Y emH O a? Su NB26 • • • . LIMITS OF DISTURBANCE(OFFSET FOR CLARITY) N w III I •B. I A STUB41 ; - -g-p- - 2.50, STRMdEXISTING CONTOUR o 4a PCE \ 7 .- IIISTRM43 3.01% I I 925 PROPOSED CONTOUR J _ III \ 1 FFE:865.35 "� ` PROPOSED RIDGE LINE �i� IC �• F:. •N FFE:865.35/ •�_= Q STUB 21 PROPOSED SWALE III I () 6:864.79 STUB 34 \ I 6:554.03 I 1 ® PROPOSEDSTORM MANHOLE (SOLD CASTING) Z III � ISI; I I 6:884.55 6064.37 • III ` I� I I • 865.10 \ d651d 1 ) • PROPOSED STORM MANHOLE (ROUND INLETCASTING) f� PROPOSEDSTORM MANHOLFJ CATCH BASIN (CURB INLETGASTING) Li 1 II '� p•` \ \ �� �$ l G:863.85 1 © PROPOSED STORMSEWER DSECTION C-) W III PROPOSED FLARED END SECTIONTION �•' 6:864.55 \?B I I ME:863.9311 PROPOSED RIPRAP ZV III I�, \� I X 585 \s'' I • /n m I , v PROPOSED STORM SEWER Q z III 1I ��, I \ • 1 \ 565 (lll I / III 1 ONO --,PRO POSED SPOT ELEVATION Z III �„il 1 As. TAI PROPOSED HIGH POINT ELEVATION O_ 4 \ /-, ME/T:864.26 )- - _ I III HP:0.0 - ---.-' ME/G:863.76 F PROPOSED LOW POINT ELEVATION \` -864 I• \ 1 LPOO PROPOSED GUTTER ELEVATION U 7000 PROPOSED TOP OF CURB ELEVATION \ \ \\\ C - _ -- -• _ - - ^ - -- - - - -'r-- - -- - -- _ - _ _ _ ,, .ME:863.71 1 T/G9.D PROPOSED FLUSH PAVEMENT ELEVATION MATCH EXISTING ELEVATION Z 9I ---EL) �ELC-`U+=-- �{ �_ EOF.9.0 PROPOSED EMERGENCY OVERFLOW ELEVATION Z 7 TW:D.O PROPOSED TOFIBOTTOM OF WALL ELEVATION O a:•{Qei.a BWO. -7TH STREET NORTHEAST "DS`''"" U w (LBO -FOOT WOE PUBLIC R/GHi-GF-WAY) PROPOSED DRAINAGE DIRECTION of w Ft'r .u•: I ,of r I I ov I 4n 5t^' k I T D`% PROPOSED AOA SLOPE OO O O I I fVF1 LL W F, \ a 0 Wm0 -- O Lu Q F- ------- . s • Q m N Q GRAPHIC SCALE IN FEET V 1n G 10 20 40 Know what's below. o A CBII before you dig. SHEET NUMBER 1 d C500 E I I I I I I I I I I I I I I I I I I t I I I I 1 I III I I III I I CB11 I: CB264.43 Pq SCO H531 OR APPROVED EQUAL PE g PIPEIE:860.10 I III TOTAL STORAGE VOLUME PROVIDED: 10,751 OF - I, _I TREATMENT VOLUME PROVIDED (BELOW EL 861.10'): 3,869 CF I III S !J 100.YR HWL:8S22S II \/ 44LF-12'HDPE_ - - r A STMH 14 WIPRWSCOPRESERVE R I I STAIN 13 OR APPROVED EgUAL "...11e STMH 48 RE 864. 4.::.. .. { RE:864.TT IF 560.10 S I IE560.13 SW IE :860.13N IEB60.13E " S .I 38 LF -12 HDPE 48 12 LF-7Z'HOPE CONNECTTO UNDERGROUND �O.BO% .II n X0.50% _✓__ ._ .art �1 -1 STORMWATER BMP V I I RE:861.47-___-- I gp HGAS p GAS (� CIE:B60H10W CB 24'al6' STMH 16 M =NCOM COIR C YOM,* RE:864.00 STMH 48'2' M 00.50%HOPE RE W.66 CBMI12 �- @ 0.50% - -t' IE:Sfi0.1fi N CBMH 48'2' I IE859.70E .I... .. ..'. RE:864S4 • - E:8W.85W T I I I I..... .. . IE:860.32S - IE86D.32 E STRIA39 IE:B6O.32 NE CONNECTTOUNDERGROUN D Q 1.66% I STUB 32 I , l = ..: 'PVC B STORMWATER _:.. L LF-12'HDPE IE:860.S55W I IE:860.57W I I I @0.50% o-- - 4LF-WPVC ' I Q 1.15% WII IE6B1S1O.0BS3E9 WYECONNEMOSTUB 27 IE80.445 28 LF-BPVC IE:560.85 _ I _ -' I IESWATE X1.19%I 14LF-8'PVC CBS IE:860.44N 4LF-8'PVC I I @200% C824'x38' 'I t CO29 X1.19% REB6z.86 S-CO_----------�--�---_ � 'i IE860.17W I I -.... ..�, • I FIE:86523 I E86D.80 E 52LF-12'HDPE IE:BWAO HE I I 4LF-12'HDPE I 0.50% E:660.60 W @ 0.50% I 39 LF-B'PVC .'I @1.19% CBMH7 I CBMH 68'2'x3' 13LF-W IQ RE:863.76 o---- _-------i --i- 02.1% -'0 I IE860.15E I11 LF-15-HDPEI _'.'.._ •,.I I STUB 26 STUB ES6W 85 I Q 0.50% I I CBMH 1 IE:86318 W I I CBMH IB' 2' I STMH 9 I! RE.864.36 S , 22 F -B PVC I I STMH 48' -"...'.Ii IE:960.7DSE QD.W% I WIPRINSCOPRESERVER STUB 21 IE:660 IE:860.70 N BNB NE34- I .55ORAPPROVED EQUAL 13LF-e'PVC II 24 LF-8'PVG RE:WA.20 (. I ...'..Ir Q0.50% IE:860.91 NW I X1.17% IE:BW.1OE ..'.. '. IE:860.10 SW I l WYE CONN E 0.7'SE7 SE I.860 l 1 11 29 LF -71 E B'PVC 4. t1 \\ \ \ L 87TH STREET NORTHEAST (100 -FOOT HIDE PUBLIC R(CHT--OF-WAY) -f k P i a✓:r I I� 1" I I={------ I Fre .dui 3' I 'cezr GRADING PLAN NOTES 1. ALLWORKSHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OTSEGO, SPECIFICATIONS AND BUILDING PERMIT REGUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @<1300.252-1166>AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATIOWCONSTRUCTION FOR UTILITY LOCATIONS. 3. STORMSEWERPIPESHALLBEASFOLLCWS: RCP PER ASTM C-76 HDPE:O'- iP PER AASHTO W252 HDPE 12 OR GREATER PER ASTM F-2305 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FlTTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C361, CA90, AND CA43 HDPE PERASTM 3212 PVC PER ASTM D-=4, JOINTS PER ASTM D3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE STARTOF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECTENGINEER OF ANY DISCREPANCIES OR VARIATIONS. S. SU GRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSETANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORFLONTALAND VERTICAL CONTROL 7. CONTRACTORSHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS, B. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PIAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING I STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF < -CLASS 9 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WITH A MINIMUM OF .,r OF TOPSOIL. 14. ALL SPOT ELEVATIONS'CONTOURS ARE TO GUTTER I FLOW LINE UNLESS OTH ERVASE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACC ESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATEINATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2%. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALLACCESSIBLE PARKING STALLS OR AISLES EXCEED 2%(1.5%TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BNLDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3' INSULATION BY S WIDE CENTERED ON STORM PIPE IF LESS THAN,VOF COVER IN PAVEMENTAREAS AND LESS THAN T OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONSAT THE BUILDING SHALL BEAT ELEVATION IXXXXX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AN D WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 2D. ALLSTORMSEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAINA MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT'INFALL CURB' WHERE PAVEMENT DRAINS TOWARD GUTTER, AND -OUTFALL' CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. LEGEND - - - PROPERTY LINE ® PROPOSED STORM MANHOLE (SOLID CASTING) • PROPOSED STORM MANHOLE(ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) ® PROPOSED STORM SEWERCLENOUT 0 PROPOSED FLARED END SECTION z PROPOSED RIPRAP m}� PROPOSED STORM SEWER U PROPOSED WATERMAIN PROPOSED SANITARY SEWER NORTH GRAPHIC SCALE IN FEET 0 10 20 40 IUD Know what's below. Call before you dig. U m O v , v ID 6 e 3 a m W Z /W'^ v+ Q J z °- o p U rH L1. U Z O Z W = LU LL /O/�� 00 L p V LL t1 F - � LU CD O Z F- a Z 0O O LU F- CL Q m Q Q Z U 2 c°� w LU J 0 O SHEET NUMBER o C501 FOR REFERENCE ONLY DOWNSPOUT, SEE ARCH. PLANS DOWNSPOUT TRANSITION TO DOWNSPOUT CLEANOUT UD PROPOSED GROUND �- 4•-45' BEND E 4'X6' WYE n 6'-90' BEND OUTLET PIPE, SEE PLAN AND SCHEDULE ROOF DRAIN / DOWNSPOUT CONNECTION DETAIL N.T.S. FOR REFERENCE ONLY GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS. A \ A TPIPE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE (1) ONE SINGLE CONCRETE CONCRETE ENCASED ADJUSTING RING. MAX 8' /,/---PLATE RINGS. Mn/DOT THICK WITH MAX. 1' GROUT PER JOINT. //// PLATE 4026A WALL TO BE PRECAST SECTION OR CONCRETE o v` SEWER BLOCK Y 24" X 36' Il SEAL WITH PRECAST OPENINGS GROUT AS REQUIRED GROUT INVERT AS - SHOWN ABOVE _I pECTANGULAR % 4'-6" NSECTION A -A NOTES: 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR a S" PRECAST SLAB. 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER A FOOT OF HEIGHT. W 2' x 3' CATCH BASIN NO SCALE a x APPROVED NINN660T STANDARD PLATE N0. REVISCD 11 0 Otse 0 1D 3-9-13 6'x48' PRECAST WEIR WALL, BYPASS WEIR EL: 862.25 4'X24' RECTANGULAR ORIFICE EL: 861.10 12' OUTLET PIPE IE:859.10 STMH-16 48"OUTLET CONTROL STRUCTURE FOR REFERENCE ONLY PRINSCO END CAP STOP STONE: 862.93 4' DIAMETER CHAMBER: 862.43 - WATER QUALITY VOLUME ELEVATION CHAMBER IE: 861.10 -STONE TO MEET MANUFACTURER RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM -STONE INV: 860.60 -SAND INV: 859.60 OUTLET CONTROL STRUCTURE TOP OF WEIR WALL SEE ABOVE INV: SEE ABOVE 2" OUT UNDERGROUND STORMWATER MANAGEMENT NOTES 1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND SYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. 2. CONTRACTOR SHALL OVER -EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS. EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILLRJRBAN FILL EXPECTED TO VARY, CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER SIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS. S. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATION SYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 0. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO -ROLLS SUCH THAT ONSITE SOILS DO NOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOMISIDES OF THE TRENCH LIMITING THE INFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS -BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS -BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY. 10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOT POSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. PER PLAN MANHOLE 1 i FORM 1/2 PIPE SECTION OF ' •` 3 LARGEST DIAMETER PIPE FIRST STEP IS 24". j MN/DOT STANDARD REQUIRED IN 1 FOOT •O.%' -:w • '<'.� PLATE 41801 MULTIPLES Z / V 3 Z TB" SECTIDN A -A SHIMS USED FOR GROUT BOTTOM TO SLOPE .E LEVELING SHALL BE TOWARD PIPE AS SHOWN MINIMUM 36" HIGH MAXIMUM METAL OR CONCRETE SECTION A -A BY ARROWS s g E E 4005L LOWER SECTION � CONCRETE ENCASED NUMBER CASTING NEENAH 3067 ADJUSTING RINGS Mn/DDT C502 OR EQUIVALENT WITH PLATE 4026A DL O�-- (1) ONE SINGLE CONCRETE MANHOLE INVERT SHALL BE TO ADJUSTING RING. MAX 6' THICK E FLO WITH MAX. 1' GROUT PER JOINT. 8 LIN COVER SLAB Mn/DOT 4022A DOWNSPOUT, SEE ARCH. PLANS DOWNSPOUT TRANSITION TO DOWNSPOUT CLEANOUT UD PROPOSED GROUND �- 4•-45' BEND E 4'X6' WYE n 6'-90' BEND OUTLET PIPE, SEE PLAN AND SCHEDULE ROOF DRAIN / DOWNSPOUT CONNECTION DETAIL N.T.S. FOR REFERENCE ONLY GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS. A \ A TPIPE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE (1) ONE SINGLE CONCRETE CONCRETE ENCASED ADJUSTING RING. MAX 8' /,/---PLATE RINGS. Mn/DOT THICK WITH MAX. 1' GROUT PER JOINT. //// PLATE 4026A WALL TO BE PRECAST SECTION OR CONCRETE o v` SEWER BLOCK Y 24" X 36' Il SEAL WITH PRECAST OPENINGS GROUT AS REQUIRED GROUT INVERT AS - SHOWN ABOVE _I pECTANGULAR % 4'-6" NSECTION A -A NOTES: 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR a S" PRECAST SLAB. 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER A FOOT OF HEIGHT. W 2' x 3' CATCH BASIN NO SCALE a x APPROVED NINN660T STANDARD PLATE N0. REVISCD 11 0 Otse 0 1D 3-9-13 6'x48' PRECAST WEIR WALL, BYPASS WEIR EL: 862.25 4'X24' RECTANGULAR ORIFICE EL: 861.10 12' OUTLET PIPE IE:859.10 STMH-16 48"OUTLET CONTROL STRUCTURE FOR REFERENCE ONLY PRINSCO END CAP STOP STONE: 862.93 4' DIAMETER CHAMBER: 862.43 - WATER QUALITY VOLUME ELEVATION CHAMBER IE: 861.10 -STONE TO MEET MANUFACTURER RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM -STONE INV: 860.60 -SAND INV: 859.60 OUTLET CONTROL STRUCTURE TOP OF WEIR WALL SEE ABOVE INV: SEE ABOVE 2" OUT UNDERGROUND STORMWATER MANAGEMENT NOTES 1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND SYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. 2. CONTRACTOR SHALL OVER -EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS. EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILLRJRBAN FILL EXPECTED TO VARY, CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER SIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS. S. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATION SYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 0. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO -ROLLS SUCH THAT ONSITE SOILS DO NOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOMISIDES OF THE TRENCH LIMITING THE INFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS -BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS -BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY. 10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOT POSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. PER PLAN MANHOLE -STEPS SECTIDNS'!i ' MAXIMUM DISTANCE FROM RIM TO AS PER 5„ RECAST SEGMENTS AS ¢4 REBAR 12" O.C. EW FIRST STEP IS 24". j MN/DOT STANDARD REQUIRED IN 1 FOOT •O.%' -:w • '<'.� PLATE 41801 MULTIPLES Z / V Z Z TB" SECTIDN A -A 116" O.C. 1 PRECAST LOWER SECTION Q Z A SEAL PIPE A MINIMUM 36" HIGH MAXIMUM 6 S WITH GROUT 48" HIGH Mn/DOT PLATE g E E 4005L LOWER SECTION � SHEET NUMBER 5 C502 n NOTES: - MANHOLE INVERT SHALL BE � REINFORCING: SLOPED TO PROVIDE SMOOTH ,3o rc SINGLE UNE STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN FLOW FORM INLET TO OUTLET. �1 5Ew 0.12 SQ. IN. PER FOOT OF HEIGHT. (SEE SECTION A -A) STANDARD STORM MANHOLE — CATCH BASIN 5a� MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET '31 p Eo 0 NO SCALE APP VED CITY CF E so t§i�o STANDARD PLATE N0. R D ..-_ DOWNSPOUT, SEE ARCH. PLANS DOWNSPOUT TRANSITION TO DOWNSPOUT CLEANOUT UD PROPOSED GROUND �- 4•-45' BEND E 4'X6' WYE n 6'-90' BEND OUTLET PIPE, SEE PLAN AND SCHEDULE ROOF DRAIN / DOWNSPOUT CONNECTION DETAIL N.T.S. FOR REFERENCE ONLY GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS. A \ A TPIPE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE (1) ONE SINGLE CONCRETE CONCRETE ENCASED ADJUSTING RING. MAX 8' /,/---PLATE RINGS. Mn/DOT THICK WITH MAX. 1' GROUT PER JOINT. //// PLATE 4026A WALL TO BE PRECAST SECTION OR CONCRETE o v` SEWER BLOCK Y 24" X 36' Il SEAL WITH PRECAST OPENINGS GROUT AS REQUIRED GROUT INVERT AS - SHOWN ABOVE _I pECTANGULAR % 4'-6" NSECTION A -A NOTES: 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR a S" PRECAST SLAB. 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER A FOOT OF HEIGHT. W 2' x 3' CATCH BASIN NO SCALE a x APPROVED NINN660T STANDARD PLATE N0. REVISCD 11 0 Otse 0 1D 3-9-13 6'x48' PRECAST WEIR WALL, BYPASS WEIR EL: 862.25 4'X24' RECTANGULAR ORIFICE EL: 861.10 12' OUTLET PIPE IE:859.10 STMH-16 48"OUTLET CONTROL STRUCTURE FOR REFERENCE ONLY PRINSCO END CAP STOP STONE: 862.93 4' DIAMETER CHAMBER: 862.43 - WATER QUALITY VOLUME ELEVATION CHAMBER IE: 861.10 -STONE TO MEET MANUFACTURER RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM -STONE INV: 860.60 -SAND INV: 859.60 OUTLET CONTROL STRUCTURE TOP OF WEIR WALL SEE ABOVE INV: SEE ABOVE 2" OUT UNDERGROUND STORMWATER MANAGEMENT NOTES 1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND SYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. 2. CONTRACTOR SHALL OVER -EXCAVATE ALL TOPSOIL AND FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS. EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILLRJRBAN FILL EXPECTED TO VARY, CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGN INFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER SIGNIFICAT RAIN EVENT THAT SHOWS THE BMPS DRAWS DOWN WITHIN 48 HOURS. S. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATION SYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 0. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OF OF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO -ROLLS SUCH THAT ONSITE SOILS DO NOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOMISIDES OF THE TRENCH LIMITING THE INFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS -BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS -BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY. 10. STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOT POSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. PER PLAN MANHOLE V/ SECTIDNS'!i ' 4' RECTANGULAR WALL W = W ¢4 REBAR 12" O.C. EW Ea� r CENTERED ON WEIR WITH 2' MINIMUM CLEARANCE TO FACE •O.%' -:w • '<'.� OF CONCRETE + -A.. Z / V Z Z O SECTIDN A -A o y*y.vj H 3MMG 3gpo�nn o z Iti'"w5 f� DE�p C D L5K iW L5 o wZ�e1Z o = wr I�aea 0 0 o m O V/ D� W = W O Ea� r O C) > W �LU 0 Z / V Z Z O Q C) U Q Z CO U 2 c°D W w J p Z SHEET O Z D� W = W O O O C) > �LU m O Z F-• a Z 0O D. F- Z) Q Q Z CO U 2 c°D W w J p SHEET NUMBER o C502 o a E E E 10 (0 N N T.."iRINSCO ANAGEMENT SOLUTIONS CHRISTIAN BROTHERS AUTOMOTIVE OTSEGO, MN HYDROSTOR HS31 STORMWATER CHAMBER SYSTEM STORMWATER CHAMBER SPECIFICATIONS NOTES: Mau vwe.r.crKw®F°ue°..mvnee wau,nn PROIEGlIAlta6i 2}tN - A¢m1e1PASFa ��60E8 CbrtACL: AYn E✓Ar.�bRYrA6A•,."Nr.9r)<2:01,i-6P1, „EUPA,xaea �fAFd',.PNrolEI,IEAtT mrmoc,ox _ pSTR®Utpt — WtE DIMENSIONS IM .r.N�E�.N. �PRINSCO o ) fIfII11G161611d6161fI111616161iV161616111 � VeJ??2.JJ.J�:Jf?�:NI.T.J;L'lU.ZSlI l'fl le Fir -n r .y- _ _ -_ A•!r%.r-'carr-.moi li �B i1111LILILIIJLILI , IIIIIININI III 2 caue etme°uwraaolnt.x � �-�• •O.aotOmtrAErircpemnauoatWee 1 a M..ew.�ueaa0 rnpaelaxrml¢,peaoNtn KaN�:m¢W:En., a�'w.le`�Eea�u ®� aew�ew'�ExtwmmMa' . 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PRINSCO �D1�12 H I r *&of I Hs3i BIB' (2330 mm) Chamber Spectlkatlons GambN6Se (l. xwx xl 17v.3Mrx iw MM.1ete40Emm) tul WL.,2e1 eeA'(2,169mm) 1—pa.e. 1e.0010.421q ArptWeeeES~ 31.10 (018.0) wetwlCbrtlper 32b(16 ip1 Ganeere/PeM tl Ar Wk;Ml PAN 1,83pb(i�ke) BB a• INSTALLED (2,169mm) t6ff (aa Rm> 339' (861 mm) 63' End Cap Spaotfi.Vana INS &LM Use—) Eaf CapaOe (LS WSN) TA* x33C'x1Bmm (iBaz$V.0e) taMtee leylr ea ltRmm) +Bo' pDB mm) E cw Sbe2e OAT12(Uld) Mrt imtw dStaep• eA01�(0.1e mt1 W.0, 3ATb(IMte) 930' T.6• �lB3e mml� ltea mm) CKS E6r(1gmm)lr(MB ) CNNABER$ENMRI F(t OFM CAMFCRFOUIOAOOIE6TOHEe•IlgeNy OF 6TDItEBETYIEEN QIMBBI9/ETA fM$1P(3q mm)OF STOLE PERWEIERIN FROM OFENDCAPB AfID W%BTONE POROSTIY. �i%rvw nerzoMnt uit os�nnE oeeiroq ,rtT tem Y<re '4 HYDROSTORNS3i.SPEGFICATION w�mllmmmgniW ra r�iuT er°1V1mn[o�e e�� � rns tce, e¢aaAa,at .aN..?w L�. r(reml«ael T,r..�rae,aeNe rPa�, lasznw ram ��r('a�"1 1 1 _ - 4'Ilq mm)PYC CO,1PLFli nc ranuwrwr¢ra+mm�r �I✓ME<TgNOEfAIL � lMT6 �14r .'/t�Mpam�aar � I�OO.tme i l�ceztga'ualtOt, ¢wew rr p�T�.ry�A���wreEaJaa<rEnlrNaANAorngtzAs �,� /iwO.Ee nrOea;'rep 1p,wuxrT¢OxKIc.ErL NED<Arz[00. .'nq<mm r1T TEE 6(iq mm1TM TEE REE MOTE tI A< WNIECTNkI DETAL ALL N<xIlNCa TOeEe¢wrtrnon® IeFE1gTE 11 newraeER,mgxxoRwta N wuwrs:vlta°.aarrovnn..z s r(ia...l OlrTG r".—I ,ma..e NUE<lpNlan �DPRINSCO F 0 U W mo m Z q �000 Q ro SHEETNUM a C503 VI J_ IQ r W 0 r V Z Z 0 Q U �7 F- U O U Z 4. W Q = W LL 0 0 0 - 0 Z W (n p ZL M 0 L m F— na Z } O a P'^ Q W V/ If Z U = (°9 � F- U W W 01 SHEETNUM a C503 I I I I III III III FOR REFERENCE ONLY a -- - III I SS -2 I I CLEANOUT • li I r - - I I 14 LF-6'PVC I I II I I I IE657.078 �I I 0ZDo% PROPOSED WATER CONNECTION, SEE I 2.00%PIPE MEP PIANS FOR CONTRA.CTORSWILL © CONPNUATION COORDINATE DRY UTILITY S '. CONNECTIONSWITH TIIEIR 6-SANITARYTOP:857,4312'STORMIE:860.B4 n ii r RESPECTIVE PROVIDER I ow , GAS q GAS p COM C M CA p Bg wCOM-y0 Bea JL n-- � r • PROPOSED ELECTRIC T 6' SANITARY TOP: 857.26 CONNECTKXN, 1E111 Wi _pLANORREFE • �� l\ ENEONLY FOR REFERENCE ONLY PROPOSED TELECOM CONNECTION,SEEMEP O y+ PLANS FOR CONRNUATION, SS4 o-- FOR REFERENCE{ CLEANOUT RE:864.85. IE85536N - - --"/-- 56 LF-6'PVC I NON, SEEMEP CONECTI PIANSFORCONTINUATION, I 1 FOR REFERENCE ONLY a -- - - - ------- -- --- I SS -2 I I CLEANOUT • I RE:858.64 IE:857.07E I I 14 LF-6'PVC I I T1 IE657.078 0ZDo% I 2.00%PIPE I CROSSING pi 6-SANITARYTOP:857,4312'STORMIE:860.B4 ow CLEARANCE.3.4/' Bea JL PIPE CROSSING 48'SSWR SAMPLING MH I 11 6' SANITARY TOP: 857.26 RE:865.04 I I6.82 N E85 12' STORM IE:860.84 CLEARANCE 3.58' ILBS6.82 E IE858.82 S �� l\ 23 LF - S. PVC @ 200% b b b cs SS4 4= CLEANOUT RE:864.85. IE85536N - - --"/-- 56 LF-6'PVC \IE.856.36SE Q2.00% �.. I � sa 48'SSWR DROPsMH-� .-. CONTRACTORTO VERIFYINVERTS P RIOEE R 70 CONSTRUCTION AND NOTIFYENGINR OF DISCREPANCIES - ♦ RE 864.60 \:. •4 IE:855.25 NW •' -.._...-.... r: I -1 I I „ 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I III I I III I III I I III I I I I I I I I I I I I I I I 45' ST i DAR / ` I45' BEND - � J CONNECT TO EXISTING 6- WATER SERVICE STI WITH CORP STOP. CONTRACTORTO LOCATED • EXISTING WATER PRIOR TO CONSTRUCTION ELK IS I MANAGEMENT SYSTEM, SEE SHEETC501 FORDETAILS I II I I {I II I I I I I I II I I _ II I II II II I III I ` I II II II I !r / 141 I (p CLU E 7- - I I I rxa .�,vr � I UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATIONOF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8' PVC SDR" PER ASa03 TM D4, FOR PIPES LESS THAN IZ DEEP 8' PVC SDR26 PER ASTM DaD34, FOR PIPES MORE THAN 1Z DEEP 6' PVC SCHEDULE 40 PER ASTM IM 785 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL SEAS FOLLOWS: 6' AND LARGER. PVC C-900 PER ASTM D 2241 CLASS 2D0 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4' AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN"" PIPING SHALL BE COPPER TUBE TYPE -K' PER ANSI 816.22 OR PVC, 2DO P.S.I., PERASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. S. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCHAS THRUST BLOCKING, WITH STAINLESS STEEL OR CORALTBLUE BOLTS, ORAS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. S. ALL UNLITIES SHOULD BE KEPT TEN(1G)APART(PARALLEL) OR WHEN CROSSING I8' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). T. CONTRACTOR SHALL MAINTAIN A MINIMUM OF TS COVER ON ALL WATERLINES. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C9D0 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF IW VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AYW4A C-151)(CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOTABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. It. ALLCONCRETEFORENCABEMENTS SHALL HAVEA MINIMUM 28 DAY COMPRESSION STRENGTH AT 30D0 P.S.I. 12 E%ISTING UTILITIES SHALL OE VERIFIED IN FIELD PRIOR TO INSTALIATON OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF OTSEGO ANWOR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 1S. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATION AND'OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE AP PROP RATE UTILITY COMPANIES AT LEAST72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACTFIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOM ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONSANDIOR CERTIFICATIONS REQUIRED BY CODES ANUOR UDUTY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL URLITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 16. CONTRACTORSHALL REFERENCE ARCH/ MEP PLANS FOR SITE LIGHRNGAND ELECTRICALPLAN. 19. BACKFLOW DEVICES(ODCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH I MEP PLANS. 20. ALL ONSITEWATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALLWATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WnH REACTION BLOCKING. a 0 z 0 N K LU o n x N ryye R � p � ¢ w r ❑ Y o < y i LEGEND Z EXISTING PROPOSED H GATE VALVE -^^ HYDRANT REDUCER FIi TEE C) (3) SANITARY SEWER MANHOLE Q Q SANITARY CLEANOUT z I- I WATERMNN O SANITARYSEWER - -�-- STORM SEVER ELC- UNDERGROUND ELECTRIC -COIR- TELEPHONE GAS- GAS MAIN z Z OU Z W NORTH • � p_;= W O E, '0 ~W U.1 m O l GRAPHIC SCALE IN FEET O U) � 0 10 20 4o Know what's beow. z F- a Z O Call before you dig. O II Q F- a a- -as F - z U = W UU J F- O LU SHEETNUMBER D- C600 FOR REFERENCE ONLY FOR REFERENCE ONLY GROUT BOTTOM TO SLOPE TOWARD '.+ PIPE AS SHOWN BY ARROWS STEPS MUST BE ROTATED 30 / AROUND DROP SECTION PLAN VIEW FRAMEAND CASRNO TO BE NEENAH R-1733, HAMILTON KENT LIFESPAN SYSTEM, OR APPROVED EQUAL SEE STD PLATE 307 OR 311 CONCRETE ENCASED ADJUSTING RING MB/DOT PLATE 4026A, e JOINTS FROM 3' ABOVE LTER TABLE AND BELOW SHALL BE SEALED (SEE STD PLATE 314) RUBBER BOOT_ FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE -(1) ONE SINGLE CONCRETE ADJUSTING RRI6. MAX 6' THICK WITH MAX. 1' GROUT PER JOINT. NOT REWIRED WHEN USING UFESPAN SYSTEM MAXIMUM DISTANCE FROM RIM TO FIRST STEP IS 24' APPROVED STEPS PER MN/DOT PLATE NO. 4130 J PER DUCTILE IRON PIPE FROM TEE PLATE •' • RUBB[R B00T TO '"IM TURBED SOIL YIN. 10 FT � GROUT BOTTOM TO SLOPE I I TEE DJ.P. .: TOWARD PIPE AS SHOWN '•° 7 • • •- PVC PIPE BY APPROVED BY ARROWS ) ) = STANDARD MONOLITHIC DROP MANHOLE 0.32 CuYds I ••'+1:., A." FORK 1/2 PIPE SECTION OF ORM FLA (1) ONE SINGLE CONCRETE 1 DIAMETER PIPE ADNSTBIG RING. YAY B' RE TRAMS AND CASTING TO BE NEENAN NICK WITH YAR. 1' CAOUT SECTION A -A R-1733. HAMILTON KENT LIFESPAN SYSTEM, PER JOINT. NOT REQUIRED WHEN USING UFESPAN 3.36 CuYds OR APPROVED EQUAL SEE STO PLATE 307 OR 311 SYSTEM. 1.34 CuYds CONCRETE INCASED ADJUSTING RING SHIMS USED FOR LEVELING 4 Mn/00T PLATE I. SHALL KETAL OR (EE CHIMNEY SEAL REQUIRED. (SEE STD REQUIRED. T CONCRETE .: 27' PLATE 310) NOT REQUIRED WHEN ALL OTSEGO SANITARY MANHOLES USING UFESPAN SYSTEM. MOISTURE PROOF BOTH SIDES pR[CAii wwTS9 .P f SZ CONSCAL CS -SS (CRAY) OR :i ECCENTRIC S APPROVED EQUAL EQUCCR SECTION -; MAXIMUM DISTAN MAXIMUM FROM CASKET (SPEC. 3726 TYPE B1 OR POSRION OPEN0IG ' AND STVS ON RIM TO f1R57 STEP IS 24' APPROVED EQUAL DOWN SERUM A APPROVED STEPS PER MN/DOT PLATE NO. 4180 J • 161O.0 WADS TO BE CONSTRUCTED Of PRECAST SECTIONS WITH DO NOT COAT RUBBER N R-4 JOINTS. GASKETS OR BOOTS 5" •A 800-1 1�t01 D\ / e)ep 7 (a `vi Tle)e)e 1 g g RUBBER WATERPROOF V GASKETS REQUIRED FOR JOINTS FROM 3' ABOVE PIPE INSERTS WATER TABLE AND BELOW o ` SHALL BE SEALEO (SEE STD •CITY OP t LSQO o PLATE 314) 'R A` ® A 3" BASE OR INTEGRAL BASE FOR i 311 ALL MANHOLES LESS THAN 14 FT a DEEP INCREASE BASE 2' PER 6 FT CONCRETE SLAB ;.;�; .:.... �, OF DEPTH BEYOND 14 FT GROUT nowUNE " AS SHOWN ABOVE t MANHOLE INVERT SHALL MANHOLE NOTES: BE SLOPED TO PROVIDE c SMOOTH FLOW FROM REINFORCING SHALL BE A MINIMUM OF A INLET TO OUTLET SINGLE UNE WIRE FABRIC HAVING AN > AREA OF NOT LESS THAN 0.12 SO. IN. PER FT. Or HEIGHT. wGASTRIC AND PRECAST RINGS ALTERNATE - i' WHEN REQUIRED SMALL BE SET ON A ULL MORTAR BE . = SANITARY SEWER STANDARD MANHOLE NO SCALE APPROVED CF OtCITY te O STANDAR300PLATE NO. x 3-18-13 nlHneeorA FOR REFERENCE ONLY GROUT BOTTOM TO SLOPE TOWARD '.+ PIPE AS SHOWN BY ARROWS STEPS MUST BE ROTATED 30 / AROUND DROP SECTION PLAN VIEW FRAMEAND CASRNO TO BE NEENAH R-1733, HAMILTON KENT LIFESPAN SYSTEM, OR APPROVED EQUAL SEE STD PLATE 307 OR 311 CONCRETE ENCASED ADJUSTING RING MB/DOT PLATE 4026A, e JOINTS FROM 3' ABOVE LTER TABLE AND BELOW SHALL BE SEALED (SEE STD PLATE 314) RUBBER BOOT_ FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE -(1) ONE SINGLE CONCRETE ADJUSTING RRI6. MAX 6' THICK WITH MAX. 1' GROUT PER JOINT. NOT REWIRED WHEN USING UFESPAN SYSTEM MAXIMUM DISTANCE FROM RIM TO FIRST STEP IS 24' APPROVED STEPS PER MN/DOT PLATE NO. 4130 J PER DUCTILE IRON PIPE FROM TEE PLATE •' • RUBB[R B00T TO '"IM TURBED SOIL YIN. 10 FT � I I I TEE DJ.P. T} 16" O.C{ - UNgSTURBEO SOIL TRANSITION TO '•° 7 • • •- PVC PIPE BY APPROVED ,)o SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET _ • D.I.P. RISER METHOD FOR REFERENCE ONLY • NOTE: 0 O - _-- • -/. -' ` A MUSE BE MANHOLESTODOUT ALL MOISTURE YgSNR[ PROOF INSIDC ANO OVE WDN PROOF INSIDE YANBOLE INVERT SHA I BE , '•° 7 • • •- CONSUL CS -SS (GRAY) ,)o SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET TWO LAYERS OF OR APPROVED EQUAL DO NOT COAT CASKETS OR RUSSIA BOOTS. = STANDARD MONOLITHIC DROP MANHOLE 0.32 CuYds NO SCALE 9�En FL PVEIL n I 1 Se P 0 L STANDARD PLATE NO. RE V 3-19-I3 1.73 CuYds MINXBiOTA 20" FOR REFERENCE ONLY FOR REFERENCE ONLY NOuuINSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WRNIN 2' OF STORY SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD M"DOT 3760. MSHTO N 230 STORM PLAN TEE Or PLUG GO 0 O MINIMUM N Ol u 12' CLEAR Yll 0 YD TWO LAYERS OF 0.08 CUYds „E 0.32 CuYds OTAL WID 9�En FL IS x$[ /w' 0.21 CuYds 16" 0.53 CuYds 1.73 CuYds 0,49 CuYds 20" 0.82 CuYds 3.36 CuYds 0.95 CuYds 24" 1.34 CuYds wwz - nr =oG 4 EE wwf yea I wwTS9 .P f SZ 3g � [wwcz).1 EES 'L IwwSZI.1 E «� 3 800-1 1�t01 D\ / e)ep 7 (a `vi Tle)e)e 1 g >a �1�°Bgo I <ft E n V I� -� APP YE s •CITY OP t LSQO o STANDARD PLATE NO. MARCX 2006 Y NI OTA 311 FOR REFERENCE ONLY NOuuINSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WRNIN 2' OF STORY SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD M"DOT 3760. MSHTO N 230 STORM PLAN TEE Or PLUG CROSS W/ 2 PLUGS (i.e. 90' BEND) 0 O MINIMUM 0.22 CuYds 0.15 CuYd■ 0.05 CuYds 12' CLEAR Yll 0 YD TWO LAYERS OF 0.08 CUYds 10" 0.32 CuYds OTAL WID INSULATION BOARD YIN. 4" THICKNESS -GPI 3D 0.37 CuYds STAGGER JOINTSS SD MMJOINTS PROFILE 0.21 CuYds INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE Otse�'o STANDARD PLATE N0. 304 RCVISED �s JGGr7 � MARCH 2005 -'� HIMHE�OTA FOR REFERENCE ONLY PIPE SIZE TEE Or PLUG CROSS W/ 2 PLUGS (i.e. 90' BEND) 1/8 BEND (45' BRND) AND 1/16 BEND (2W) 6" 0.22 CuYds 0.15 CuYd■ 0.05 CuYds 8" 0.27 CuYds 0.29 CuYds 0.08 CUYds 10" 0.32 CuYds 0.45 CuYds 0.14 CuYds 12" 0.37 CuYds 0.73 CuYds 0.21 CuYds 16" 0.53 CuYds 1.73 CuYds 0,49 CuYds 20" 0.82 CuYds 3.36 CuYds 0.95 CuYds 24" 1.34 CuYds 5.77 CuYds 1.63 CuYds NOTE: 1. COVER FITTINGS ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 2. CONCRETE BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED GROUND. 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT 2461. 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFING. WATERMAIN CONCRETE BLOCKING QUANITIES Otse�°o I STANDARD LATE N0. REVISED 02a 3-19-13 5`' MIIiM6COTA THREADED PVC CLEA14OUT ADJUSTABLE HEAD T HEAVY DUTY COVER W/ LETTERS "C.O.` CAST (NEENAH R-1976 UD AND FRAME ON DRIVING SURFACES) �1' IN GRASSY AREA 0 IN PAYED AREA 4" MIN. 2500 PSI P.C. CONCRETE COLLAR i -SIZE OF RISER PIPE PER LOCAL CODES -45' BEND lo" CRUSHED STONE .e� PER LOCAL CODES OT 0DIRECTION OF FLOW . VJyEJ -PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. SANITARY/STORM CLEAN-OUT FOR REFERENCE ONLY e 6` 6 I ' 7'� Miry ♦ °-{ A A c O s ••` '!O Ami t UNDISTURBED SOIL UNDISTURBED SOIL PLAN -H- AT BEND el o a M NOT LESS THAN 6" o SECTION 'B' AT BEND •: Ll NOT LESS THAN 6" SECTION 'A' 49• .{' /1' 0 28DAYS STRENGTH CONCRETE ENGTH Z J � o ALL OF n� 3 < TRENCH / .•'.. ��' ' NOT LESS -"'a THAN 6" SECTION 'AA' "\ COVER FITTING ENCASED o IN CONCRETE WITH PLAN 'AA' POLYETHYLENE OR - BUILDING PAPER PRIOR TO POURING PROVED CITY OF OtS O STANDARD N0. REvlsfD y 1 �� ttINn E30TA Q 0 z 650 of w o m x N n o❑ o a m Y m o v/ EQ r W z r O J 0 H (n Z z O Z Lu / n� Lu O V Q LJ.. F- ul , m 0 F- azo ' 0 LLI a F- Q m z U = (OD N J p cE SHEETNUMBER 0- C601 FOR REFERENCE ONLY FOR REFERENCE ONLY 1' NO (f) J_ Q I -- 7a ndaW �. 1f2tcanb slink ., W Z z o,•� art i o�'.(lo I— O J v I— ry D H � z U) z OU Z w _T • L it ri W 0 /O� 0 0 0 LU LUm Z I— ( ZIL O ' O ' w m, Q m Q Z U = 0 2 U m _j o SHEET NUMBER C602 ERIAU TO PROJI�E� � 1... 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L '�^ z 2-Irnri 7 - r'Gro:r d C d: t rpblr O U ui . 3 sz y Cid r ,ineto—nS s( Ih . ;[aij6rmc7 a t 1hrc i m w a CUSTGAERI fQ1 RROADEI I S c •td dvrtd a c k1e 1 anq i10 lrppsfwmer, a z o 1 4 m 16 Install dints. ali exp{eine Irigh( of LV xlde pf-Bronslormer boa pbd dobCa 5, ^ �� a_ o r q if'i d4 jr' nSff%. 4r bPx Dad: pi;' ¢ w t l`grfnsatal'cpb) I) lmnsfor a 1,19,; T¢ In der and zp .1 Ah. cgjtd sabksale Lnriled p m w fs and to 1 1 112.5 -SCO KVA t 500-1500 KVA o ❑ It 5 (6) a chconduits alma Eighl 8) 4 ch co du I m n a 5 a (6) obles pc ph a max eight (6) ables pe ph a mo mrurrj� {i 5 u 750 NNCM um coble ze' 750 I.IC7/ mox'�mu c bl s'ze 4 If ae e t m l llol+5lar�l %ceed d o �aQttnebl -o e p nel s y qu se8i Tb4e�e T'ha;, UhdEtA 1L sef2TicE _n'ilh-'Li 'W1ub� i4 am z f ��iile. drortings:. �f1 ® - '1 '�' Fl2�tio^r y23 r=i ... -, _'Cronz-(ermef � hslade� L, narkmq he + I I! l_ — 1 F U U U m w m a Q Q t e m Y - a (f) J_ Q I -- W z I— O J v I— ry D H z U) z OU Z W W 0 /O� 0 0 0 LU LUm Z I— ( ZIL O ' O ' w m, Q m Q Z U = 0 2 U m _j o SHEET NUMBER C602 II I I I I u I I II I I II � jl II I EXISTING TREE TO REMAIN, TYP. II I I I' 4 II I I W Q E 2 3 E ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE'CENTURY' OR "DEEP -ROOT' 24' DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENTTO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OFA TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. PROPERTY UNE MULCHES arve awarr oowawnar CODE vxm ru 6a: ro-ms-am-am I CAL. I I I PROPERTY UNE EXISTING TREE TO REMAIN, TYP. I I I I I I I I I _ 1n II II II II II II PROPERTY UNE II II II II II II II II IIS II II AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 4' THICK LAYER OF RIVER COBBLE, 1'-2' DIA., OVER LANDSCAPE FABRIC (ANY APPROVED) IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES' AND SPECIFICATIONS). a to m 4o Scale V = 20' PLANT SCHEDULE TREES CODE QTY BOTANICAL/ COMMON NAME CAL. CONT. 10 EX. TREE TO REMAIN U 10 - AA 3 Acer x freemanii'Jeffersred' TM 2.5'Cal. BBB I— Autumn Blaze Freeman Maple ii) SHRUBS CODE QTY BOTANICAL/ COMMON NAME CONTAINER SPACING ® JS2 9 Juniperus chlnensis'SpadaW 5 gal. 4' OC = W Spartan Juniper > JS 7 Juniperus x pBtzedana'Sea Green' 5 gal. 5' OC V v) L m 0 Sea Green Pfizer Juniper ~O W Z O PL 9 Physocarpus opulifolius'U81e Devir TM 5 gal. TOC m Q EVERGREEN U81e Devil Dwarf Ninebark U 0n = 6 OSN CZ C 22 Spiraea nipponica'Snowmound' 5 gal. 3' OC L.i, esi Mo 63101 pian Snowmound Sphea SHEET NUMBER LP -1 SHRUBAREAS CODE QTY BOTANICAL/COMMON NAME CONT SPACING CK2 15 Calamagrostis x acud8ora'Karl Foerstef 1 gal. 30" 1-011, Karl Foerster Feather Reed Grass GROUND COVERS CODE QTY BOTANICAL/COMMON NAME CONT SPACING TURF 8.100 sf Pea pratensis sod Kentucky Bluegrass GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, 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 REMAIL. 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, 'FINISH GRADE- REFERS TO THE FINAL ELEVATION OF 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 ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c, THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOTTHE EXPORT OFANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNTTHE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THATTHE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENTTO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDERTOALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18'AWAY FROM THE WALKS. e. ENSURE THATTHE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENTTO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, 18 1- BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, ATAPPROXIMATELY 18 -AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER, 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY 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 ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, ATA MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. IRRIGATION CONCEPT 1. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2. THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3. ALL NON -TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. S. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI -PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. Z m O � i w a � o U £+ O W N U �0w�2 r a 7 7 i z w �N❑N o-3bywj0 ai N E-Z� 11h.m5 sZ. �<-Eta W yw SK>.}i� �U FFO�OW 1 Uy❑3 0 ❑ d \W( fi! yi �¢o¢z ter- wwfit 5c >U KyHyQQUw ¢ag BRIM Z �ZZ Y�Y�QQ ZNm Q�O �1-O z ¢ Le W Z Q Q❑ m ❑ U ❑ o W WW � U c V W U Z O I— U I— ii) Z Z V) O Z W = W O/0 > O C1 LL O V v) L m 0 Z ~O W Z O Q m Q EVERGREEN U 0n = 6 D E S I G N G R O U P CZ C U W U) (800)680.6630 4625 lied,1'BW4. Ste200 _ J W L.i, esi Mo 63101 pian a SHEET NUMBER LP -1 E I PLANTING SPECIFICATIONS GENERAL QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK $MG M ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PUNTING. 2. ALIS T OF SUCCESSFULLY COMPLETEDPROJECTS OF THIS TYPE,SEZE AND NATURE MAYBE REOUESTEDBY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THELANDSCAPECONTRACTOR B HALL HOLDA VAUD NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENTOF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. 3. THE LANDSCAPE COMPACTOR SHALL HOLD A VALID CONTRACTORS LICENSE ISSUED BY THE APPROPRIATE LOCAL JURISDICTION. SCOPE OF WORK 1. WORKCOVEREDBY THESE SECTIONS INCLUDES THE FURNISHING ANDPAYMENTOFALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS 7HATARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OFALL WORK, SPECIFIED HEREIN AND/ OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2. ALLWORKSHALL BEPERFORMED INACCORDANCEWITHALLAPPUCASLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATEANDLOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. S. THE LANDSCAPE CONTRACTORSHALLVERIFY TILE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER. SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTNNERAND BALLFDAND-BURLAPPED PLANTS: 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE W'ELLSHAPEO, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS,LARVAE, AND DEFECTS SUCH AS KNOTS, SUN C. SCALD. INJUPoES,ABRASIONS, AN DISFIGUREMENT. ALL PLANTS WITHINA SPECIES SHALL HAVE SIMILAR SUE, AND SHALL M OFA FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOTSYSTEMS SHALLM HEALTHY, DENSELY BRANCHEDROOTSYSTEMS, NONPGTSOIAO, FREE FROM ENCIRCLING ANOOR GIRDLING ROOTS AND FREE FROMANY OTHER ROOT DEFECTS SUCH AS !SHAPED ROOTS). 3. TREES MAY BEHANTEDFROM TREESA E DTACCEDADSURIAPPED (BSB), UNLESS SPECIFIED ON THE PUNTING LEGEND. E�OOT H tOTACCEPTABLE. d. AM PLANT DEEMED SHALL BE REBLACEDWI HAN CCE MCHTECT OR OWNER SHALL SIZE AT THE REMOVED FROM THE SITE AND SHILLS .ANY PLANTS ARING TOB UNHEALTHY. LIKE TYPEF DETEEATTHE CONERAHALL H OWN EXPENSE- ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILLBE TO ALIVE,SHALLUT OT ACCEPTED. ERTHE LANDSCAPE MCHTECTAM)OWNER SHLLLBETHE SOLE NODES AS TO THE ACCEPTABILITY L PLANT MATERIAL 5. ALL BE ES ACCEPTED BE LEADER IN PAGED OR RE OTHERWISE PRUNE IED.DAM GED TY4 TH SAFTERRALLEANG. WILL NOT BE ACCEPTRE MF LEADER IS OADG D (SING MOVED. P REE ALL SHALL BE AS FOLLOWS: SIX PLANTING. 6. ROOTFL MEASUREMENTS STANINCLUNNGFOUR OUUE R INCHES CALIPER, ,AND TWELVE SMBMA1V ABOVE THE ROOTPUREFOR TREES DI TO AND INCHES IN FOURINCHES IN CALIPER, ANOIWELVE INCHES ABOVE THE ROOT PURE FOR TREES E SHALL BE FOUR INCHES IN CALIPER. ]. MULTI LINK TREESSHALLMEASUREASVREDBYTHEI. THE ALIPER SHALL HLLBEMEASURED FROM DASOIEP OF THE ROOT BALL.WHERE CALIPER THREE MEASUREMENTS REUSED, THE CALIPER SPALL BE CALCILATEDAS ONE-HALF OF THE SUM OF THE CALIPER OF RUBTHE SHTHREE LARGESTEXCESNKS. S. AM TREE CO PLETEL COVERED, SH EXCESS SOIL ED ON TOP OF THE ROOT BAL,SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SUR: WITH SEW'ELL-RN S OF W4 OF THE VARIETY HPALLETED SOD SHALL NS. SOD BE ACCOMPANIED CUT FROM HEALTHY,MATURE TURF WITH SOIL'THCKNESS OF 3'4' TO IF EACH PALLETOF SOD SHALL BE ACCOMPAAED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. SEED: PROVIDE NOMINIBLEND FSPECIESANAGE OF LEEDS EDASIOTED NTHEEDN PLATHMAXIAUM HEAGOLENTAGES OF HALLBE RIn, AMOMANIED Y MINI MUM PERCENTAGE ERWEEDSEEDH INDICATED ON PUNS. EACH BAG OF SEEDSHALL BE ACCOMPANIED BY CL FROM THE SOIL,FRINDICATINGTHECOMPOSITION OF THE SEED. E. ANDSEEM. SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES URGER THAN Y. INCH. FOREIGN MATTER, PLATS. ROOTS, ANOSEEDS. F. COAOOST: WELLtOM EIGRr, WPERCENTW PASSING THROUGH OUGHWRGANIC 4NCHSIEV RANGE SOLUBLE SATOO CONTENT MOISTURE CONTENT 35TO USIE PERCENTBYEXCEEO;100PERCENTPASSINGTHROUGHSNTS AND OF UBS SALTCONTENTOFL N I10 N NO MANURE OR NOT EXCEEDItP 05PERCENTMLL.BE USED. AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. D. NOMANUREOR RPOTSA NEPRODUCTSSHALL BE USED. O. NU BY MEREO,l ..( PARTMLKTURE MUNI AND COMPOST. INCORPORATE'GELSCAPE'.AS MADE BY AMEREQ, INC., (806) FERTILIZER CONSISTING ATTHE RATE OF 3OF OG PER HOSP YARD , P PUNTING MIX. M. FERTILIZER: S, AMMTS. AND RELEASERAESRECOMMENDED PHOSPHORUS, POTASSIUM UAUREND ERNL-TEST IN PROPORTIONS, AMOUNTS. S, PhD RELEASE RATES RECOMMENDED INASgL REPORT FROM AQUALIFIED SOIL-TEGTING AGENCY (SEE ANCE . I. PALM MAII ENANCESPIKES: AS TED ON REEF FRLUlOM DELETERIOUS SMAT70), ORERIALS APPROVED EQUALEAS E. J. MULCH: SIZE AN TYPEAS INDICATED ON PLANS, FREE FROM DELETEPoOUS MATERIALS ANDSUITABLE ASA TOP DRESTAKIN TREES AND SWRUes. K. TREEESTAKES: ANDD GRE 1. STAKESGUYAN: 6'LONGGREENMETAL Ul. T-POCLAS S. 1. Z. ASTM A NFORC551,GANORCADSTEELLEAST STRACDHWIDTWISTED, 0.108INCH DIMIETER. 3. TREEFRO NDA REINORLED NYLON OR CAINAS AT LEAST I-IQ1NLH WIDE. WITH:ROM1VAETS TO PROTECT TREE NG:PTRUNKS FROM DAMAGE. L STEEL EANJEMPROFESSIONAL INCLUDE COL -M14 GAUGE MCKX4INCHES MADE, FACTORY PAINTED DARK GREEN. H. ACCEPTABLEMAMJFA0DIES: ANY GRANULAR, LAR, NON IMPROVED EQUAL M. SPECIFIC: NA NERAL OR:AMONWHICR,NONSEUTLIPRE-EMERGENTHERBERBICIHATISUBELEDFOR THE SPECIFIC ORNAMENTALS LABELED TES. HIT WILL BE ImLIZED. PRE{MERGER HER&AIDES SHALL BE MPLIED PER THE MANUFACTURERS LABELED RATES. 1. METHODS A SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE COMRACTORSHALLVERIFY THAT THE GRADE OF ALL LANDSCAPE J. AREAS ARE WITHIN N5.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOILSAMPLES FROM THE PROJECTS lADSCAPEMEAS TESTED BY A ESTABLISHED SOIL TESTIIO LABORATORY. EACH SAMPLE SUBMITTED TO THE LAS SHALL CONTAIN NO LESS THAN ONE QUARTOF SOILTMEN FROM BETWEEN THE SOIL SURFACE AND T DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PIANS, THE CONTRACTOR SHALL TME A W NIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL RAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOS. TEXTURAL CUSS, GENERAL SOIL FERTIUTY, PH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (BAR) AND BORON CONTENT. K. e. THECONTRACTOR SHALLALSOSUBMITTHEPROJECTSPLANTUSTTOTFJELABOMTORYALOMVdi T E SOIL SAMPLES. d. THESOILREPORTPRODUCEDBY THE LABORATORY SH4LLCONTAINRECOMMENDATIONS FORTHE FOLLOWING (AS MPROPRIAM): SEPARATE SOILFREPARATONANO BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PINTS. XERIC PLANTS, NRF, AND NATIVE SEED, AS WELL AS PRE -PLAIT FERTILIZER MPUCATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTIUZER PROGRAM FOR THE ESTABUSHMENT PERIGOANDFOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. AW CFWME IN COST DUE TO THE SOB REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWMER WITH THE REPORT. 4. FOR BIDri PVRP ISESONLY. THESOIL PREPARATION SHALLCONSISTOF THE FOLLOWING: a. TURF: ItNCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP W OF SOIL BY MEAS OF ROTOTILLING AFTER CROSS4UPPING: LNITROGEN STABILIZED ORGANIC AMENDMENT- 4 CU. YDS. PER 1.000 S.F. d. PREPLANT TURF FERTILIZER(MO-10OR SIMILAR, SLOW RELEASE. ORGANIC) - 15 LBS PER 1,000 S.F. U. 'CLAY BUSTER'OR EQUAL- WE MANUFACTURERS RECOMMENDED RATE b. TREES,SWRUBS,ANDPERENNIALS: ItJCORPOMME EFMLOWiNGAMENIX TSIMOTINETOPB'OFSOILBY MEAS DFROTOTIWNGAFTERCROSS-RIPPING: LNITROGEN STABILIZEDORGAICAENOMENT-4 CU.YDS. PER I,000SF. 12-12-/2 FERTILIZER (OR SIMILAR, ORGAMC. SLOW RELEASE) -1D LBS. PERCU. YD. IL 'CLAYSUSTER'OR EQLL4L-USE MANUFACTURER'S RECOMMENDED RATE N. IRON SULPHATE -2 LBS. PER CU. YD. S. INTHE CONTEXTOFTHESE PLANS,NOTES,AJDSPECIFlCATIONS,'FlNISHGRADE' REFERS TO THE FINALELEVATION L. OF THE SOIL SURFACE ((JOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING YORK THE LDE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRAS OF ALL LANDSCAPE AREAS ME WITHIN H4k1'OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA Aro PLATItO SED PREPARATION. b. CONSTRUCTAND IAINTAINFlNSHGRAMSASSHDMMGMUIMPLANS,NMMNSMMTA MNTAIN SLOPESAS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRACING PLANS, AND AREAS OF POTENTIA. PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AO ELIMINATE PONDItJG FOTENML M. c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF AM SOILWALLM NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNTOF SOILAMENDMENTS TO BE ADDED (BASED ON A SOIL TEST. PER SPECIFICATIONS),AJD THE FINISH GRADES TOM ESTABUSHED. d. ENSURETHATTHE FINISH GRADE INSHRUBAREAS IMMEDMTELYADJACENTTOWALXSANDOTHER WAVING SURFACES,AFTER INSTALUNG SOILAMEMMENTS, IS W BELOW THE ADJACENT FINISH SURFACE, INORMR TO ALLOW FOR PROPER MULCH DEPS TAPER THE SCIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GUIDING PLANS, AT APPROXIMATELY 18' AWAY FROM THE WALKS. e. EN SURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADACENTTOWALKS AND OTHER WAUQNG SURFACES, AFTER INSTALLING SOILAMEIOMENT6, IS 1' BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOILSLIRFACE TO MEET HASH GMDE,AS SPEGFIEDON THE GRADING PLANS, ATMPROXIMATELY 18' AWAY FROM TH1E WALLS. I. SFOILGANT CONFLICTS AdOR D6CREPANCIESARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE TOTES AND PINNS,ANDACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDATELY BRING SUCH 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 ME NO DEBRIS, TRASH. OR STONES LARGER THAN V REMAINING IN THE TOP 6' OF SOIL. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AN RECENE APPROVALIN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITHA RULER OR MEASURING STOK FOR SCALE, PHOTOS OR SAMPLES OFANY REQUIRED WACHES,AM SOILTEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING UB QNCLUOING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHERMIURWEINTS FOR TREUSHRUB, NRF. NA SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SWILL ALSO IIJCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGIIO, AND LANDSCAPE FABRICS OF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN DNA PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. GENERALPLANTING 1. REMOVEALLNURSERY TAGS AND STAKES FROM PLANTS. 2. UCEPTINAREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES AT THE MANUFACTURER'S REOOMNEIOED RATE. 3. M NCHINGNEAREMSTING TREES: e. CONTRACTOR SHALL NOT DISTURB ROOTS Mir AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INURY TO TREE ROOTS, TRUNKS. AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY V OF TRUNK DWAETERAT-BREAST-HEIGHT (4.S ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAD TOOLS. NO MACHINE EXCAVATION ORTRENOHINT OFANY KIND SHALLBE ALLOWEDYATNNTHE CRZ. e. ALTER ALIGNMENT OF PIPE TO "DID TREE ROOTS I -12 -AM LARGER IN DIAMETER. WHERE TREE ROOTS M W AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOST. CLOSE ALLTRENCHES WITHIN THE CANOPY DRIP UNES WITHN 24 HOURS. d, ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS ANDALLOMOTO AIR-DRY. DONOT USE ANY SORTOF SEALERS OR WOUND PAINTS. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUMWIDTH OF TWO TIMES THE WIDTH OF THE ROOMALL, AND TOA DEPTH EQUALTO THE DEPTH OF THE ROOMRLL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIORTO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3 OR CONTAINER AND TRBOX EES TO REMOVE ANY POTENTIALLY GIRDING ROOTS AND OTHER ROOT F M DEFECTS, THE CONTRACTOR PLACING I SHAVE A PLANTING LAYER TIFF of THE SIDES V RBOTTOM OF THE THE RO LL OF AL AZTALLT JUSTBEFOREPLAURBED O THE SWGRADE0THAT. THE OFFTHE'ROOTSOUT FROMT FOUR INCHES d. INSTALL THE TREE UN UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS LINO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. S. ALL ERH BM EHOLE UMREJNGTHE DMOMItJG TOPSOIL LPMOFROM ONSITE.ROCKS LARGER ULDACCTHAN I'OM.AD ALLOTHER :ACC SHALLBEREMOVEDFROMTHED TOPSOIL OPRIORTOTHEBACKFILL, SHOMDADgTIkLT SOILBE FROMREDTOACCOMPLISHTNSTASKUSE STORED TOPS OILFROMONSITEOR LSIMPORTADOIMJUR OPSOIL FROM AND ATNOCOMPOSITION E t'ASTTO THE OWNER. IMPORTED70PSgLSHALL BE OF SIMJURTEXTURAL CUSS AHD COMPOSITIONINTHELE SISS LTE OSgL. 6. T EES STAKES TO KEPTRESTANEDSHLOCALCKINGBE 3Q(SUCH ASHEAVY TOTAL DS OR OF STARES TO KEEP TREES WRIGHT.HT. LO" WILL, ST E LEFT BE REQUIRED, THE TOTAL LUMBER S TREE STIES (BEYOND THE MINIMUMS LISTED BELOW: WILLSC LEFT ON THE TOR SOME CONTRACTORS DISCRETION. SHOULD ITSTREESFALLCRLEAHTHELAlTSCMECONTRACTORSHALLSTRAIGHTENTHETREE,OR REP LACE ITSHOM.D IT BECOME DTWOST. TREE TITRE GSHALLADHERE TO TIE FOLLO'MtO GUIDELINES: 2 -W -4 -TR THREES STAKES b. TREES OVER THREE STAKES PER TREE TREES OVER 4'CALIPER GUYNEEDED d. TO STABILIZE TREES THREEE STAKES PER TREE MIMMUM17.QWNTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE i15CONT. -TREES TREES TWO HREESTSTAKES PER TREE T. OVERMOXTREES THREE STAKES PER TREE 9. OVER -TRUNK TREES GUY E NEEDED A. MULTI-mUNKTREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TOSTABILIZETHETREE ]. VPON COMPLETION E PLANTING. CAE WEED BA PIER CLOTH AND MSITOPONMOUND MULCH LOVER THE INTEPoOROF THE TREE RING WITH THE WEED BARRIER CLOTH AD TOPDRESS WITH MULCH (TYPE AND DEPTH PER PUNS). SHRUB,PERENNIAL AND :LEST (CEA WIDEAN PLANTING 1. DIDTHE PWmOL.BACKFiLLA O AROUND PLA TWITHESS OIL THAN AMENDED PUNTS ROOTBAU-REC INSTALLTHE IO PUNTIN THE HOLE.BACKFILLOTH,OV THEPLANT WITH THE AMENDED PER SOIL STAPLES TO EOATIONS. 2. (NEE BARRIER CLOTH IN CLOTH,OVERLAPPING(TAT THE ENDS. UTILIZE STEEL STAPLES TO KEEPTHE WEEN PLANTER CLOTH IN PUCE. 3. MENPLANTINGTHE TIRE PLANTING AREA. SODDING AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PIANTItO AREA. 1. SO 1. SOD VAPoETYTO4 HOURS FROM THE TI/E OF SMTP EPIA. 2 LAY SOD WIT MN FORM ASFROMASS TIME TIGHTLY FITG.TED MATS. BUT THEGROUNDIS DSIDES OF 800 0 3. CLAY THE ONROOSOD TO ERLAFO TAGGERDMASS WITH DOFFS HTLY FlSINADIMS. BLITTENOSANOSIDESOFSODSTRIPS - DOtNOTOVODTO STAGGER STD COM DT OF THE OOT SYSTEM WITH S. 4. ROLLRTHE SO THOROUGHLY EGOWITH A ACT OFTIE IWEDATELY AFTER M1HINGTOOTHE SOIL UNNERN LEAS B WATER OF PENETRATION THE FINE SPRAY IMMEDIATELY AFTERPLAMING TD OBTANAT LEAST SIX ItK:HES OF PENETRATGN IMOTHE SdL BELOW THE SOD. CH 1. i. INSTALL INSTAL TOPORESITHI TYPE ANDDEPTH PER MULCH NOTE,INALLPtANDING UTABMEASANTREERINGS. 2 DO HOTMAY BE TALL NOTED: THESE WITHIN NS. TREE MULCH COTFLAITHIN YOF ATHIN2CRETE ALKSE DCURBS HALLNOT S. EXCEPT AS MAYBE NOTED ONlNISH SURF MULCH THE AUKS AND CUMS. CONCRETEWALKSWINOCIrOFWAUS PROTRUDE ABOVE TILE FINISH SURFACE TO THE WALKS AND CURBS. MULCH COYER WITHIN 12'OF WALLS SMALL BE AT LEAST 3' LOWER T WJ TINE TOP DF WALL. CLEANUP 1. WPo, ORDERSCMEPITION. :NAND PUNTING. KEEP ALL PAVEMENT CLEANADALL WORK AREAS N NEAT, ORDERLY CONDITION. DLEGALLY:FALL EXCAVATED MATERIALS OFF THE PROJECT SITE. IN PECTIONANDACCEPTANCE 1. UPONCOMPLETIONRASH OF AM BLETHE USEACAPECONTRAHE LANDSCAPE PE VIDECONT THE ORSH CLEAN, SHALL THEN DEBRIS AND TRASH. AIA SUITABLE FOR USE AS EMENDED. THE LANDSCAPE CONTRACTOR SHALL THEN MENREGUESTTHEAINSPECTIONBY NTHE OWNERTODETERMINE LY WITH RECO TRA 2. LANDSCAPE CONCTED TRACTOR RSHAU WORK CENOT COMPLY THE RUECED WORK DOCUMENTS.TILE LANDSCAPE CONTRACTOR SHALL REPLACE AMORAREPAIR THE REJECTED WORK TO THE OWNERS SATISFACTION LANDSCAPEWITHIMAIN 24 FOURS. 3. THE BEEN 4NSPCMAIEOWNER PEPoOUND TO BE COMMENCE UWLTH.ATTHAE LANMCTIME.A RI WORK NOTICE EOF ACCEPTANEDBYTHEOWNER BY THE BEACCEPTABLE.AT7EATTME.p WRITTENNOTICE WILL ACCEPTANCE WALL BE ISSUED BY THE OWNER, MOTILE M1WNLENAIK;E NO GUAFAFREE PERIODS WILL COMMENCE. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE FOR SO DAYS OR BEYOHALLBERESPEPTANE OF THEALL LANDSCAPE BYTHEONCE NEE. ON THESEPUNSFORSGDAYS BEYOND LIMWEEPTANCE:FALL LAR THE FOWORKG THE OWNER. LANDSCAPE MAINTENANCE SH4LL.RESTA WEEKLY OF SITEVISITSFORTHE FOLLOWINGACTIONSET APPROPRIATE): RA'nON FLAYS PRUNING. ,RES EDitMRES SWHOFPIAMSTEATLAVESE WED, MOWING FOR CTS ANLAWEASES DING.RESEEDING MEAS WHICHHAVEROTER, REP TED WELL, I TREATING FOR INSECTS AND AUEASESRTS ANMIR W OF MULCH, REMOVALAND THE OF UTTER, REPAIRSER THE IRRIGATION SYSTEM DS TO FAULTY PARTS ADOR WORKMANSHIP,AND THE APPROPRIATE PERWOROF AL PLANTINGS. THE LANDSCAPECONTRACTORSHALL ON TO NTHE EWATE CSYSTEMINPROPER WORKING OROUL WITH EDASCHEDULINGSADJUSTMENTS O SEASON TO COVERED BY ANE WATER ICN RIGATI ON. 2. SHOLANDSC SEE CONTRACTOR SHALL ARAS ESPON BE FORWA E AAlRSEARE SAND ON ENING A,THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE MEAS AlDOBTAItdNGA FILL HEALTHYSTANDOFINAL PLATSNCNO ADDITIONAL COST TOTHE OVMER. 3. TOAOITIO MUST CCEPTANCE AT THE END OF THE MAINTEtJAIlCE PEPoOO,ALL OF THE FOLLOWING CONDITIONS LANDSCAPE SH: THE LANOSCME SHA N SHOWACTIVE,MEETIN HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONALDBY DORMANCY). ALLPLAMS NOT MEETING THIS C EPTANCN STALL BE REJECTEDAND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO PALLHARDSCAPESHAL BE CLEANED RIM OCEPTANCTO C c. SODDED AREAS STMOMMUST BE ACTIVELY GROWING AND HALLSHUST ACHAMJVE. HE HEIGHTLTHYG O TH. BA H1E5 BEFOREARGERT THAN ME SQUARE ST BE EHOW ACTIVE. HEALTH GROWTH. BARE REAS LARGER AME TWELVE SQUARE INCHES MUST LL BE OR RESEEDED (AS APPROPRIATE) PRI ORO, FINAL ACCEPTANCE. ALL SODDED TURF SHALL eE NEATLY (MOWED. VIARRTHE LANDSCAPE CONTRACTPLANT OR EE SHAUL REPLACEMENTS 1. THELAUDSCME MULCHED RE S, ALLGUARANON ALL SYSTEMS SHR UES, PERENNEYEARSOD, THE OWNER FINA1.00EMFRS, AND LAYS FOR ASYSTEMSFORA PERIODOF TTINEYEARFROM THE DATE OF THE OWNERS FlN D TO THE SATISFACTION A TIS AC RAYS FOR ANNUAL, PLANTS). THE CONTRACTOR SHALL ftE.OR REPT HS OWN EXPENSE AND TO TINESATISFACTIONOFTHE OWNER,EI PLANTS WHICH DIEINTHATTIME, OR REPAIR AM PORTIONS OF THEMAI TENANCE PERIOD AINCHOPERATEIMPROPERLY. Z. CONTRACTOR ONTR KEINICTOR HALLONLYBEREPERIODLE FOR RONG EPLACE ENTOF EE PLANTS WHEN LAST DEAPETH CONTRACTORIRE SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANS WHEN PLAN DEATH CANNOT BE ATTRIBUTED DIRECTLYTO OVE RE RINGRA OTHER O M O BY HUMAN ACTIONS. PROVIDE (MINIMUM OF(2)COPIES OFRECORDDRAWINGSIN THEOWNERUPONCOMPLETIONEt WORK ARECORD CV.kNG O IS A RECORD OFALLCHAN'GES TAT OCCURRED IN THE FlELDANO THATARE GOGUMEIJTED THROUGH CFANGE ORDERS,AODEIJOA, OR GCNTRACTORKANSIATAM DRAWING M1WRKUPS. OROLLED -TOP STEEL EDGING PER PLANS OTAPERED STEEL STAKES. 3 MULCH TYPE ANO DEPTH PER PLATS. 0 ' OFIMSHGRADE NOTES: 1) INSTALL EMINGSOTHATSTAKESMLLBEONINSIMOFPUNIIWMD. 2) BOTTOMOFEDONGSHAUBE BURIEDA MINIMUM OF V BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE I' LOWER THAN TOP OF EGGING. 0_1 LEEEL EDGING : LOTTO SCALE O CURB. OMULCH LAYER. OPLANT. OTURF (WHERE SHOWNON POJ). / r \ PLANTING AT PARKING AREA C' SCAE:tOTTO SCALE PARKWAY OPEN LANDSCAPE OR ISLAND ROOT BARRIER - PLAN VIEW F SDALE:NOT TO SCALE O TYPICAL WALKWAY OR PAVING 02 TREETRUNK O LINEARROOTBAMIERM1ATERAL.SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURERS SPECIFICATIONS. O TREE CANOPY O TYPICAL PIAmNG MEA O TYHCALGUR9ADGUTTER STAKING EXAMPLES (PLAN VIEW) 1 • 4 5 PREVAILING PREVAIUNG WINDS WINDS (�>�PLANTING iiL SCA E OTREECANOPY. OCINCH -TIES (2C BOX2' CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36' BOXJ2S CAL TREES AND LARGER). SECURE TES OR STRAPS TO TRUNK JUST MOVE LOWEST MAJOR BRANCHES. O24' X 3'4' P.V.C. MARKERS OVER WIRES. 0q GREENSTEELTPOSTB. EXMNDPOSTS I2'MIN.INTO UNDISTUMEDSOIL. OPRESSURE-TREATEDWOODDEADMAMTVO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PITAND 18' MIN.IMO UNDISTURBED SOIL. OS TRUNK FLARE. OT MULCH, PLANS. AND DEPTH PER PlS. DO NOT PLACE MULCH WITHIN 6' OF TRUNK OS FINSHGRADE. OROOT BALL 10 BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 1/ UNDISTURBED NATIVE SOIL 12 4' MGH EARTHEN WATERING BASIN. 13 FINISH GRADE. NOTES: 1. SCARIFY SIDES OF PLANTING PITPRIOR TO SETTING TREE. 2. REMOVE EXCESS SOILMPLIED ON TOP OF THE ROOTBALL W E E PLANTING HOLE DEPTH THITCO SUCHTHA TFLM , TH SHALL UNDISTURBED SUCH THAT THE HE R O T F RESTS ON ISHGM.SgL, AND THE ROOT FLARE IS 2-4- ABOVE FINISH GRADE. 3. BEFORE TREES, CUTOFF BOLE, CUT OFF WIRE BASKET BEFORE PUNCIPM LE, REhR ALL NYLON TIESASKET, OPE.TREE THETPACKIN, REMOVE ALL NYLON TES, TWINE, ROPE. AND OTHER PACKING MATERIAL. REMOVE AS MUCH PURIM FROMMWND ROOTBELL L IS PRACTICAL ALL 4. REMOVE ANURSERY STAKESAND LA AFTER PLANTING. S. FORTRESS MADMEN CAL SAPPROLMGERSPACED EE EV STAKES OR DFADMEN (AS APPROPRIATE), SPACED EVENLY MOUND TREE. 6, BEHSTAKING SHALL O EN UGHENOTO TO PREVENTALLOW MUNK FROM BENDING, BUT LOOSE ENOUGHTOALLOW SOME TRUNK MOVEMEMIN YANG. EDGE OF PLANTING MFA O NOTE: ALL PLANTS SHALL BE PUNTED AT EQUALTRANGULAR SPACING (EXCEPT WHERE SHOWNON PLANS AS INFORMAL GROUPINGS). REFER M PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) STEPI:DETERNNETOTALPLANTS FORTHEMEANNHTHEFOLLOWINGFORMLAA: TOTAL MEA / MEA DN IDER - TOTAL PLANTS PLANTSPACING AREA DIVIDER PtANTSPACING AREA DIVIDER S 0.z2 1S 1.95 B' 0.39 24' 3.46 10' 0.60 30' 5.41 1Y 0.87 36' 7 .79 1S 1.35 2) STEP2: SUBTRACT THE ROW(S)OF PLANTS THATW'OLXD COCURAT THE EDGE OF THE PLAJTEOMEAWITH THEFOLLOYANGFORMULA: TOTALPERIMETERLENGTHJPIANT SPACING= TOTAL PLANT SUBTRACTION EXAMPLE: PLAMSATIB'O.C.INIWSFPUNTINGMFA,40LFPEMMETER STEP 1: 1011 SFJ7.9S=51 PLANTS STEP 2: 51 PUNTS -(40 LF 11.95=21 PLANTS) =SO PLANTS TOTAL G)QIffiSPACING NOTES: 1) INSTALLROOTBARMERSNEARALL NEWLY -PLANTED TREES THAT ME LOCATED WITHIN ME (5) FEET OF PAVING OR CURBS. 2) BARPoEMSHALLSELOCATED IMMEDIATELY ACIACEMTOHARDSCME. UNDERNO CIRCUMSTANCES SHALLTHE CONTRACTOR USE ROOT BARRIERS OFA TYPE THAT COMPLETELY ENCIRCLE THE ROOMALL 'LINT CENTER ITT P) (D SHRUB, PERENNAL, OR ORNAMENTAL GRASS. OMULCH. TYPE AND DEPTH PER PUNS. PUCE NO MORE THAN 1' OF MULCHYMTNN T OF PUNT CENTER. OFINSHGRADE. OROOT BALL OBACKFlLLAMENDADFERTILIZEONLYAS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 130 UNOISTURSEDNATTVE SOIL W z LU E0 U O W m ❑WW U) Z 0.060_ Q (n� ojQU gW0 ❑ W a SHEETNUMBER (D 3- HIGH EARTHEN WATERING BASIN. X O WEED FABRIC UNDER MULCH. � iiL EVERGREEN D E S I G N G R O U P SHRUB AND PERENNIAL PLANTING C SCALE: MS (800)680.6630 46Zs LJRde7I BIs Ste 200 St L.it MO 63101 ,�.Un'.EtxrpemDesiplO-P.cam W z LU E0 U O W m ❑WW U) Z 0.060_ Q (n� ojQU gW0 ❑ W a SHEETNUMBER ISWSA1D79OUSL4BK P PR840DD10/ PR8M34MDMW L ��\\�///jl0 C 0 R T L A N 0 AI 0 R O A N ARCHITECT A3 Interactive Menu • Ordering Information ,•a x • Product Spedflcationa •wrx • Energy and Performance Data •r9.x • Control Optionsnn• quick Facts • )0Op1ical D1et,bu(lons • Lumen packages range from 2,459 to 8,123 (20W • 66w) • Efficacy up to 143lumens par watt Dimensional Details o111rMx 7rrF•xms L _._0_ J vn COOPER McGraw -Edison Impact Elite LED Wall Mount Luminaire 7Malppwu•.1 a4e•a •w.a Irew • wr..7R _.ftse� HALO Commercial PR810/PR815/PR820/PR830/PR840I PR81V112/PR8M34 84nch LED new construction shallow lensed downlight onP«•nrwe+e • Itasca+n• heau•..,I. w..nuwrula Product Certifications xP Interactive Menu Product Certification �L G � `t X) I& ® �'�- Prder oductinformation ca ions -- Product Specifications ax•x � • Photometric Data rr••4 Product Features amatY Cotdaq Nilel • Energy 6 Performance Date• s Lary P. lmq Drxls • Connected Systems•.y9 A • Product Warranty I PRPRNeY]OD010 - Top Product Features Connected Systems • New construction downlight 1.000 to 4.0001umen3 7P • Medium and Wide interchangeable lens distributions; Well wash accessory kit option • Enlighted • Matte White, Matte Black and Matte Metallic Silver finishes •WawUnx • Selectable color temperatures: 30DOK 3500K and 4000K CCT; 80 CRI • Universal voltage 120V -277V,, Standard 0-I OV driver dims to I% w•4a 1� L-,a,rnswJ I-.1raw.,.1J Fixture F Dimensional and Mounting Details MYa�' vnCOOPER :6I;UI a Pq•, Fixutre L 6615BB/INCIWA/BK Type G STERSIIEIW. Small Seale Commercial Fixtures Ctl.N• N M eLL• TqY Yn^ Yat Yn aJtl 110 Ica (i 1930 Ir 2r Ma9 1a01e, 'm6n 6219 ,r 3r :V1 i9�d M' OMI 17&0 2 11 30'6' 19'� M MLw 99&0 ]2&0 6912 1r yId 16M .Y'd Na] 9'Lr&I 12&0 9911 Ir a 96`d 9' 2(aY 900&0 xwrn 9�) IT eS.nf OLa 2MY 90pn1 axr, 6319 Ir 2]`d M091 KWII 4m11 1919 N' a Nh' Ir 90N Sa9n 07&0 all 1P 1r 904 Ir Saw now 0wr0 6611 Ir 19'6' 931! )M I0D.1 509Yt1 YM0 W, W 11r.x]rd.n 90x1 aw0 2r& scaI 9r W Scow m- awn ow T If r r now - sa.c r a r r low - AL p 2 1� . 6630 5615 61127 6817 sate 6633 66Bu SOLF `TER Eal`i 11-60112,841-.&N.- Fa: 87588.30 LIGHTING Emaa: nm®alamberglghtng.min 9 Fixture G S Otis ics Description I Symbol Avg Max Min Max/Min sYr4tl 4bl amatY Cotdaq Nilel D•wbD•, Lary P. lmq Drxls a'^Ila9• A *Do 10 I PRPRNeY]OD010 - 0' 0.(MID DOYR:109T, umeN I 4au 1 416 O L WWN - 1 ILIs =S1 UAM %'n MV - a leaSAID-7b-0-44 W- ELLE LED Y[O[E LLAA APE (I it NS 1 4s2 ❑ F 70 CN, IWOt. aaoaA ucxlsalra N 111 LEDs Arm me w mu F n`o aoa f11A4Alpt °Firs an 0 O 0.0 2 so,"In10 t9fi17 aa99 o.o 1 996 1 1me '0.0 '10 G IID 9 1Nrt A LAVP S Otis ics Description I Symbol Avg Max Min Max/Min Avg/Min SITE I -i- 1 1.1 fc 1 8.9 fCI 0.0 fCI N A A H.E. 87TH STREET N SITE PHOTOMETRIC PLAN :(:AEE: i' = 20'-0• 711 N. FIELDER RD. ARLINGTON, TX 76012 He (Il 633-3666 FAX. (1117) 6311-11696 I herby terrify that this pion, specification, or report was prepared by me ar under my direct suyyerdsloe and thni 10m o duly flamed A7chited under the lore of the Slot/ of AlIM91010. 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Date Revisions 3.372023 • Is.- kx Site Plan SubmAtat Project No. 23 -XX Drawn By: Staff Date: 3/3/23 Sheet Title: SITE PHOTOMETRIC PLAN Drawing No. A-4.2 I OLH-02-2022